Specifications (2) 0 x;0 R. . T I ;
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JUN 2g 2011
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Ii BID DOCUMENTS T IGA iD
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PUBLIC EMPLOYEES
x RETIREMENT SYSTEM BUILDING
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STANDBY POWER AND
FIRE SUPPRESSION UPGRADE
TIGARD, OREGON
Oregon Department of Administrative Services
Facilities Division
1240 Ferry Street SE
I Salem, Oregon 97301
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SYSTEMS WEST ENGINEERS, INC.
1 1 ST
•mechanical and electrical consulting engineers =
I i.', 411 HIGH STREET
EUGENE, OREGON 97401 -2427
Phone: 541.342.7210
Fax: 541.342.7220
www. systemswestengineers.com
I MO12.01
OFFICE COPY
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FINAL DOCUMENTS - TABLE OF CONTENTS
I DIVISION 1— GENERAL REQUIREMENTS
01 10 00 SUMMARY OF WORK
I 01 25 00 SUBSTITUTION PROCEDURES
01 26 00 CONTRACT MODIFICATION PROCEDURES
01 29 00 PAYMENT PROCEDURES
I 01 31 13 PROJECT COORDINATION
01 31 19 PROJECT MEETINGS
01 33 00 SUBMITTAL PROCEDURES
I 01 35 00
01 41 00 SPECIAL PROCEDURES
REGULATORY REQUIREMENTS
01 42 19 REFERENCE STANDARDS
I 01 50 00
01 60 00 TEMPORARY FACILITIES AND CONTROLS
PRODUCT REQUIREMENTS
01 73 29 CUTTING AND PATCHING
01 77 00 CLOSEOUT PROCEDURES
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01 78 23 OPERATING AND MAINTENANCE DATA
01 78 36 WARRANTIES
01 78 39 PROJECT RECORD DOCUMENTS
I DIVISION 2 — EXISTING CONDITIONS
I 02 41 00 DEMOLITION AND SALVAGE
DIVISION 20 — GENERAL MECHANICAL
0 20 05 00 GENERAL MECHANICAL PROVISIONS
20 05 29 PIPE HANGERS, SUPPORTS, SLEEVES, AND SEALS
I 20 05 48
20 05 53 SEISMIC CONTROL FOR MECHANICAL SYSTEMS
IDENTIFICATION FOR MECHANICAL EQUIPMENT
DIVISION 21— FIRE SUPPRESSION
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21 22 16 CLEAN AGENT FIRE EXTINGUSHING SYSTEMS
I DIVISION 23 — HVAC
23 33 00 DUCTWORK ACCESSORIES
I DIVISION 26 — ELECTRICAL
I 26 01 26 SUBMITTALS AND SHOP DRAWINGS
26 05 00 COMMON WORK RESULTS FOR ELECTRICAL
26 05 19 LOW- VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES
I 26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS
26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS
26 05 33 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS
I 26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS
26 22 13 LOW- VOLTAGE DISTRIBUTION
26 24 16 PANELBOARDS
26 27 26 WIRING DEVICES
1 26 28 16 OVERCURRENT PROTECTIVE DEVICES
I M012.01 Page - 1 Table of Contents
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FINAL DOCUMENTS - TABLE OF CONTENTS
I DIVISION 26 — ELECTRICAL (Cont.)
26 29 13 MOTOR AND CIRCUIT DISCONNECTS
1 26 32 13 STANDBY GENERATION SYSTEM
DIVISION 32 — EXTERIOR IMPROVEMENTS
I 32 31 13 CHAIN LINK FENCES AND GATES
I APPENDIX A — ODAS DESIGN STANDARDS
DRAWINGS
I G -001 TITLE SHEET: CONTACTS, SITE MAP, VICINITY MAP, & SHEET INDEX
M -101 PARTIAL FIRST FLOOR DEMOLITION PLAN
M -141 PARTIAL FIRST FLOOR FIRE SUPPRESSION PLANS
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E -001 LEGEND & SCHEDULE
E 100 SITE PLAN
E -121 PARTIAL FIRST FLOOR POWER PLAN
I E -131 DATA CENTER ELECTRICAL PLAN
E 501 DETAILS
E -601 ONE -LINE DIAGRAM
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I M012.01 Page - 2 Table of Contents
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1 BID DOCUMENTS
PUBLIC EMPLOYEES RETIREMENT SYSTEM BUILDING
1 STANDBY POWER AND FIRE SUPPRESSION UPGRADE
TIGARD, OREGON
Oregon Department of Administrative Services
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Facilities Division
1240 Ferry Street SE
Salem, Oregon 97301
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1 June 22, 2011
1 SYSTEMS WEST ENGINEERS, INC.
411 High Street
1 Eugene, Oregon 97401
Phone: (541) 342 -7210
Fax: (541) 342 -7220
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M012.01
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SECTION
01 1000
SUMMARY OF WORK
PART 1 - GENERAL
1.01 REQUIREMENTS INCLUDED
' A. Work covered by Contract Documents.
B. Contract method.
' C. Contractor use of premises.
D. Owner occupancy.
' E. Sequence of Work.
F. Owner Technical Standards
1.02 RELATED SECTIONS
A. SECTION 01 35 00 SPECIAL PROCEDURES
1.03 WORK COVERED BY CONTRACT DOCUMENTS
A. Furnish and install all necessary equipment and materials to provide fully operational
systems as specified, described, shown, and intended herein. Work shall include all
provisions recommended by manufacturers of equipment installed hereunder including
' miscellaneous support equipment, installation, start-up, testing, and operation. This
specification represents minimum requirements and is not intended to restrict the contractor
from providing additional functions, options or enhancements if contractor so desires.
Work shall include:
' 1. Provide a backup power system for selected optional standby systems including data
processing center equipment, data communications equipment, and other required
support systems to maintain critical system fully operational during a utility power
' interruption.
2. Modify existing switchgear to accommodate new standby power transfer equipment.
3. Provide clean -agent suppression system for data center.
' 1.04 CONTRACT METHOD
' A. Work will be constructed under a single lump sum contract.
1.05 CONTRACTOR USE OF PREMISES
A. Contractor shall limit use of premises for work, for storage, and for access to allow:
1. Owner's uninterrupted use of facilities.
2. Public usage in adjacent spaces.
' 3. Work by other contractors.
B. Coordinate use of premises under the direction of the Owner.
' C. Assume full responsibility for protection and safekeeping of products under this Contract.
M012.01 01 10 00 - 1 Summary of Work
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D. Obtain and pay for use of additional storage or work areas needed for operations under this
Contract.
E. Obtain and pay for use of temporary equipment required to maintain facility space
conditions within acceptable tolerance. ,
1.06 CONTRACTOR MAINTENANCE OF PREMISES
A. Provide for uninterrupted space conditioning of the occupied areas of the facility. Carefully
coordinate all utility shutdowns with operations personnel.
B. Provide temporary utility connections where required.
C. Sequence operations in a manner such that changes to environmental conditions in the data
center and other areas affected by the work are minimized. Equipment downtimes are to be
as short as possible. Coordinate with owner should any exceptional measures be required
beyond those defined herein.
1.07 OWNER OCCUPANCY
A. Areas near and adjacent to work under this Contract are currently occupied. Owner will
occupy premises during the entire construction period for performance of normal
operations. Cooperate with Owner in scheduling operations to minimize conflict and to
facilitate Owner usage.
B. Public will have access to areas adjacent to the work area covered by this Contract. It is the
responsibility of the Contractor to put up barricades and warning signs to adequately
protect the public or any Owner's representative from being exposed to an unsafe condition
while the Contractor is performing the work.
1.08 OWNERS TECHNICAL STANDARDS
A. Contractor shall perform work in accordance with ODAS technical standards included in
Appendix A - TECHNICAL STANDARDS FOR REMODELING AND '
MODIFICATIONS OF OFFICE BUILDINGS.
PART 2 - PRODUCTS
2.01 THIS PART NOT USED
PART 3 - EXECUTION 1
3.01 THIS PART NOT USED
END OF SECTION
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M012.01 01 10 00 - 2 Summary of Work
SECTION 01 25 00
1 SUBSTITUTION PROCEDURES
PART 1 - GENERAL
1.01 SECTION INCLUDED
' A. Requirements and procedures associated with product substitutions after bid close date.
1.02 ALLOWANCE OF SUBSTITUTIONS
' A. After effective date of Contract, the Engineer in consultation with the Owner may, at its
option, consider formal requests from the Contractor for substitution of products in place of
' those specified when submitted in accordance with the requirements of this section. One or
more of the following conditions must also be documented:
1. The substitution must be required for compliance with final interpretation of code
' requirements or insurance regulations.
2. The substitution must be due to the unavailability of the specified product(s), through no
fault of the Contractor.
' 3. The substitution may be requested when specified products cannot be obtained in time
to avoid delay of completion of all work due to no fault of the Contractor, and then only
if a request is submitted within 30 days of the start of Contract Time.
' 4. The substitution may be requested when subsequent information discloses the inability
of the specified product(s) to perform properly or to fit in the designated space.
5. The substitution may be due to the manufacturer's or fabricator's refusal to certify or
guarantee performance of the specified product as required.
6. The substitution may be requested when it is clearly seen, in the judgment of the Owner,
that a substitution would be substantially to the Owner's best interest in terms of cost,
time or other considerations.
1.03 SUBSTITUTION REQUESTS
A. Prepare one (1) request for each substitution item proposed for consideration. Requests will
not be accepted from anyone other than Contractor.
B. Document each request with complete data substantiating compliance of proposed
substitution with Contract Documents. Minimum information to be all manufacturers
product data as defined in Section 01 33 00, paragraph 1.04C, or same information provided
as submittal requirements of like products if it exceeds minimum. All variations of the
proposed substitute and other related work from that specified will be identified in the
request and available maintenance, repair and replacement service will be indicated.
Engineer may require Contractor to furnish, at Contractor's expense, additional data about the
' proposed substitute.
C. Request constitutes a representation that Contractor:
' 1. Has investigated proposed product and determined that it meets or exceeds, in all
respects, the specified product quality and will perform the functions and achieve the
results called for by the design.
' 2. Shall provide the same warranty for substitutions as for specified product.
3. Shall coordinate installation and make all other changes which may be required for
work to be complete in all respects, including changes required by suppliers,
' subcontractors, and others providing related work.
4. Shall complete the work within the Contract time.
M012.01 01 25 00- 1 Substitution Procedures
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D. Each request will contain an itemized estimate of all costs or credits that will result directly
or indirectly from acceptance of such substitute, including costs of redesign and claims of
other contractors affected by the resulting change, all of which shall be considered by
Engineer in evaluating the proposed substitute. 1
E. Substitutions will not be considered when they are indicated or implied on shop drawings or
product data submittals without separate written request.
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1.04 APPROVAL OF SUBSTITUTION REQUEST
A. Within seven (7) days of receiving a complete substitution request, Engineer in consultation
with Owner will evaluate the request and notify the Contractor of its acceptance or not.
B. Engineer after consultation with Owner shall be the sole judge of acceptability and decision 1
of Engineer shall be final.
PART 2 - PRODUCTS
2.01 THIS PART NOT USED.
PART 3- EXECUTION
3.01 THIS PART NOT USED.
END OF SECTION
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M012.01 01 25 00- 2 Substitution Procedures
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SECTION 01 26 00
CONTRACT MODIFICATION PROCEDURES
PART 1 - GENERAL
1.01 SECTION INCLUDES
A. Proposals for changes in work.
' B. Issuance of change order or Construction Change Directive.
1.02 DEFINITIONS
' A. Field Order: Written order, instruction, or project manual interpretation issued by Engineer
to Contractor which authorizes minor changes to Work which do not alter Contract Sum or
Contract Time.
B. Change Order: As defined in the General Conditions and signed by Owner, Contractor, and
Engineer.
C. Construction Change Directive: Written order to Contractor signed by Owner, Contractor,
and Engineer which authorizes changes in the Work which affect the Contract Sum or
Contract Time. A Construction Change Directive will be issued involving changes in the
Work which, if not processed quickly, might delay the project. A Construction Change
Directive will be followed by a Change Order.
1.03 FORMAT
' A. Change Order and Construction Change Directive on forms provided by Engineer.
1.04 PROPOSALS FOR CHANGE IN WORK
' A. Proposals for changes to the Work may be initiated by the Owner or Engineer or by the
Contractor. The proposals will result in a Field Order or Change Order if a Change in Work
is found to be necessary. Proposals are for information only and are not an instruction or
' authorization to execute the change or an order to stop work in progress.
B. Owner or Engineer Initiated Proposals: Contractor shall provide sufficient substantiating
data to allow the Engineer to evaluate the proposal including the following:
1. Cost data for new work including:
a. Labor required.
b. Materials required.
c. Taxes, insurance, and bonds.
d. Overhead and profit.
' 2. Cost data for work to be deleted including:
a. Labor required.
b. Materials required.
c. Taxes, insurance, and bonds.
' d. Overhead and profit.
3. Changes to contract time:
a. New project staging requirements.
b. New product delivery times.
M012.01 01 26 00 - 1 Contract Modification Procedures
4. All other justifying documentation considered necessary by Engineer to allow adequate
evaluation of proposal. '
C. Contractor Initiated Proposals: In addition to proposal requirements listed in 01 26 00-
1.04B, provide the following information:
1. Description of proposal change.
2. Reason for making change.
3. Effect on work of other Contractors.
4. Effect on work by Owner.
5. Effect on construction phasing.
1.05 FIELD ORDER ,
A. If evaluation of a proposal indicates that a Construction Change is appropriate but does not
affect Contract Sum or Contract Time, Engineer will issue a Field Order. The Contractor I
shall distribute a copy of the Field Order to the appropriate sub - contractors and shall
coordinate all associated work.
1.06 CHANGE ORDERS
A. If evaluation of a proposal indicates that a Construction Change is appropriate and that the
change affects the Contract Sum or Contract Time, a Change Order will be issued.
B. Four copies of the Change Order will be prepared by the Engineer and forwarded to the
Contractor.
C. An authorized representative of the Contractor will sign each copy and return all copies to the
Engineer.
D. The Engineer will review and sign each copy and forward all copies to the Owner.
E. An authorized representative of the Owner will sign each copy and return two copies to the
Engineer.
F. The Engineer will return one copy to the Contractor.
1.07 CONSTRUCTION CHANGE DIRECTIVE
A. If a Construction Change is identified which must be processed quickly to avoid delay of the
project, a Construction Change Directive may be issued.
B. The Construction Change Directive will include:
1. The method of determining the Change in Contract Sum.
2. An estimated increase (decrease) in Contract Sum.
3. The method of determining the Change in Contract Time.
4. An estimated increase (decrease) in Contract Time.
C. The Construction Change Directive will be signed by the Owner and will serve as
authorization to proceed with the described change in work.
D. If the change in work involves an increase in Contract Sum and the estimated increase is
approached before the additional or changed work is complete, the Contractor must stop
work associated with the change until an additional Construction Change Directive or
Change Order is issued.
M012.01 01 26 00 - 2 Contract Modification Procedures
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' E. Simultaneously to completing work under a Construction Change Directive, the Contractor
shall prepare a proposal as previously described detailing the exact change in Contract Sum
and Contract Time associated with the work in question. The proposal will be reviewed by
' the Engineer and Owner, and a Change Order will be issued if the changes in Contract Sum
and Contract Time are agreeable.
PART 2 - PRODUCTS
2.01 THIS PART NOT USED.
' PART 3- EXECUTION
3.01 CHANGES TO WORK
A. Contractor shall not begin any work not expressly shown or described in the Contract
Documents without a written Field Order, Change Order, or Construction Change Directive.
END OF SECTION
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M012.01 01 26 00 - 3 Contract Modification Procedures
SECTION 01 29 00
PAYMENT PROCEDURES
' PART 1 - GENERAL
1 1.01 RELATED REQUIREMENTS
A. General Conditions.
' B. Supplementary Conditions.
1.02 FORMAT
A. AIA G702 - Application and Certificate for Payment.
B. AIA G703 - Continuation Sheet.
C. Payment request is to include the Contractor's Federal Tax Identification number.
1 1.03 PREPARATION OF APPLICATIONS
' A. Type required information or use media - driven printout.
B. Execute certification by signature of authorized officer and notarize.
C. Use data on accepted Schedule of Values. Provide dollar value in each column for each line
item for materials installed. Application for payment for stored materials will be accepted at
Owner's sole discretion subject to conditions stated in General Conditions.
D. List each approved Change Order as an extension on continuation sheet, listing Change
Order number and dollar amount as for an original item of Work.
' E. Prepare Application for Final Payment as specified in Section 01 77 00.
' 1.04 SUBMITTAL PROCEDURES
A. Submit to Owner's Authorized Representative under transmittal letter.
B. Submit original plus two copies of each Application for Payment at time stipulated in pre -
construction conference.
' C. Submit with two copies of updated progress schedule; no payment will be certified without
submission of updated schedules.
' 1.05 SUBSTANTIATING DATA
A. When Owner's Authorized Representative Engineer requires substantiating information,
' submit data justifying line item amounts in question.
B. Provide one copy of data with cover letter for each copy of submittal. Show Application
number and date, and line item by number and description.
M012.01 01 29 00 - 1 Payment Procedures
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PART 2 - PRODUCTS
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2.01 THIS PART NOT USED.
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PART 3 - EXECUTION
3.01 THIS PART NOT USED.
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END OF SECTION
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M012.01 01 29 00 - 2 Payment Procedures
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SECTION 01 31 13
PROJECT COORDINATION
' PART 1 - GENERAL
1.01 REQUIREMENTS INCLUDED
1 A. Coordination of the Contract.
B. Coordination of the work under this Contract.
C. Coordination of the work and division of responsibility of each subcontractor under this
Contract.
1.02 DESCRIPTION
A. Coordinate scheduling, submittals, and work of the various sections of specifications to
assure efficient and orderly sequence of installation of construction elements with provisions
for accommodating items to be installed later.
B. Coordinate and assign responsibility for completing various parts of the work to the
appropriate subcontractor.
' 1.03 COORDINATION OF SUBMITTALS
A. Schedule and coordinate submittals specified in Section 01 33 00. Contractor fully
responsible for providing all submittals within time periods allotted.
B. Coordinate work of various sections having interdependent responsibilities for installing,
' connecting to, and placing in service such equipment.
C. Coordinate request for substitutions to assure compatibility of space of operating elements
' and affect on work of other sections.
1.04 COORDINATION AND ASSIGNMENT OF RESPONSIBILITY TO SUBCONTRACTORS
' A. Work under this Contract, including furnishing all equipment and materials and their proper
installation, is specified under various sections in Divisions 1 through 28. Divisions are, in
' general, divided by trade. It is not the intent of these Specifications to imply that work
specified under a particular Division must be performed by the trade normally associated
with that Division.
' B. The contractor shall assign responsibility for furnishing and for installing various material
and equipment as specified herein to the appropriate subcontractors and trades, and shall
determine the division of responsibility when there is interdependent work.
C. Contractor shall assume full responsibility for settling any disputes or conflicts concerning
interdependent work or work that is looked upon as belonging to more than one trade.
' D. Prepare master schedule to record responsibilities under each section of Divisions 1 through
32 of this specification for actions which directly relate to mechanical and electrical work,
including submittals and temporary utilities. Coordinate electrical power characteristics and
control wiring requirements for each item of equipment and review such characteristics and
M012.01 01 31 13 - 1 Project Coordination
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requirements with both the mechanical and electrical subcontractors prior to ordering any
equipment. 1
E. Distribute copies of schedule to engineer and to each concerned entity, subcontractor or
trade.
1.05 COORDINATION OF EQUIPMENT SHUTDOWN WITH OWNER
A. Coordinate existing system or equipment shut -down with Owner's schedule, use, input. See
Specification Section 01 35 00 SPECIAL PROCEDURES.
PART 2 - PRODUCTS
2.01 THIS PART NOT USED 1
PART 3 - EXECUTION '
3.01 THIS PART NOT USED
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END OF SECTION
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M012.01 01 31 13 - 2 Project Coordination
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SECTION 01 31 19
PROJECT MEETINGS
' PART 1 - GENERAL
1.01 DESCRIPTION
' A. Pre - Construction Conference
' B. Project Progress Meetings
C. Related:
1. Documents affecting work of this Section include, but are not necessarily limited to
' General Conditions, Supplementary General Conditions, and Sections in Division 1 of
these specifications.
2. Some of the items mentioned in this Section are described further in other pertinent
' Sections of these specifications.
1.02 PRE- CONSTRUCTION CONFERENCE
' A. Schedule Pre - Construction Conference within seven (7) days after "notice to proceed."
Representatives of the Owner, Engineer, and Contractor shall be in attendance.
' B. Minimum Agenda:
1. List of subcontractors.
2. Distribution of Contract Documents.
3. Tentative construction schedule.
4. Coordination of Contractor and subcontractors
5. Designation of responsible personnel
6. Critical work sequencing.
7. Processing of observation reports, change orders, and applications for payment.
8. Submittals.
' 9. Use of construction site.
10. Coordination with work of others.
11. Delivery and storage.
' 12. Safety and emergency procedures.
13. Security procedures; keys.
14. Parking requirements.
' 15. Hazardous materials.
C. Location of meeting to be at the site or at a location determined by the Owner's Authorized
' Representative.
1.03 PROJECT PROGRESS MEETINGS
' A. Project progress meetings will be held at site approximately once a week or as otherwise
directed by the Owner's Authorized Representative during period of construction.
B. Representatives of Owner, Engineer, Contractor, and major subcontractors shall attend.
C. Contractor shall prepare meeting agenda, related to the Installation Contract, preside at
' meeting, prepare minutes of meeting and shall distribute copies of minutes within 3 days to
Owner, Engineer, meeting participants, and other affected parties.
M012.01 01 31 19 - 1 Project Meetings
D. Minimum Agenda: '
1. Review and approve previous meeting minutes.
2. Review work progress since previous meeting.
3. Field observations, problems, conflicts.
4. Problems which impede construction schedule.
5. Review off -site fabrication and delivery schedules.
6. Corrective measures and procedures to regain projected schedule.
7. Revisions to Construction Schedule.
8. Progress, schedule, during succeeding work period.
9. Coordination of schedules.
10. Review submittal schedules.
11. Pending changes and substitutions.
12. Review proposed changes for effect on Construction Schedule and on completion date.
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PART 2 - PRODUCTS '
2.01 THIS PART NOT USED
PART 3 - EXECUTION
3.01 THIS PART NOT USED '
END OF SECTION
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M012.01 01 31 19 - 2 Project Meetings
SECTION 01 33 00
1 SUBMITTAL PROCEDURES
PART 1 - GENERAL
1.01 SECTION INCLUDES
1 A. Project schedule.
B. Schedule of values.
C. Product evaluation data.
1 1.02 DEFINITIONS
A. Manufacturer's Product Data: Manufacturer's product data consist of one or more levels of
manufacturer's information as described below and as requested in the submittal schedule.
The three levels of information include: manufacturer's list, manufacturer's catalog data,
and manufacturer's technical and engineering data.
' 1. Manufacturer's List: Manufacturer's list shall include a typewritten list of
manufacturer's name, sizes and model or catalog numbers, referenced to the
specification section.
2. Manufacturer's Catalog Data: Manufacturer's catalog data shall include standard
catalog information marked to indicate specific equipment proposed and point of
operation, if appropriate. Include installation instructions.
3. Manufacturer's Technical and Engineering Data: Manufacturer's technical and
engineering data shall include materials, dimensions, details, installation instructions,
weights, capacities, illustrations, wiring diagrams, control diagrams, piping diagrams,
connection diagrams, performance data (including performance curves), mix design,
' and any other information required for a complete and thorough evaluation of the
equipment or items specified, and to verify compliance with specifications. Control
diagrams or control schematics, where specified and required by the submittal
schedule, shall include a detailed schematic of the proposed control modifications and
their interface with existing control equipment, where appropriate, and a manufacturer
and model number listing of all proposed control components shown on the control
' schematic.
B. Shop Drawings: Shop drawings are construction drawings of items manufactured
' specifically for this project. Shop drawings include dimensions, construction details,
weights, and additional information to identify the physical features of the system or piece
of equipment.
' C. Samples: Samples illustrate functional characteristics of the product with integral parts and
attachment devices. Samples shall allow evaluation of full range of manufacturer's
standard colors, textures, and patterns.
D. Certificates, Test Data or Other Information: Requirements for certificates, test data, or
other information will be listed under referenced specification sections.
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M012.01 01 33 00 - 1 Submittal Procedures
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1.03 PROCEDURES 1
A. Deliver submittals to Engineer at address listed on title sheet of project manual within ten
days of receiving Notice -to- Proceed. Transmit each item by cover letter or with approved
transmittal form referencing the project, the Owner, and the Contractor.
B. Engineer will require five days for review of submittal documents.
C. Revise and resubmit. Resubmittals shall be complete substitutions of original submittals
unless specifically noted otherwise.
D. Distribute copies of reviewed submittals to concerned persons. Instruct recipients to
promptly report any inability to comply with provisions.
E. Submittal information required in Section 01 33 00 - 1.04 below must be provided
regardless of whether the proposed item or work is in exact accordance with the
specification requirements. '
F. No item requiring approved submittal information shall be delivered to the site or
installed, or any associated work performed until required submittals have been
approved for compliance with the Contract Documents by the Engineer. Any item
delivered to the site or installed, or any work performed without an approved
submittal, which is deficient in any way, shall be removed from the site without
expense to the Owner.
1.04 SUBMITTALS REQUIRED
A. Project Schedule:
1. A progress schedule for the proposed work, as outlined in the General Conditions and
specified hereunder, shall be prepared and submitted for review.
2. Coordination: Contractor shall meet with Owner's representatives prior to preparing
schedule to ascertain specific Owner scheduling requirements.
3. Submit three (3) copies of completed schedule for review. Upon Engineer's signed
approval work may commence.
4. Format: Horizontal bar chart or CPM format at Contractor's option.
a. Provide a separate time bar for work in each building in the contract. Provide a
continuous vertical line to identify the beginning work day of each week.
b. Within each time bar, indicate estimated completion percent increments.
c. Coordinate construction schedule with the schedule of values, list of
subcontractors, submittal schedule, payment requests, and other schedules.
d. Indicate substantial completion date.
5. Schedule shall be continually updated. Submit revised schedule with each application
for payment. ,
B. Schedule of Values:
1. A schedule of values for the proposed work, as outlined in the General Conditions and
specified hereunder, shall be prepared and submitted for review.
2. Submit three (3) copies of schedule of values for review.
3. Prepare schedule of values using AIA form G703, columns A, B and C.
4. Applications for payment will not be accepted until the schedule of values has been
approved by signature of Engineer.
M012.01 01 33 00 - 2 Submittal Procedures
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' C. Product Evaluation Data:
1. Submit product evaluation data within 10 days of contract execution. Multiple
submission or submission other than in one complete assembled document is not
' acceptable except where prior written approval is obtained. Where approval is
obtained allowing the Contractor to submit after 10 days, a list of data remaining to be
submitted and a date of submittal for each item shall be provided to the Engineer.
' 2. Manufacturer's product data shall be submitted as follows:
a. Submit the number of sets of assembled submittal documents which the
Contractor requires, plus three (3) additional sets which will be retained by the
' Engineer.
b. Submittals for manufacturer's product data shall be in sufficient detail to
establish conformance with specified requirements. Specific features shall be
marked with contrasting ink on printed literature. If translucent highlighting
method is used, highlighted print shall be reproducible by photocopy.
c. A complete submittal document shall be assembled in one or more three -ring,
loose -leaf binders. The complete document shall consist of all items identified in
' the submittal schedule.
d. Order of the bound contents shall be the same as in the submittal schedule.
e. Each item or logical group of items shall be identified by a separate tab marker in
' the bound document (example: "pumps ", "air compressors ", etc.).
f. Each bound document shall contain a Table of Contents which lists each tab and
each item under each tab.
' g. Catalog data (each separate item) shall be identified by the name of the item, the
system, the applicable specification paragraph number, drawing number and
schedule.
3. Shop drawings shall be submitted as follows:
a. Submit the number of sets of shop drawings which the Contractor requires, plus
three (3) additional sets which will be retained by the Engineer.
' b. Submit shop drawings in the form of blueline reproductions. After review by
Engineer, Contractor shall make appropriate changes on original, reproduce, and
distribute to the necessary parties.
c. Minimum scale for shop drawings shall be 1/4" = 1'0" or larger if required for
clarity.
d. Reinforcement bending and placing submittals prepared in conformance with
"Manual of Standard Practice for Detailing Reinforced Concrete Structures,"
' ACI Publication 3.5.
4. Samples shall be submitted as follows:
a. Submit two samples unless otherwise specified in individual specification
' sections.
b. Include identification on each sample.
5. Certificates, test data, or other information shall be submitted as detailed in individual
' specification sections.
PART 2- PRODUCTS
2.01 THIS PART NOT USED
PART 3 - EXECUTION
3.01 THIS PART NOT USED
' END OF SECTION
M012.01 01 33 00 - 3 Submittal Procedures
SECTION 01 35 00
SPECIAL PROCEDURES
PART 1 - GENERAL
1.01 SECTION INCLUDES
A. Protection of work.
B. Maintaining systems operational.
' C. Owner access and use.
' D. Noise, dust, and odor control.
E. Data Center Environmental Control
F. Security.
' G. Furnishings to remain in work area.
1.02 PROTECTION OF WORK
' A. Protect from damage any existing finishes, equipment, and adjacent work which is scheduled
to remain.
1.03 MAINTAINING SYSTEMS OPERATIONAL
A. All systems currently operating including lighting, HVAC air handling equipment, critical
building systems and other systems which serve Owner utilized areas, must be maintained
operational during construction. If any system currently in use must be turned off to
perform work, permission must be obtained and owner notified prior to performing any
work.
B. The data center is used for critical department functions and will be in use during the entire
construction period for conduct of normal operations. Maintaining required power and
environmental conditions in the data center area is critical. Contractor must schedule and
coordinate all system shutdowns with the Owner. Two weeks prior notice is required for
shutdown of any building system. Sequence work in the following manner to minimize
downtime to the data center power environmental control systems:
I. Install new generator, ATS, Panel, and Transformer.
2. Prep wiring for connection of new equipment and separation of MDP1 and 2.
3. Shutdown MDP1 and 2, connect new ATS, breakers for new equipment, and terminate
wiring.
' C. A building electrical shutdown will be required to connect generator and ATS switch. This
work shall be performed between 8:00 am on Saturday and 6:00 pm on Sunday and will
require four week notice to Owner prior to the shutdown.
1.04 OWNER ACCESS AND USE
A. The Owner will occupy the facility during the entire course of the project. Normal
occupancy hours are from 7:00 a.m. to 6:00 p.m. from Monday through Friday.
M012.01 01 35 00 - 1 Special Procedures
1.05 NOISE, DUST, FUME, AND ODOR CONTROL '
A. Dust produced from construction must be kept to a minimum and shall contained within the
work area. Contractor shall construct physical barriers approved by the Owner's Authorized
Representative to contain dust and odors.
1. Data processing and communications equipment in the data center will remain
operational for the duration of the project. Physical barriers must be erected to prevent
dust and debris from entering data processing and communications equipment.
However, barriers must allow for equipment cooling. Provide filtration for the air
supply to equipment if room air is used for cooling.
B. Where necessary maintain construction noise, dust, and odor levels below acceptable limits.
Noise levels must be suitable for occupants to conduct normal office activities in spaces
adjacent to the work area. ,
C. The Owner's Authorized Representative will be responsible for determining if noise, dust,
and odor levels are objectionable in any area and has the authority to stop work to ensure
compliance.
D. Shields, physical barriers, or enclosures for noise - producing machinery are recommended
during occupied hours.
E. Conduct truck loading and unloading so that noise is kept to a minimum.
1.06 DATA CENTER ENVIROMENTAL CONTROL
A. Cooling is required in the data center to maintain existing system operational. Work shall be
performed so that required cooling capacity is maintained continuously. Cooling capacity
may be maintained using the existing environmental control unit or portable units provided
by the Contractor. Refer to Section 01 50 00 — Temporary Facilities and Controls. I
1.06 SECURITY AND ACCESS
A. The Contractor shall take all reasonable precautions to maintain building and site security
during construction. The Contractor shall be responsible for all loss or damage from theft or
vandalism resulting from inadequate security. I
B. Some locations in the building are secure areas. Where required by the Owner, workers in
secure area will have to pass a security background check. The Owner may reject any
worker who is considered to be a security risk.
C. The data center is a secure area.
1.07 FURNISHINGS TO REMAIN IN WORK AREA
A. Items of equipment, furnishings, and material required for use by the Owner will remain at
their present locations. Contractor shall take all precautions to protect Owner equipment,
furnishings, and other materials from damage. Contractor is responsible for all damage to
Owner equipment, furnishings, and materials resulting from work. '
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M012.01 01 35 00 - 2 Special Procedures
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PART 2 - PRODUCTS
1 2.01 THIS PART NOT USED
I PART 3 - EXECUTION
I 3.01 THIS PART NOT USED
END OF SECTION
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M012.01 01 35 00 - 3 Special Procedures
SECTION 01 41 00
REGULATORY REQUIREMENTS
' PART 1 - GENERAL
1.01 CODES AND STANDARDS
' A. Comply with national, state, and all local codes, safety orders, applicable building code
ordinances, and requirements of the serving utility.
B. Design features outlined in the Contract Documents shall take precedence when over and
above the requirements of relevant codes. Relevant codes serve only as minimum standards.
' C. Where execution of the work as outlined in the Contract Documents would be in conflict
with codes and standards, Contractor shall immediately notify the Engineer and shall not
perform any work until clarification and direction are obtained. Contractor shall be
' responsible for and shall pay for all associated costs for correcting any work the Contractor
performs which does not comply with codes and standards, whether or not it has been
completed in accordance with the design as outlined in the Contract Documents.
D. All materials and equipment used shall, where rated, bear the seal of approval of the NEPA,
UL, and conform to applicable ANSI, ASME, NEMA, and OSHA standards.
' 1.02 PERMITS AND INSPECTIONS
A. Plan check will be obtained by Owner.
M B. Contractor shall obtain the approved plans d pl sand specifications from City of Tigard Building
Department and pay permit fees.
' C. Contractor shall arrange for all required inspections and deliver certificates of final inspection
upon completion of work.
PART 2 - PRODUCTS
111 2.01 THIS PART NOT USED
PART 3 - EXECUTION
3.01 THIS PART NOT USED
' END OF SECTION
M012.01 01 41 00 - 1 Regulatory Requirements
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SECTION 01 42 19
REFERENCE STANDARDS
PART 1 - GENERAL
1.01 REQUIREMENTS INCLUDED
' A. Applicability of Reference Standards.
B. Provision of Reference Standards at site.
C. Acronyms used in Contract Documents for Reference Standards. Source of Reference
Standards.
' 1.02 QUALITY ASSURANCE
' A. For products or workmanship specified by association, trade, or Federal Standards, comply
with requirements of the standard, except when more rigid requirements are specified or are
required by applicable codes.
B. The date of the standard is that in effect as of the Bid date, except when a specific date is
specified.
C. When required by individual Specifications section, obtain copy of standard. Maintain copy
at jobsite during submittals, planning, and progress of the specific work, until Substantial
Completion.
1.03 SCHEDULE OF REFERENCES
' AA ALUMINUM ASSOCIATION
818 Connecticut Avenue, N.W.
Washington, D.C. 20006
AABC ASSOCIATED AIR BALANCE COUNCIL
1000 Vermont Avenue, N.W.
Washington, D.C. 20015
ACI AMERICAN CONCRETE INSTITUTE
Box 19150
Reford Station
Detroit, MI 48219
' ADC AIR DIFFUSION COUNCIL
435 North Michigan Avenue
Chicago, IL 60611
AGC ASSOCIATED GENERAL CONTRACTORS OF AMERICA
1957 E Street, N.W.
Washington, D.C. 20006
AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION
' 1221 Avenue of the Americas
New York, NY 10020
M012.01 01 42 19 - 1 Reference Standards
I
AMCA AIR MOVEMENT AND CONTROL ASSOCIATION
30 West University Drive
Arlington Heights, IL 60004
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE I
1430 Broadway
New York, NY 10018
1
ARI AIR - CONDITIONING AND REFRIGERATION INSTITUTE
1815 North Fort Myer Drive
Arlington, VA 22209 ,
ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATING AND
AIR CONDITIONING ENGINEERS
345 East 47th Street
New York, NY 10017
ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS
345 East 47th Street
New York, NY 10017 '
ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS
1916 Race Street
Philadelphia, PA 19103
1
FS FEDERAL SPECIFICATION
General Services Administration
Specifications and Consumer Information
Distribution Section (WFSIS)
Washington Navy Yard, Bldg. 197 '
Washington, D.C. 20407
IEEE INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS
345 East 47th Street
New York, NY 10017
MIL MILITARY SPECIFICATION
Naval Publications and Forms Center
5801 Tabor Avenue
Philadelphia, PA 19120 1
MSS MANUFACTURER'S STANDARDIZATION SOCIETY
420 Lexington Avenue ,
New York, NY
NEMA NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION
2101 L Street, N.W.
Washington, D.C. 20037
M012.01 01 42 19 - 2 Reference Standards
I
NETA NATIONAL ELECTRIC TESTING ASSOCIATION
450 Murdock Avenue
Meridien, CT 06450
NFPA NATIONAL FIRE PROTECTION ASSOCIATION
Battery March Park
Quincy, MA 02269
PS PRODUCT STANDARD
U.S. Department of Commerce
U Washington, D.C. 20203
SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL
ASSOCIATION
' 8224 Old Court House Road
Vienna, VA 22180
TAS TECHNICAL AID SERIES
Construction Specifications Institute
1150 Seventeenth Street, N.W.
Washington, D.C. 20036
UL UNDERWRITERS' LABORATORIES, INC.
333 Pfingston Road
Northbrook, IL 60062
p.
PART 2 - PRODUCTS
2.01 THIS PART NOT USED
PART 3 - EXECUTION
' 3.01 THIS PART NOT USED
' END OF SECTION
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1 M012.01 01 42 19 - 3 Reference Standards
SECTION 01 50 00
' TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL
1.01 REQUIREMENTS INCLUDED
A. Temporary Fire Protection.
' B. Staging Areas and Materials Storage.
C. Electricity, Lighting.
D. Heating, Cooling, and Ventilation.
E. Telephone Service.
F. Water.
' G. Sanitary Facilities.
H. Cleaning during Construction.
I. Parking.
J. Removal.
1.02 RELATED SECTIONS
' A. 01 10 00 Summary of Work
B. 01 35 00 Special Procedures
' 1.03 TEMPORARY FIRE PROTECTION
' A. Maintain existing fire protection, fire sprinkler and fire alarm systems in operable condition
during construction.
' B. Provide extensions and temporary systems to maintain specified or existing conditions for
fire protection.
' 1.04 STAGING AREAS AND MATERIALS STORAGE.
A. Areas for staging and material storage as designated by Owner.
B. Materials and equipment stored in accordance with Section 01 60 00.
C. Clean and repair any damage caused during staging, handling, and storage of materials.
Return areas and existing facilities to specified or original condition.
M012.01 01 50 00 - 1 Temporary Facilities and Controls
1
1.05 ELECTRICITY, LIGHTING
A. Connect to existing service, provide branch wiring and distribution boxes located to allow
service and lighting by means of construction -type power cords. Owner will pay costs of
energy used. I
B. Provide lighting for construction operations.
C. Existing and permanent lighting may be used during construction. Maintain lighting and
make routine repairs.
1.06 HEAT, COOLING, AND VENTILATION
A. Schedule work in a manner to provide continuous space conditioning to occupied areas of
the facility. Coordinate utility interruptions in a manner so as to maintain temperature and
humidity at levels acceptable to Owner.
B. Contractor shall maintain on -site one or more portable, temporary cooling units having a
combined total sensible cooling capacity of ten tons. Units may be air - cooled or water
cooled. Contractor is responsible for all temporary connections to make units fully
operational including electrical connections, ductwork, piping, and drainage. '
C. Owner will pay costs of energy used by existing facilities.
D. Prior to operation of permanent facilities for temporary purposes, verify that installation is '
approved for operation, and that filters are in place.
1.07 TELEPHONE SERVICE
A. Provide telephone and directory listing name and business phone number of at least the
following:
1. Each contractor and subcontractor.
2. Owner.
3. Owner's consultants.
4. Testing laboratories.
5. Physicians.
1.08 WATER '
A. Connect to existing facilities; extend branch piping with outlets located so that water is
available by use of hoses. Owner will pay for water used.
1.09 SANITARY FACILITIES
A. Provide temporary toilet facilities for use by construction crew. Maintain in sanitary
condition.
1.10 CLEANING DURING CONSTRUCTION
A. Do not allow accumulation of waste materials and rubbish; regularly dispose of demolition
and construction debris off -site. Contractor shall provide trash receptacles and pay for
servicing.
M012.01 01 50 00 - 2 Temporary Facilities and Controls
1.11 PARKING
A. Contractor may purchase monthly permits for a maximum of four vehicles in the onsite lot.
Contractor is responsible for acquiring any additional, offsite parking.
1.12 REMOVAL
A. Remove temporary materials, equipment, services, and construction prior to Substantial
Completion inspection.
B. Clean and repair damage caused by installation or use of temporary facilities. Restore
existing facilities used during construction to specified or to original condition.
' PART 2 - PRODUCTS
2.01 THIS PART NOT USED
PART 3 - EXECUTION
' 3.01 THIS PART NOT USED
END OF SECTION
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M012.01 01 50 00 - 3 Temporary Facilities and Controls
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' SECTION 01 60 00
PRODUCT REQUIREMENTS
' PART 1 - GENERAL
1.01 REQUIREMENTS INCLUDED
A. Products.
' B. Workmanship.
C. Manufacturer's Instructions.
D. Transportation and Handling.
' E. Storage and Protection.
1.02 PRODUCTS
' A. Products include material, equipment, and systems.
B. Comply with specifications and referenced standards as minimum requirements.
' C. Components required to be supplied in quantity within a specification section shall be the
same, and shall be interchangeable.
D. Do not use materials and equipment removed from existing structure, except as specifically
required, or allowed, by Contract Documents.
' 1.03 WORKMANSHIP
A. Contractor shall perform all work in accordance with contract documents manufacturer's
instructions, codes, and recognized industry standards. Work determined to be of inferior
quality by Owner's representative shall be replaced at no expense to Owner.
1.04 TRANSPORTATION AND HANDLING
A. Transport products by methods to avoid product damage; deliver in undamaged condition in
manufacturer's unopened containers or packaging, dry.
B. Provide equipment and personnel to handle products by methods to prevent soiling or
' damage.
C. Promptly inspect shipments to assure that products comply with requirements, quantities are
' correct, and products are undamaged.
1.05 MANUFACTURER'S INSTRUCTIONS
A. Perform work in accordance with Manufacturer's instructions.
B. Do not omit preparatory or installation procedures required by Manufacturer, unless
' specifically modified or exempted by Contract Documents.
' M012.01 01 60 00 - 1 Product Requirements
I
C. When Contract Documents require work to comply with Manufacturer's instructions, obtain
and distribute such instructions to parties performing work including two copies to Engineer. ,
Maintain one set at job site during installation and until acceptance.
D. Handle, install, connect, clean, condition, and adjust products in strict accordance with such
instructions and in conformance with specified requirements.
E. Should job conditions or specified requirements conflict with Manufacturer's instructions,
notify Engineer immediately. Do not proceed with work without clear instructions.
1.06 STORAGE AND PROTECTION
A. Store products in accordance with manufacturer's instructions, with seals and labels intact
and legible. Store sensitive products in weathertight enclosures; maintain within temperature
and humidity ranges required by manufacturer's instructions. '
B. For exterior storage of fabricated products, place on sloped supports above ground. Cover
products subject to deterioration with impervious sheet covering; provide ventilation to avoid
condensation.
C. Arrange storage to provide access for inspection. Periodically inspect to assure products are
undamaged, and are maintained under required conditions.
D. After installation, provide coverings to protect products from damage from traffic and
construction operations, remove when no longer needed.
PART 2 - PRODUCTS
2.01 THIS PART NOT USED
PART 3 - EXECUTION
3.01 THIS PART NOT USED '
END OF SECTION
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M012 01 01 60 00 - 2 Product Requirements
SECTION 01 73 29
CUTTING AND PATCHING
' PART 1 - GENERAL
1.01 REQUIREMENTS INCLUDED
' A. Requirements and limitations for cutting and patching of work.
' 1.02 COORDINATION OF WORK
A. See Section 01 10 00 - SUMMARY OF WORK.
B. It is the responsibility of the Contractor to provide cutting and patching to allow the
installation of materials and equipment as specified under Divisions 1 through 28 or to assign
' the responsibility for cutting and patching to the appropriate trade or subcontractor.
C. Areas to be patched as a result of demolition work are shown on some drawings. Additional
patching may be required. It is the Contractor's responsibility to coordinate with all trades to
' ensure that all repair and refinishing work necessary for the completion of the project is
accomplished.
' 1.03 DESCRIPTION
A. Execute cutting, fitting, and patching to complete work and to:
1. Fit the several parts together, to integrate with other work.
2. Uncover work to install ill -timed work.
3. Remove and replace defective and non - conforming work.
' 4. Remove samples of installed work for testing where requested.
5. Provide openings in non - structural elements for penetrations of mechanical and
electrical work.
' 6. Provide openings in exterior walls for equipment installation.
1.04 SUBMITTALS
' A. Submit written request in advance of cutting or alteration which affects:
1. Structural integrity of any element of the project.
2. Integrity of weather exposed or moisture resistant element.
' 3. Efficiency, maintenance or safety of any operational element.
4. Visual qualities of site exposed elements.
' B. Include in request:
1. Necessity for cutting or alteration.
2. Description of proposed work and products to be used.
3. Alternates to cutting and patching.
4. Date and time work will be executed.
M012.01 01 73 29 - 1 Cutting and Patching
1
PART 2 - PRODUCTS
2.01 MATERIALS
A. Match those provided in original installation. '
PART 3 - EXECUTION
3.01 INSPECTION
A. Inspect existing conditions, including elements subject to damage or movement during
cutting and patching.
B. After uncovering, inspect conditions affecting performance of work. '
C. Beginning of cutting or patching means acceptance of existing conditions by contractor.
3.02 PREPARATION '
A. Provide supports to assure structural integrity of surroundings; devices and methods to
protect other portions of project from damage.
B. Provide protection from elements for areas which may be exposed by work; maintain
excavations free of water.
3.03 PERFORMANCE
A. Cut openings, pockets, and chases neatly. Use carborundum saws or approved means or
devices. Saw cut pavement with vertical straightline joints. Locate cuts at existing joint,
reveal, or other pattern mark. 1
B. Execute work by methods to avoid damage to other new or existing work, and which will
provide proper surfaces to receive patching and finishing. '
C. Fit work airtight in interior walls, watertight in exterior walls, to pipes, sleeves, ducts,
conduit, and other penetrations through surfaces.
D. Refinish surfaces to match adjacent finishes. For continuous surfaces, refinish to nearest
intersection or previous joint; for an assembly, refinish entire unit.
E. Repaint surfaces to match existing surfaces to nearest break.
F. Patch openings left in floors, walls, or ceilings from pipe or conduit removed to match '
existing walls or floors.
3.04 CLEANING 1
A. Perform final cleaning.
1. Maintain all areas including contract occupied areas in a clean, hazard free condition.
2. Clean spillage, overspray, and heavy collection of dust in Owner occupied areas
immediately.
M012.01 01 73 29 - 2 Cutting and Patching
1
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B. At completion of work of each trade, clean area and make surfaces ready for work of
' successive trades.
C. At completion of alterations work in each area, provide final cleaning and return space to a
' condition suitable for use.
' END OF SECTION
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' M012.01 01 73 29 - 3 Cutting and Patching
1
SECTION 01 77 00
CLOSEOUT PROCEDURES
' PART 1 - GENERAL
1.01 SECTION INCLUDED
A. Closeout Procedures
1.02 DEFINITIONS:
' A. Substantial Completion: In addition to the definitions of Substantial Completion included
in the General Conditions, Substantial Completion is further defined to include equipment
' start-up, operator training, and receipt of draft operations and maintenance manuals.
1.03 CLOSEOUT PROCEDURES
' A. Comply with procedures stated in General Conditions of the Contract for issuance of
Certificate of Substantial Completion.
' B. When Contractor considers work has reached final completion, submit written certification
of the following items:
' 1. Contract Documents have been reviewed.
2. Work has been inspected by Contractor for compliance with Contract Documents.
3. Work is complete in accordance with Contract Documents and is ready for inspection.
4. Each system has been tested and verified operational.
C. In addition to submittals required by the conditions of the Contract, provide submittals
required by governing authorities, and submit a final statement of accounting giving total
' adjusted contract sum, previous payments, and sum remaining due.
D. Owner will issue a final change order reflecting approved adjustments to Contract sum not
previously made by change order.
1.04 RE- INSPECTION OF WORK
A. If re- inspection for Substantial Completion or Final Completion is required, the cost to
Owner of all Engineer's re- inspection services will be deducted from the Contract Sum.
PART 2 - PRODUCTS
2.01 THIS PART NOT USED
PART 3 - EXECUTION
3.01 THIS PART NOT USED
END OF SECTION
M012.01 01 77 00- 1 Closeout Procedures
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SECTION 01 78 23
OPERATING AND MAINTENANCE DATA
' PART 1 - GENERAL
1.01 REQUIREMENTS INCLUDED
A. Compilation of product data and related information required for maintenance of products.
' B. Preparation of operation and maintenance data and instructions for systems and equipment.
C. Submittal of operation and maintenance data.
' 1.02 SUBMITTALS
A. Submit three copies of operating and maintenance manuals for all operating apparatus and
' equipment furnished under the Contract to the Engineer 30 days or more prior to date of final
inspection.
' B. Bind manuals in 3 -inch, three -ring, high quality vinyl covered binders, clearly indexed and
provided with thumb tabs for each item or product. Include a directory of all subcontractors
and maintenance contractors with names, addresses, and telephone numbers, indicating the
area of responsibility for each. Index tabs shall match submittal schedule and include any
additional information required for operations and maintenance, whether in submitted
schedule or not.
C. Manuals shall contain full information for each item of mechanical, electrical, or other
operating equipment, including:
1. Schematic diagrams of all control systems.
' 2. Circuit directories for each electrical and communications panelboard.
3. Manufacturer's instructions for installation, startup, operation, inspection, and
maintenance.
4. Lubrication schedules.
5. Performance capacity.
6. Catalog data sheets.
' 7. Parts list.
8. Maintenance schedules.
9. List of recommended spare parts.
' D. Maintenance instructions shall indicate routine -type work with step -by -step instructions that
should be performed to ensure long life and proper operations. Recommended frequency of
performance shall also be included.
' E. Mark the model actually provided where the literature covers more than one model. Include
four copies of all submittal data corrected to "as- built" conditions within the manual.
F. Provide a composite summary table indicating each item of equipment listed in the
operations and maintenance manual and its required maintenance and time period. This
summary table shall be the first section in the O &M manual.
M012.01 01 78 23- 1 Operating and Maintenance Data
1
PART 2 - PRODUCTS
2.01 THIS PART NOT USED
PART 3 - EXECUTION '
3.01 THIS PART NOT USED
END OF SECTION
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M012.01 01 78 23- 2 Operating and Maintenance Data
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SECTION 01 78 36
WARRANTIES
PART 1 - GENERAL
1.01 REQUIREMENTS INCLUDED
A. Preparation and submittal of warranties and bonds.
' 1.02 WARRANTIES AND BONDS REQUIRED
A. Warranties and bonds required for specific products or work as detailed in individual
specification sections.
1.03 FORM AND TIME OF SUBMITTAL OF WARRANTIES AND BONDS
A. Provide duplicate, notarized copies. Execute contractor's submittals and assemble
documents executed by subcontractors, suppliers, and manufacturers. Provide table of
contents and assemble in binder with durable plastic cover.
' B. Submit material prior to final application for payment. For equipment put into use with
Owner's permission during construction, submit within ten (10) days after first operation.
' For items of work delayed materially beyond date of Substantial Completion, provide
updated submittal within ten days after acceptance, listing date of acceptance as start of
warranty period.
C. Subcontractor Warranties:
1. The following trades shall execute a warranty form. See Warranty Form, attached
herein.
'
• Mechanical
• Electrical
2. Warranty shall be for a minimum of one (1) year unless otherwise indicated above
' and/or in individual sections of the specifications.
3. The completed warranty form and two (2) copies signed by the Subcontractor and
countersigned by the General Contractor shall be forwarded by the Contractor to the
' Owner with one (1) copy of each to the Engineer.
4. All warranties are to be executed on subcontractor's letterhead, unless otherwise noted.
PART 2 - PRODUCTS
2.01 THIS PART NOT USED
PART 3 - EXECUTION
3.01 THIS PART NOT USED
' END OF SECTION
M012.01 01 78 36 - 1 Warranties
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SUBCONTRACTOR'S LETTERHEAD
WARRANTY FOR
We hereby warrant that the , has
been done in strict accordance with the Drawings and Specifications and that the work installed will fulfill
the requirements of those specifications. We agree to repair or replace, or cause to be repaired or replaced,
any or all of work which may prove to be defective in workmanship or materials, together with any adjacent
work which requires repair or replacement because of our defective work, within a period of years from
the date of final acceptance by the Owner, ordinary wear and tear, and unusual abuse or neglect excepted.
If we fail to commence to comply with the above paragraph within 10 days after receipt of written notice
from the Owner to do so or fail to pursue such compliance with diligence, we jointly and severally, do
hereby authorize the Owner to proceed to have the defects repaired and made good at our sole expense, and
we honor and pay the costs and charges for such repair, together with interest at the maximum rate permitted
by law, upon demand. If we fail to fulfill the preceding obligations, and if the Owner brings an action to
enforce this warranty, we agree to pay the Owner's reasonable attorney's fee incurred in connection there-
with.
Signed: ,
(Subcontractor)
Countersigned:
(General Contractor)
a. The General Contractor shall execute the warranty form as shown above. 11 1
b. All manufacturer's equipment warranties shall be filled out, dated and signed, and
forwarded together with two (2) copies of the original to the Owner.
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M012.01 01 78 36 - 2 Warranties
SECTION 01 78 39
PROJECT RECORD DOCUMENTS
PART 1 - GENERAL
1.01 REQUIREMENTS INCLUDED
' A. Maintenance and submittal of record documents and samples.
' 1.02 MAINTENANCE OF DOCUMENTS AND SAMPLES
A. In addition to requirements in general conditions, maintain at the site one record copy of:
1. Contract drawings.
2. Specifications.
3. Addenda.
4. Change orders and other modifications to the contract including Field Orders.
' 5. Reviewed shop drawings, product data, and samples.
6. Field test records.
7. Inspection certificates.
' B. Store record documents and samples apart from documents used for construction. Provide
files, racks, and secure storage for record documents and samples.
' C. Label and file record documents and samples in accordance with section number listings in
Table of Contents of this project manual. Label each document "PROJECT RECORD" in
neat, large, printed letters.
D. Maintain record documents in a clean, dry and legible 1 gable condition. Do not use record
documents for construction purposes.
' E. Keep record documents and samples available for inspection by Engineer.
' 1.03 RECORDING
A. Record information on a set of blueline opaque drawings, provided by Owner.
' B. Use archival ink marking pens for recording information: Red for additions, green for
deletions.
' C. Record information concurrently with construction progress. Do not conceal any work until
required information is recorded.
' D. Contract drawings and shop drawings: Legibly mark each item to record actual construction,
including:
1. Measured horizontal and vertical locations of underground utilities and appurtenances,
' referenced to permanent surface improvements.
2. Measured locations of internal utilities and appurtenances concealed in construction,
referenced to visible and accessible features of construction.
' 3. Field changes of dimension and detail.
4. Changes made by modifications.
5. Changes to control diagrams and schematics.
' 6. Details not on original contract drawings such as conduit and wiring runs.
7. References to related product data, shop drawings, and modifications.
M012.01 01 78 39 - 1 Project Record Documents
E. Specifications: Legibly mark each item to record actual construction, including: '
1. Manufacturer, trade name, and catalog number of each product actually installed,
particularly optional items and substitute items.
2. Changes made by Addenda and modifications. '
F. Other Documents: Maintain manufacturer's certifications, inspection certifications, and field
test records required by individual specifications sections. i
1.04 SUBMITTALS
A. Prior to final completion deliver record drawings and samples to Owner. 1
B. Transmit with cover letter in duplicate, listing:
1. Date.
2. Project title and number.
3. Contractor's name, address, and telephone number.
4. Number and title of each record document.
5. Signature of contractor or authorized representative.
PART 2 - PRODUCTS
2.01 THIS PART NOT USED
PART 3 - EXECUTION
3.01 THIS PART NOT USED
END OF SECTION
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M012.01 01 78 39 - 2 Project Record Documents
SECTION 02 41 00
U DEMOLITION AND SALVAGE
PART 1 - GENERAL
1.01 DEMOLITION
' A. Perform demolition work required for completion of new work, as shown on drawings, and
as specified herein. Demolition plans and specifications generally show the extent of
demolition required. They do not relieve contractor of responsibility for all demolition re-
quired to complete the work under this Contract.
' B. Completely remove all piping, wiring, conduit, and other devices associated with the
equipment not to be re -used in the new work. This includes all pipe, valves, fittings,
insulation, and all hangers including the top connection and any fastenings to building
structural systems. Seal all openings after removal of equipment, pipes, ducts, and other
' penetrations in roof, walls, floors, in an approved manner and in accordance with plans
and specifications where specifically covered. Structural integrity of the building system
shall be maintained.
' C. Perform only that demolition work necessary and required for completion of new work.
D. All demolition work other than minor work to be reviewed with and approved by Owner
prior to starting.
E. In addition to demolition shown, cut, move or remove items as necessary to provide access,
to allow alterations and new work to proceed, or items that abandoned and serve no useful
purpose. Include such items as:
' 1. Repair or removal of hazardous or unsanitary conditions.
2. Removal of unsuitable or extraneous materials not marked for salvage, and debris
such as rotted wood, rusted metals, and deteriorated concrete.
3. Removal of abandoned items and items serving no useful purpose as a result of the
' work of this contract such as abandoned piping, conduit and wiring. Remove items
back to active piping mains or junction boxes.
1.02 REMOVED MATERIAL
A. Salvage all pieces of equipment which are removed as a result of new work, and which are
' not intended for reuse to Owner unless specifically waived by Owner. If waived by Owner,
equipment shall become the property of the Contractor and shall promptly be removed from
the work site.
B. All removed material not to be salvaged to the Owner or reused shall become property of
the Contractor, and shall be promptly removed from site. Do not store or permit debris to
accumulate on site.
C. Care should be taken when removing salvaged equipment to avoid damage and to maintain
equipment in an operational condition. Contractor is responsible and shall pay for all
damages to salvaged equipment found to be non - operational after delivery to Owner.
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M012.01 02 41 00 - 1 Demolition and Salvage
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1.03 COORDINATION WITH EXISTING TO REMAIN
A. When demolition work affects the support, access to, or operation of existing equipment or
materials, Contractor shall provide new support, access means, and any other modifications
necessary to maintain existing systems fully maintainable, operational, and in compliance
with regulatory codes.
1.04 PROTECTION
A. Protect workers, passers -by, and neighboring property from injury and damage. Protect
existing building services including roofing and flashing from damage. Protect access and
egress in public areas. Provide temporary guardrails and barricades to assure safe access
through adjacent areas of construction. Protect existing utilities and active services to all
operating systems indicated or not.
PART 2 - PRODUCTS
2.01 THIS PART NOT USED
PART 3 - EXECUTION '
3.01 THIS PART NOT USED
END OF SECTION
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M012.01 02 41 00 - 2 Demolition and Salvage
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SECTION 20 05 00
I GENERAL MECHANICAL PROVISIONS
PART 1 - GENERAL
1 1.01 CONTRACT DOCUMENTS
I A. General mechanical requirements specified in Division 20 apply to all work performed in
Divisions 21.
I B. The Contract Documents are complementary. What is required by any one, as affects this
Division, shall be as binding as if repeated herein.
I C. Separation of this Division from other Contract Documents shall not be construed as
segregation of the work.
D. Particular attention is called to Instructions to Bidders, General Conditions, Drawings and
Specifications, and modifications incorporated in the documents before execution of the
Agreement.
I E. Location of equipment on Drawings is approximate. Plan exact location with respect to site
measurements and work of other trades prior to starting work. If measurements differ
slightly, modify work. If measurements differ substantially, notify Engineer prior to
I fabrication.
F. Make minor changes in equipment connections and equipment locations as directed or
III required before rough -in without extra cost.
1 .02 WORK INCLUDES
I A. Contractor shall furnish and install all necessary equipment and labor to provide the
specified HVAC systems.
I B. Omissions: Omission of expressed reference to any item of labor or material necessary for
the proper execution of the work shall not relieve responsibility from providing such
additional labor or material.
I 1.03 DEFINITIONS
I A. Authority Having Jurisdiction (AHJ): The governmental agency or sub - agency which
regulates the construction process.
I B. Owner's Authorized Representative (OAR): Owner's representative with authority to act
on Owner's behalf.
I 1.04 COORDINATION
A. Contractor shall coordinate all work in Divisions 20 through 25 with work specified in
I other Divisions to provide a complete installation. Expense of changes required because of
lack of supervision or coordination shall be borne by the Contractor. Such changes shall be
to the satisfaction of and directly supervised by the Engineer.
I
I M012.01 20 05 00 - 1 General Mechanical Provisions
1
B. Check drawings of other trades to avert possible installation conflicts. Should major
changes from original drawings be necessary to resolve such conflicts, notify Engineer and
secure written approval and agreement on necessary adjustments before installation is
started.
C. Architectural drawings govern all other drawings. Consult in detail the door swings, I
counter heights and similar items affecting work before rough -in.
1.05 SUBMITTALS AND SHOP DRAWINGS ,
A. Provide in accordance with SECTION 01 33 00 — SUBMITTAL PROCEDURES.
B. Manufacturers' product data and shop drawings shall be submitted as follows: '
1. Prior to delivery of submittal documents, contractor shall review all manufacturers'
product data, shop drawings, and samples for compliance and conformance with
specifications, and shall incorporate changes, corrections and deviations known to
exist. Contractor shall affix his review stamp to documents and acknowledge such
review by his signature.
2. Submittals for manufacturers' product data and shop drawings shall be in sufficient
detail to establish conformance with specified requirements and as outlined under
Product Data, Shop Drawings and Samples described below. Specific features shall
be marked with color contrasting ink on printed literature. If translucent highlighting
method is used, highlighted print shall be reproducible by photocopy.
3. A complete submittal document shall be assembled in one or more three -ring, loose -
leaf binders. The complete document shall consist of all items identified in the
submittal schedule.
4. Order of the bound contents shall be same as in the submittal schedule.
5. Each item or logical group of items shall be identified by a separate tab marker in the
bound document (example: "pumps," "air compressors," etc.).
6. Each bound document shall contain a Table of Contents which lists each tab and each
item under each tab.
7. Catalog data and shop drawings (each separate item) shall be identified by the name
of the item, the system, the applicable specification paragraph number, drawings
number, and schedule.
8. Multiple submissions or submissions of manufacturers' product data or shop
drawings other than in one complete assembled document are not acceptable except
where prior written approval has been obtained. In such cases, a list of data to be
submitted later shall be included with the first submission. ,
C. Resubmittals shall be complete substitutions of original submittals.
D. Submittal information required must be provided regardless of whether the proposed item 1
or work is in exact accordance with specification requirements.
E. No item requiring approved submittal information shall be delivered to the site or
installed or any associated work performed until required submittals have been approved
for compliance with the Contract Documents by the Engineer. Any item delivered to the
site or installed, or any work performed without an approved submittal, which is deficient
in any way, shall be removed from the site at no expense to Owner.
F. Manufacturers' Product Data:
1. Manufacturers' product data shall consist of one or more levels of manufacturer's
information as described below and as requested in the submittal schedule. The three
levels of information include: manufacturer's list, manufacturer's catalog data, and
M012.01 20 05 00 - 2 General Mechanical Provisions
manufacturer's technical and engineering data. Mark submittal information under
' each level to identify applicable products, models, options, and other information as
it relates to the specifications.
2. Manufacturer's List. Manufacturer's list shall include a typewritten list of
manufacturer's name, sizes and model or catalog numbers, referenced to the
specification section.
3. Manufacturer's Catalog Data. Manufacturer's catalog data shall include standard
catalog information marked to indicate specific equipment proposed and point of
' operation, if appropriate. Include installation instructions.
4. Manufacturer's Technical and Engineering Data. Manufacturer's Technical and
Engineering Data shall include materials, dimensions, details, installation
instructions, weights capacities, illustrations, wiring diagrams, control diagrams,
piping diagrams, connection diagrams, performance data (including performance
curves), mix designs, and any other information required for a complete and thorough
evaluation of the equipment or items specified, and to verify compliance with the
specifications. Such data shall be clearly marked to indicate point of operation and
performance as required by the specifications. Control diagrams or control
schematics, where specified and required by the submittal schedule, shall include a
detailed schematic of the proposed control modifications and their interface with
existing control equipment, where appropriate, and a manufacturer and model
number listing of all proposed control components shown on the control schematic.
G. Shop Drawings:
1. Shop drawings are construction drawings of an item being manufactured specifically
' for this project. Shop drawings include dimensions, construction details, weights,
and additional information to identify the physical features of the piece of equipment.
2. Submit shop drawings in the form of blueline reproductions. After review by
engineer, contractor shall make appropriate changes on original, reproduce, and
distribute to the necessary parties including the engineer.
3. Minimum scale for shop drawings shall be 1/4" = 1'0" or larger if required for clarity.
H. Submittal Schedule
1. Submittals for manufacturers' product data, shop drawings, and samples are as
indicated below. Each item requiring a submittal is given the following code.
' 1 - Manufacturer's list
2 - Manufacturer's catalog data
' 3 - Manufacturer's technical and engineering data
4 - Shop drawings
5 - Samples
' 6 - Certificates
7 - Test data
8 - Worker's qualifications
9 - Special requirements, see individual specification sections
' Division 20 - General Mechanical Code
20 05 29 Pipe Hangers, Supports, Sleeves, and Seals 2
20 05 48 Seismic Control for Mechanical Systems 1,2,3,4,9
20 05 53 Identification for Mechanical Equipment 2
M012.01 20 05 00 - 3 General Mechanical Provisions
Division 21 — Fire Protection
21 22 16 Clean -Agent Fire - Extinguishing Systems 9 '
Division 23 — HVAC
23 33 00 Ductwork Accessories 1,2,3
1.06 QUALITY ASSURANCE '
A. All materials and equipment provided hereunder shall be installed and start-up in complete
conformance with the manufacturer's recommendations.
B. Asbestos products or equipment or materials containing asbestos shall not be used.
C. Certify that each welder has passed the American Welding Society (AWS) qualification
tests for the welding processes involved, and that certification is current.
1.07 DESIGN REQUIREMENTS I
A. Equipment and systems provided hereunder shall be rated to provide performance specified
and scheduled on drawings at the elevation of the project site. I
1.08 CODES, STANDARDS
A. Applicable codes and standards shall determine minimum requirements for materials, '
methods, and labor practices not otherwise stated herein.
B. Work shall comply with the Americans with Disabilities Act (ADA).
1.09 TEMPORARY SERVICES
A. Provide in accordance with SECTION O1 50 00 — TEMPORARY FACILITIES AND
CONTROLS as required for completion of work. Provide additional filters as required to
keep areas clean during construction. '
B. Maintain existing systems operational. Damage to existing equipment resulting from work
under this Contract repaired at no expense to Owner.
1.10 OPERATIONS AND MAINTENANCE MANUALS
A. Bind manuals in three -ring, high quality vinyl covered binders, clearly indexed and
provided with thumb tabs for each item or product. Include a directory of all
subcontractors and maintenance contractors with names, addresses, and telephone
numbers, indicating the area of responsibility for each. Index tabs shall match submittal
schedule and include any additional information required for operations and maintenance,
whether in submitted schedule or not.
B. Maintenance instructions shall indicate routine -type work with step -by -step instructions
that should be performed to ensure long life and proper operations. Recommended
frequency of performance shall also be included. I
C. Provide copy of approved submittal for each product included in manual.
M012.01 20 05 00 - 4 General Mechanical Provisions
D. Provide printed copy and electronic configuration files for all packaged equipment
control systems furnished with equipment.
E. Mark the model actually provided where the literature covers more than one model.
Include four copies of all submittal data corrected to "as- built" conditions within the
manual.
F. Provide a composite summary table indicating each item of equipment listed in the
operations and maintenance manual and its required maintenance and time period. This
summary table shall be the first section in the O &M manual.
G. Operation and Maintenance Schedule
1. Manuals shall contain full information for each item of mechanical, electrical, or
other operating equipment.
1- Manufacturer's instructions for installation, startup, operation, inspection, and
maintenance.
2 - Lubrication schedules.
3 - Performance capacity.
4 - Catalog data sheets.
5 - Parts list.
6 - Maintenance schedules.
1.11 RECORD DRAWINGS
A.
1.12 Provide record "as- built" drawings in accordance with Division 1 requirements. Show all
deviations from Contract Drawings and location of underground lines by accurate
dimensions from building lines. Show depth of all stub outs and underground lines.
Dimension all concealed piping from column grids or building lines. Transfer all
information t
1.
2.
3.
to reproducible transparencies as required at the completion of the project.
DEMONSTRATION
A. General: After installation is complete, demonstrate to Engineer's satisfaction as being
complete and operational and entirely in conformance with Contract Documents.
B. Preparation: Prior to demonstration:
Submit check -off list indicating completeness of submittals and certificates of
compliance for review to Engineer.
Operate completed system for one week.
Verify that control verification is complete and verification report has been approved
by Engineer.
C. Arrange for demonstration with Owner, Engineer, required factory technicians, and
installer at least one week in advance of demonstration.
RAINING
A. Instruct Owner in proper operation and maintenance of equipment and systems.
Instruction shall generally include topics listed in manufacturer's operations and
maintenance manual. Operator instructions shall cover all aspects of manual, automatic,
and safety controls. Contractor shall also instruct the Owner in the general configuration
of systems and location of equipment and components.
M012.01 20 05 00 - 5 General Mechanical Provisions
B. Furnish competent qualified technicians knowledgeable in the specific building systems
and equipment provided for this project for a minimum of 24 -hours on -site to instruct
Owner in operation and maintenance of systems and equipment. Contractor shall keep a
log of this instruction including date, times, subjects, and those present and shall present
such log when requested by Engineer. Contractor shall coordinate training with Owner's
Project Manager and provide a schedule for training minimum two -weeks prior to
substantial completion. All training shall be complete 30 -days after substantial
completion.
C. Contractor shall furnish training by equipment manufacturers in addition to training
described in this section where specifically listed in other sections. Contractor shall
schedule training with Owner's Project Manager minimum 48 -hours prior to training
session. Equipment shall be fully operational prior to scheduling training session.
Manufacturer's field start -up, adjustment, and service will not fulfill manufacturer's
training requirement.
PART 2 - PRODUCTS
2.01 PRODUCTS AND MATERIALS
A. All materials employed in permanent construction shall be new, full weight, in first class
condition, and suitable for space provided. All similar materials shall be of one
manufacturer.
B. Scheduled equipment was used as the basis of design. If Contractor chooses to use
equipment that is not the basis of design, Contractor is responsible for all re- design and
construction costs associated with variations in arrangement, dimension, or capacity. Such
work may include, but is not limited to, changes to facility structure or dimensions and
revisions to associated mechanical and electrical systems needed to provide equal system
performance and maintainability.
2.02 ELECTRICAL EQUIPMENT
A. Electrical Disconnect Switch: Electrical disconnect switches specified for mechanical
equipment shall conform to OSHA Lock - out /Tag -out requirements.
PART 3 - EXECUTION
3.01 ACCESS TO EQUIPMENT AND ACCESSORIES
A. Install equipment with sufficient access for service. Where not conveniently accessible by
other means, provide adequately sized access doors for valves, dampers, motors, belts, and
all other mechanical equipment requiring access for removal or maintenance. Type, size
and exact location of access doors shall be coordinated with Architect prior to work.
B. Provide clearances for maintenance access as indicated on drawings or as recommended by
manufacturer. If access requirements shown on drawings conflict with manufacturer's
recommendations, provide larger clearance of the two.
C. If equipment location shown on drawings does not allow required access, notify Engineer
prior to start of work.
M012.01 20 05 00 - 6 General Mechanical Provisions
D. Apply and install all items in accordance with manufacturer's written y s rotten instructions. Refer
conflicts bctween the manufacturer's instructions and the contract drawings and
specifications to Engineer for resolution prior to starting work.
3.02 ARRANGEMENT AND INSTALLATION OF EQUIPMENT AND PIPING
A. Coordinate location of piping, sleeves, inserts, hangers, ductwork and equipment. Locate
' piping, sleeves, inserts, hangers, ductwork and equipment clear of windows, doors,
openings, lights, electrical outlets, and other services and utilities. Follow manufacturer's
published recommendations for installation methods not otherwise specified.
B. Operating Personnel Access and Observation Provisions: Select and arrange all
equipment and systems to provide clear view and easy access, without use of portable
ladders, for maintenance and operation of all devices including, but not limited to: all
equipment items, valves, filters, strainers, transmitters, sensors, control devices. All
gauges and indicators shall be clearly visible by personnel standing on the floor or on
permanent platforms. Do not reduce or change maintenance and operating space and
access provisions that are shown on the drawings.
C. Equipment and Piping Support: Coordinate structural systems necessary for pipe and
' equipment support with pipe and equipment locations to permit proper installation.
D. Location of pipe sleeves, trenches and chases shall be accurately coordinated with
equipment and piping locations.
E. Minor Piping: Small diameter pipe runs from drips and drains, water cooling, and similar
minor services are generally not shown but must be provided. Contractor is responsible
to provide all such minor piping where needed to maintain mechanical spaces clean and
dry and to allow full equipment function and maintenance.
F. Interconnection of Controls and Instruments: Generally not shown but must be provided.
This includes interconnections of sensors, transmitters, transducers, control devices,
control and instrumentation panels, instruments and computer workstations. Comply with
' NFPA -70.
G. Work in Existing Building: Cut required openings through existing masonry and
' reinforced concrete using diamond core drills. Use of pneumatic hammer type drills,
impact type electric drills, and hand or manual hammer type drills, will be permitted only
with approval of the Engineer. Locate openings that will least affect structural slabs,
' columns, ribs or beams. Refer to the Engineer for determination of proper design for
openings through structural sections and obtain layout approval prior to cutting or drilling
into structure. After Engineer's approval, carefully cut opening through construction no
larger than absolutely necessary for the required installation.
' H. Switchgear Drip Protection: Do not install piping above electrical switchgear.
Inaccessible Equipment:
1. Where the Engineer determines that the Contractor has installed equipment not
conveniently accessible for operation and maintenance, equipment shall be removed
' and reinstalled or remedial action performed as directed at no additional cost to the
Owner.
2. The term "conveniently accessible" is defined as capable of being reached without
the use of ladders, or without climbing or crawling under or over obstacles such as
M012.01 20 05 00 - 7 General Mechanical Provisions
motors, fans, pumps, belt guards, transformers, high voltage lines, piping, and
ductwork.
3.03 RIGGING
A. Design is based on use of available structure without modification except as specifically '
shown. Existing openings in building structures are planned to accommodate design
scheme.
B. Alternative methods of equipment delivery may be offered by Contractor and will be
considered by Engineer under specified restrictions of phasing and maintenance of
service as well as structural integrity of the building.
C. Close all openings in the building when not required for rigging operations to maintain
proper environment in the facility for Owner's operation and maintenance.
D. Contractor shall provide all facilities required to deliver specified equipment and place on
foundations. Attachments to structures for rigging purposes and support of equipment on
structures shall be Contractor's full responsibility. Where it is not clear that the building
structure has adequate capacity to support rigging, Contractor shall check all clearances,
weight limitations and shall offer a rigging plan designed by a Registered Professional
Engineer. All modifications to existing building structure, including reinforcement
thereof, shall be at Contractor's cost, time and responsibility.
E. Restore building to original condition upon completion of rigging work. ,
3.04 EXISTING EQUIPMENT REUSED OR RELOCATED
A. All equipment designated as existing or furnished by Owner shall be cleaned and repaired
before reinstallation. Any items requiring repair shall be brought to the attention of the
Construction Manager before the item is reinstalled. Damage not brought to the attention of
the Construction Manager shall be deemed the result of reinstallation of the item and shall
be repaired without expense to the Owner.
3.05 CLEANING SYSTEMS '
A. General: After all equipment, pipes and duct systems are installed, system shall be
thoroughly cleaned. Remove all stickers and tags from equipment or fixtures. Clean all
piping systems prior to installation of insulation or painting.
3.06 START UP
A. The Mechanical Contractor shall be responsible for ro er operation of all systems and
p p p Y
shall coordinate startup procedures, calibration and system checkout. System operational
problems shall be diagnosed and corrected as required for system operation prior to
substantial completion inspection.
B. Start equipment in accordance with manufacturer's recommendation and under '
manufacturer's supervision where required. Ensure that associated filters, strainers,
electrical overloads, and other devices intended to protect the equipment are installed and
functional prior to startup. ,
C. Verify that piping has been flushed and cleaned prior to startup.
M012.01 20 05 00 - 8 General Mechanical Provisions
' 3.07 LUBRICATION
A. Lubricate all devices requiring lubrication prior to initial operation. Field check all devices
for proper lubrication.
B. Equip all devices with required lubrication fittings or devices.
' C. All lubrication points shall be accessible without disassembling equipment, except to
remove access panels.
' END OF SECTION
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M012.01 20 05 00 - 9 General Mechanical Provisions
II
SECTION 20 05 29
I I
PIPE HANGERS, SUPPORTS, SLEEVES, AND SEALS
I I PART 1 - GENERAL
1.01 WORK INCLUDED
I I A. Pipe Hangers and Accessories.
I' B. Wall Supports.
C. Flashing, Sleeves, and Escutcheons.
I I 1.02 RELATED SECTIONS
A. SECTION 20 05 48 — SEISMIC CONTROL FOR MECHANICAL SYSTEMS
II 1.03 SUBMITTALS
I I A. Submit shop drawings, load ratings, approved calculations and attachments required for
alternative seismic assemblies. Provide registered structural engineer's stamp where
required by regulatory authority.
I I 1.04 QUALITY ASSURANCE
A. Seismic Restraint Requirements: Seismically restrain all piping per SMACNA Seismic
Restraint Manual Guidelines for Mechanical System.
B. Alternative hanger, support, and bracing methods may be submitted. Approval will be
I I based on demonstration that alternative methods provide equivalent function and satisfy the
functional requirements for the referenced standards.
I I PART 2 - PRODUCTS
2.01 PIPE HANGERS AND ACCESSORIES
I I A. Acceptable Manufacturer: ITT Grinnell, Gustin- Bacon, Michigan Hanger Co., Super Strut.
I ' B. General: Furnish standard hangers and supports complete with necessary inserts, bolts,
nuts, rods, washers, and other accessories.
C. Materials: Wrought steel, stainless steel, or wrought steel with copper plating. Match
I I
hangers and supports to piping material to prevent contact between dissimilar metals.
Rubber or vinyl coating in place of stainless steel or copper plating acceptable on low
temperature piping.
I' D. Adjustable Ring Hanger: For suspension of stationary piping. Comply with FS
WW- H -171E (Type 7). Similar to ITT Grinnell Fig. 269.
I I E. Adjustable Clevis Hanger: For suspension of stationary piping. Comply with FS
WW- H -171E (Type 1). Similar to ITT Grinnell Fig. 260.
I I F. Universal Trapeze: For suspension of multiple pipe runs. Similar to ITT Grinnell Fig. 46.
I I M012.01 20 05 29 - 1 Pipe Hangers, Supports, Sleeves, and Seals
II
G. Hanger Rods: Machine threaded. Threaded both ends or continuously. Carbon steel I I
similar to Grinnell Fig. 140 or Fig. 146
H. Concrete Inserts: For existing concrete slab, use steel shell and expander plug similar to I Phillips "Red Head" concrete fastener.
2.02 WALL SUPPORTS
I
A. Acceptable Manufacturers: ITT Grinnell, Gustin - Bacon, Michigan Hanger Co., Super
Strut.
B. Wall Supports: Welded steel bracket for piping support. Comply with FS WW- H -171E I I
(Type 32, 33, or 34). Similar to ITT Grinnell Fig.194, Fig. 195, or Fig. 199).
2.03 FLASHING, SLEEVES, AND ESCUTCHEONS I I
A. Flashing: 26 gauge galvanized steel or 4 lb /square foot lead sheet. I I
B. Sleeves: Schedule 40 steel pipe.
C. Escutcheons: Chrome plated brass or chrome plated steel. One piece type with set screw I I
for fastening to pipe or sleeve. Not less than 3/32 -inch thick for floor escutcheons. Not
less than .025 -inch thick for piping 3 -inch and under. Not less than .035 -inch for piping I
4 -inch and larger. I
2.04 SEISMIC BRACING
A. Structural support members, fasteners, and attachments in accordance with SMACNA
Seismic Restraint Manual. Alternative assemblies may be used, as approved by Engineer.
PART 3 - EXECUTION I I
3.01 INSTALLATION II
A. Install all equipment in accordance with manufacturer's recommendation.
B. Prime coat all steel hangers and supports prior to installation. I I
3.02 HORIZONTAL AND VERTICAL PIPE HANGERS AND ACCESSORIES
A. Horizontal Hanger Schedule. 1 I
1. Fire Suppression Piping:
Nominal Hanger 1 I
Pipe Size Type
1/2" - 1 -1/2" Adjustable Ring I I
2" and above Adjustable Clevis
B. Trapeze Hangers: Use for support of multiple piping runs. Size to carry maximum piping 1 I
load according to manufacturer's recommendations.
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M012.01 20 05 29 - 2 Pipe Hangers, Supports, Sleeves, and Seals
I
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C. Spacing: Support horizontal piping as follows:
I Hanger
Pipe Sizes Spacing Rod
Carbon Steel 1/2" 5' -0" 3/8"
And Stainless 3/4, thru 1-1/4" 6'-0" 3/8"
Steel Pipe 1 1/2 ", thru 2"
10'-0" 1/2"
2-1/2", thru 3" 12' -0" 1/2"
3- 1 /2 " thru 6" 12' -0" 5/8"
6" thru 18" 12' -0" 3/4"
D. Locate hangers as close as possible to concentrated loads such as valves and loadings
I imposed by branch connections.
E. Locate hangers as near as possible to horizontal changes in direction. If this is not feasible,
I spans around corners should be reduced 25 %.
F. First hanger off of the equipment not to exceed 50% of allowable piping span from
I equipment connection.
G. For support from new concrete slab, provide concrete insert. Provide reinforcement rod in
I concrete for inserts carrying pipe over 4- inches. For support from existing concrete slab,
use expanding concrete fastener. Inspect existing structure to ensure structure will support
required load.
0 3.03 WALL SUPPORTS
A. Select support according to manufacturer's recommendations to carry maximum piping
I load.
B. Support piping as required for horizontal and vertical pipe hangers and supports.
I 3.04 FLASHING, SLEEVES, AND ESCUTCHEONS
I A. Flashing:
1. Flash and counterflash with 26 gauge galvanized steel where piping passes through
roofing.
I 2. Flash vent and soil pipe with lead sheet. Extend flashing not less than 8- inches each
way from piping penetration. Counterflash vents with counterflashing turned into pipe
end or adapted to vent caps as required.
I B. Sleeves:
1. General: Install at all concrete or masonry walls or floors.
2. Core drill hole in existing concrete or masonry for sleeve installation. Cast in place for
I new work.
3. Terminate sleeves flush with walls, partitions, or ceilings. Terminate sleeves 2- inches
above floor level at floor penetrations.
I 4. X Fasten sleeves securely to structure. Take precautions to prevent debris from
entering annulus between pipe and sleeve during construction.
5. For interior non - waterproof wall penetrations, seal annulus with Dow- Corning 3 -6548
I silicone RTV foam or equal.
6. For exterior wall or floor penetrations, provide mechanical waterproof wall seal.
I M012.01 20 05 29 - 3 Pipe Hangers, Supports, Sleeves, and Seals
C. Escutcheons: Install escutcheons at all wall, ceiling, or floor pipe penetrations to finished '
areas.
END OF SECTION '
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M012.01 20 05 29 - 4 Pipe Hangers, Supports, Sleeves, and Seals
SECTION 20 05 48
' SEISMIC CONTROL FOR MECHANICAL SYSTEMS
PART 1— GENERAL
1.01 SECTION INCLUDES
' A. Design and installation of seismic restraint of new mechanical equipment, piping, and
ductwork installed hereunder.
' 1.02 DEFINITIONS AND ABBREVIATIONS
A. Custom Engineered Assembly: Anchorage and seismic restraint assembly comprised of
standard or proprietary components, designed and applied to system by the seismic
restraint system Engineer.
B. Pre - Engineered Assembly: Previously designed anchorage and seismic restraint assembly
' selected and applied to system by the seismic restraint system Engineer.
C. Equipment:
' 1. Includes (but not limited to) boilers, economizers, flues, etc. Equipment referred to
by type is typical. Equipment not specifically listed here is still subject to the
requirements listed herein.
' 2. Weight: Installed operating weight of equipment as reported by equipment
manufacturer.
3. Floor- Mounted: Equipment located on and attached to floor.
1.03 PROJECT DESIGN CRITERIA
A. Restraint system, assemblies, and components shall be designed and installed to resist
' lateral loads in accordance with the current adopted State of Oregon Structural Specialty
Code.
B. Seismic Design Criteria:
1. Occupancy Use Group: II
2. Site Classification: D
' 3. Mapped Spectral Acceleration: SS= 0.957; S1 = 0.342
4. Design Spectral Response Acceleration: SDS= 0.712; SDI= 0.391
5. Seismic Design Category: D
6. Seismic Importance Factor: 1.0.
' C. Seismic restraint design calculations shall consider localized effects on structural
elements induced by the connection loads.
' 1.04 SYSTEM ENGINEERING AND QUALITY ASSURANCE
' A. Seismic restraint system shall be engineered to comply with criteria stated and referenced
herein.
' B. System engineering shall be performed by a Structural Engineer currently licensed to
practice in the State of Oregon.
' C. System engineering shall include design and application of Custom Engineered and /or
Pre - Engineered Assemblies, as applicable to this project.
M012.01 20 05 48 - 1 Seismic Control for Mechanical Systems
D. Approved System Engineering Services: Mason Industries, Amber- Booth, Kinetics, or
an independent structural engineer.
1.05 SUBMITTALS
A. Submittals are required for all equipment anchors, supports and seismic restraints.
Submittals shall include weights, dimensions, standard connections, and manufacturer's
certification that all specified equipment will withstand seismic forces.
1. Seismic Restraint Location Plan: Full or half size copies of ductwork and piping
plans from the Contract Documents, showing locations and type of seismic restraint
assemblies to be used. Drawings shall consist of mechanically reproduced copies of
the Contract Documents, or custom drafted specifically for the Work of this Project. 111 Each drawing shall be printed on a single sheet. Drawings pieced together from
multiple copies are not acceptable.
2. Seismic Restraint Assembly Installation Details: Pre - Engineered or Custom
Engineered assembly details showing required components, dimensions, and method
of connection to supporting structure.
3. Calculations for System Application: Calculations shall indicate maximum forces
anticipated at each restraint assembly, method of determining forces, and selection
of restraint assemblies.
a. For Pre - Engineered Assemblies, include documentation of assumed design
conditions and maximum load capacity of assembly, certified by a Registered
Professional Engineer.
b. For Custom Engineered Assemblies, submit calculations identifying maximum
load capacity of assembly, maximum forces on each component, sizing /selection
of each component and maximum forces at anchorage points.
B. The entire submittal package comprised of drawings, details, and calculation shall be
stamped and signed by the seismic restraint system Engineer.
C. At completion of seismic restraint system installation, submit three (3) copies of report
from seismic restraint system Engineer, or the Engineer's representative, certifying that
seismic restraints are installed in conformance with approved shop drawings and no
additional restraints are necessary based on field conditions. Include written
authorization, from seismic restraint system Engineer or the designated representative. '
PART 2 - PRODUCTS
2.01 PRE - ENGINEERED ASSEMBLIES
A. Acceptable Manufacturers: Mason Industries, Amber- Booth, Kinetics, Tolco, B -Line,
or approved.
B. Anchorage and seismic restraint assembly comprised of standard or proprietary '
components, capable of application to restraint system and supporting structure.
C. Assemblies may be selected from SMACNA Seismic Restraint Manual or as
engineered by an approved proprietary manufacturer.
1
M012.01 20 05 48 - 2 Seismic Control for Mechanical Systems
I
PART 3 - EXECUTION
3.01 COORDINATION
A. Coordinate the design of seismic restraint systems with contract documents indicating a
specific seismic design approach and load capabilities of the existing building structure.
B. Coordinate the design of seismic restraint systems with the equipment and piping support
structure provided hereunder.
C. Where information presented in the contract documents is not adequate to allow design of
seismic restraint, provide a request for information including a listing of specific
information required.
D. Notify the engineer when the existing building support structure or new equipment and
piping support structure is not adequate to provide seismic restraint.
E. Coordinate the seismic restraint design with new equipment to ensure manufacturer's
recommended maintenance clearances are maintained.
3.02 INSTALLATION
A. Install seismic restraint system in strict accordance with the manufacturer's written
instructions and certified submittal data.
B. Maintain all existing walkways and service routes clear of seismic restraint cables and
other restraint equipment.
C. Attach restraints and anchors to a common structural element plane and within a
common structural system.
D. For non- isolated suspended equipment and piping, install solid braces or taut flexible
II cable restraints.
E. Provide supplementary support steel for equipment, piping, and ductwork required
I I for the work of this Section.
F. Equipment Seismic Restraint
1. Coordinate size of new structural support pad and/or concrete piers to ensure
I I adequate space for required bases, isolators, restraints, and attachment thereto.
G. Piping Seismic Restraint
I I 1. Provide minimum of two transverse supports and one longitudinal support on each
pipe run. Transverse bracing shall be installed at each turn and at each end of a run
with a minimum of one brace at each end. Where a pipe is shorter than the minimum
I I interval between braces, provide braces at each end.
2. Where restraints are attached to clevis style pipe hangers, the cross bolt must be
reinforced.
END OF SECTION
I ' M012.01 20 05 48 - 3 Seismic Control for Mechanical Systems
SECTION 20 05 53
' IDENTIFICATION FOR MECHANICAL EQUIPMENT
U PART 1 - GENERAL
1.01 WORK INCLUDED
A. Piping Identification
B. Valve Identification
C. Equipment Identification
1.02 REFERENCE STANDARDS
A. ANSI A 13.1, Scheme for the Identification of Piping Systems.
' PART 2 - PRODUCTS
2.01 PIPING IDENTIFICATION
' A. Acceptable Manufacturer: Seton, Brady, MSI.
B. Label Description:
1. Semi -rigid plastic snap- around type with printed piping identification on colored
background.
2. Letter size: Conform to ANSI A 13.1
3. Background color: Conform to ANSI A 13.1
4. Direction arrow on each label indicating direction of flow
5. Legend Wording: Match piping description shown on Symbols list.
2.02 VALVE IDENTIFICATION
' A. Acceptable Manufacturer: Seton, Brady, MSI.
B. Valves identified by distinguishing numbers and letters as shown on valve chart.
' C. Valve Tag:
1. Material: Polished brass or aluminum.
2. Identification: 1/4 -inch high letters, 1/2 -inch high numbers. Black filled.
3. 1 -1/2 inch diameter.
4. Attachment: Smooth ply brass wire, brass "S" hook, or brass chain.
5. Legend Wording: Match piping abbreviation shown on Symbols list. Number valves
' sequentially by system type. Coordinate with existing numbering sequence where
appropriate.
Valve Chart:
1. Valve identification number for each valve.
2. Location of each valve.
' 3. Purpose of each valve.
4. Normal position of each valve.
M012.01 20 05 53 - 1 Identification for Mechanical Equipment
2.03 EQUIPMENT IDENTIFICATION I
A. Nameplates:
1. Aluminum: 2 -1/2" x 3/4" high. Black enamel background. Etched or engraved natural
aluminum lettering.
2. Plastic: Laminated black- white -black phenolic plastic. Engraved to show white
lettering on black background, except for labels attached to ceiling grid or located
within finished spaces shall have black lettering on white background. Gothic letters
minimum 3 /16- inches high.
B. Name of unit and number designation as scheduled on drawings.
PART 3 - EXECUTION '
3.01 PREPARATION
A. Ensure surfaces are clean, dry, and free of debris before attaching nameplates. '
3.02 PIPE IDENTIFICATION
A. Provide labels for piping. Labels shall be visible from walkways and service locations
and/or floor level.
B. Locations of Pipe Labels as follows:
1. Adjacent to equipment connections.
2. Adjacent to each valve and fitting, except plumbing fixtures.
3. At each branch and riser take -off.
4. At each passage through wall, floor and ceiling construction.
5. At each passage to underground.
6. On all horizontal pipe runs every 20 feet.
7. Minimum one marker between pieces of equipment.
8. Coordinate location of piping labels in occupied spaces with Architect. I
3.03 VALVE IDENTIFICATION
A. Identify all valves specified in Division 23.
B. Valve Charts: One copy in each O &M manual.
C. Continue existing numbering sequence for new valves installed in existing buildings.
3.04 EQUIPMENT IDENTIFICATION '
A. Provide labels for all scheduled equipment. Place labels in a conspicuous place.
Nameplate either aluminum or plastic permanently attached to equipment. Provide
identical identification plate on starter and on disconnects.
B. Provide labels for all ceiling mounted equipment located above T -bar ceiling on ceiling
support frame adjacent to unit. Provide identical identification plate on space temperature,
humidity, and CO sensors located in finished spaces.
M012.01 20 05 53 - 2 Identification for Mechanical Equipment
C. Provide labels for fire and/or smoke dampers at access points from occupied spaces. Install
label on T -bar ceiling support frame adjacent to unit or at point of access. Coordinate final
locations with Architect and Owner.
3.05 TEMPORARY IDENTIFICATION
A. Temporarily identify piping during installation. Paint, chalk or other similar method
allowed.
END OF SECTION
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M012.01 20 05 53 - 3 Identification for Mechanical Equipment
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SECTION 21 22 16
CLEAN -AGENT FIRE- EXTINGUISHING SYSTEM
PART 1 - GENERAL
1.01 SECTION INCLUDES
A. Clean agent fire suppression system.
' 1.02 DESIGN REQUIREMENTS
A. The fire suppression system shall comply with the rules, regulations, and ordinances of
' Authority Having Jurisdiction and the following referenced standards:
1. NFPA 2001, Clean Agent Fire Extinguishing Systems
1.03 SYSTEM DESCRIPTION
A. Each room to be protected shall be considered a single zone for fire protection.
B. The quantity of the agent shall be that necessary to maintain seven percent concentration
for at least ten minutes. Such factors as unclosable openings (if any), "rundown" time for
fans, time required for dampers to close, and all other features of the facility that could
' affect concentration shall be considered.
C. Fire Protection System: Total flooding of hazard area with fire extinguishing agent, to
extinguishing fire.
D. Locate extinguishing agent supply and back -up supply in each hazard area or
immediately adjacent to space.
1.04 RELATED SECTIONS
A. SECTION 20 05 48 — SEISMIC CONTROL FOR MECHANICAL SYSTEMS
B. SECTION 23 33 00 — DUCTWORK ACCESSORIES.
1.05 SUBMITTALS
' A. Shop Drawings and Data:
1. All drawings and calculations shall be prepared in accordance with NFPA 2001.
2. Drawings shall bear stamp of approval of Authority Having Jurisdiction and shall
1 indicate locations, installation details, and operation details of all equipment and
piping, control diagram, wiring diagram and sequence of operation associated with
the fire suppression system.
' 3. Piping plan view and detail drawings shall be drawn to scale and dimensioned to
show the entire storage and distribution system, the nozzle and detector location, and
layout of annunciator final graphics. The detector and nozzle locations shall be
coordinated with lighting fixtures, diffusers, ductwork, and other equipment installed
in the protected room. Indicate manual pull station, control panel, and accessory
locations and details.
4. Electrical drawings shall indicate the complete sequence of operations of the system,
termination diagrams and locations of interfaces with other systems.
M012.01 21 22 16 - 1 Clean Agent Fire Extinguishing Systems
1
5. Calculations shall be submitted demonstrating that the proposed system can provide
the design concentration within the design discharge time. Submit design calculations
bearing stamp of approval of Authority Having Jurisdiction.
6. Calculations shall be submitted showing required battery capacity, verify system
pressure, nozzle flow rate, orifice code numbers, piping pressure losses, component
flow data and pipe sizes.
B. Certificates of Compliance: Submit such certified test reports for materials and
equipment to demonstrate compliance with specification requirements.
C. Product Data: Material and equipment information shall include manufacturer's catalog
cuts and technical data for each of the following components or devices used in the
system and shall bear stamp of Authority Having Jurisdiction:
1. Smoke sensors
2. Manual discharge switches (pull stations)
3. Control panel
4. Release devices
5. Alarm devices
6. Storage containers
7. Mounting brackets
8. Nozzles
9. Abort stations
10. Contact monitor modules.
D. Operation and Maintenance Data: Submit operation and maintenance data for the
equipment and system provided. Include recommended spare parts list.
E. Certified Test Reports: Submit certified test reports that indicate successful completion of
all tests performed as required herein.
F. Submittal Process: '
1. Submit preliminary drawings showing exposed piping and nozzle layout to Engineer
for approval.
2. Upon approval by Engineer, submit drawings to governing Authority Having
Jurisdiction.
3. Upon approval by Authority Having Jurisdiction, submit final drawings with
approval stamp to Engineer.
1.06 QUALITY ASSURANCE
A. Contractor shall have five -years experience in design and installation of equipment and
systems similar to that specified hereunder. Contractor shall have an office within 200
miles radius of job site.
B. Design shall be performed and stamped by a Professional Engineer registered in fire
protection design as required by the Authority Having Jurisdiction.
C. The installer shall maintain a 24 -hour, seven- day -a -week telephone number for
emergencies. Factory- trained personnel shall be kept on call for emergency service at all
times.
D. Identification of Materials and Equipment: Materials and equipment shall be clearly
marked or stamped with the manufacturer's name, nameplate data or stamp, rating, and
conformance with corresponding standard number, as applicable.
M012.01 21 22 16 - 2 Clean Agent Fire Extinguishing Systems
' E. Perform work in accordance with NFPA 70 and NFPA 72, applicable UL standards and
requirements of applicable codes and ordinance.
F. Certified Tests and Listings: Fire protection material and equipment shall be approved or
listed by a nationally recognized testing laboratory of fire protection equipment for this
application.
' G. Welding Materials and Procedures: Conform to ASME Section IX.
' H. Piping system shall be concealed above ceilings, except where shown on drawings or
where no ceilings are being installed. Piping routing must be approved by the Engineer
where piping is exposed of view.
1.07 PROJECT CONDITIONS
' A. Delivery and store equipment in shipping containers with labeling in place. Deliver fire
extinguishing agent in approved containers.
1.08 PROJECT CONDITIONS
t A. Inspect surfaces and structures where the system components will be anchored or
fastened before the work of this Section begins. Determine that surfaces and structures
are capable of supporting the system components and their weight.
B. Coordinate the installation of the system with the station alarm and detection system and
other systems and components, pipes, and conduits, so as to avoid conflicts of space and
installation.
' PART 2 — PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
' A. Ansul, Fike, Pyro -Chem, or as approved.
2.02 COMPONENTS
' A. Control and Supervisory Systems:
1. System Control Panel:
a. The system control panel shall be red in color, and shall process all input signals,
sequence the levels of alarms, and provide outputs to the extinguishing agent
storage containers. Auxiliary outputs and dry contacts shall be available to shut
' down fans, activate dampers, contact other agencies, or annunciate to remote
devices. The system shall have standby batteries and charger for continuous
operation of detection, alarm, actuation and supervision function to provide a
' minimum of 24 hours of emergency power.
b. The system control panel shall utilize parallel agent release modules as a method
of discharging the agent. The operation of a discharge signal shall immediately
' cause the appropriate agent release modules to activate and release agent. The
initiator circuit shall be a parallel Style "D" circuit. Any system utilizing series
initiators, series solenoids or mechanically activated solenoids is unacceptable.
' All initiator wiring shall be fully supervised.
2. Central Control Module (CCM): This module shall control, supervise, and
continuously monitor the entire system. This module shall include a backlit LCD
' M012.01 21 22 16 - 3 Clean Agent Fire Extinguishing Systems
display that provides individual custom messages associated with every addressable
device in the system. The CCM shall include touch membrane switches for each of
the following:
a. Location: Display a 40 character custom message associated with the
individually addressable devices reporting to the CCM or a manufacturer-
specified
message for devices (i.e. door holders, air conditioning units)
supervised and controlled by the CCM.
b. Next Trouble: Displays the chronological sequence of individual
addressable devices in trouble reporting to the CCM or a manufacturer -
specified message for devices supervised and controlled by the CCM.
c. Next Alarm: Displays the chronological sequence of individual addressable
devices in alarm reporting to the CCM.
d. History Buffer: The CCM shall contain a nonvolatile history buffer. This
history shall be retrieved by downloading the information through a USB
port to a personal computer and printer without having to purchase
additional software.
e. Field Programming: This system shall be fully field programmable and
shall not require factory assistance for reconfiguration of any kind.
f. Approved as alarm and releasing device, with solid -state internal circuitry
enclosed in NEMA ICS 6, Type 1 cabinet.
g. Provide supervision to NFPA 72, Class A of following circuits for wire
break or ground faults:
1) Zone detection loops.
2) Remote manual discharge stations.
3) Suppression system solenoid valves.
4) Power supply and circuit wiring and fuse.
5) Battery interconnecting wires and fuse.
6) Alarm in abort mode.
h. Equip panel with following standard feature:
1) Visual and audible annunciation of trouble or alarm signals.
2) Panel reset switch.
3) Trouble alarm silence switch with ring back feature.
4) Battery test meter and switch.
5) Manual discharge switch.
6) Abort switch.
7) Programmable timers for pre - discharge and discharge, 0 -60 second
cycle. ,
8) Isolated relay contactors for external alarm or equipment and
ventilation shutdown.
9) Relay contactors for general trouble signal.
10) Relay contactor activated by detector zone board in alarm or trouble
mode.
3. Operating Sequence:
a. Actuation of one detector in either zone circuit:
1) Illuminate zone indicator.
2) Energize alarm bell.
3) Shut down air - conditioning system and close dampers.
4) Close doors to area.
5) Signal building fire alarm system via dry contact.
b. Actuation of second detector on second zone circuit:
1) Illuminate zone indicator.
2) Energize alarm horn.
3) Shut down power to protected equipment
4) Actuate time delay for up to 60 seconds.
M012.01 21 22 16 - 4 Clean Agent Fire Extinguishing Systems '
' 5) Release extinguishing agent into protected area.
6) If abort switch is engaged, delay release.
7) Upon abort switch disengagement release extinguishing agent unless
system cleared and reset.
1 8) Signal building fire alarm system via day contact closure.
c. Discharge of Extinguishing Agent:
1) Sounds alarm bells and horns.
2) Operates strobes.
4. Manual Discharge Station: Manual discharge stations shall have a dual action release
configuration to prevent accidental system discharge. The legend on the front of the
station shall read "Agent- Release ". These stations shall be located at both emergency
fire exits. A contact monitor module will be included with each station to give it a
specific address (location) through the CCM.
' S. System Abort Switch: The switch shall be a momentary switch, that when depressed,
interrupts the automatic sequence of the control system and prevents agent discharge.
Each switch shall be permanently labeled "System Abort ". These stations shall be
' located at all emergency fire exits. A contact monitor module shall be included with
each switch to give it a specific address (location) through the CCM.
6. Verified Detection Sensors:
a. The photoelectric sensors shall be spaced and located, in accordance with
' the manufacturer's specifications and with the guidelines of NFPA 72. In
no case shall detector coverage be greater than 250 square feet per detector.
b. The system control panel shall provide the command and interrogation
signals that confirm an alarm by comparing (with consecutive multiple
passes of the "interrogation window ") sensor information with stored data
on fire conditions. The analog /addressable photoelectric sensor shall
provide true linear analog data to the CCM in order for the CCM to
differentiate between higher and lower values of smoke density and to
establish a working range of sensitivity levels unique to the particular
' environment. All adjustments needed for sensor sensitivity to meet ambient
conditions must have a minimum of 12 levels of adjustment.
c. The system shall have the capacity to automatically conduct a weekly
functional test of each sensor, that is accomplished by means of a test LED
fitted within each sensor. When automatically activated by the control
panel this test LED shall produce an infrared signal level directly
equivalent to that reflected by a given percentage of smoke entering the
' chamber. Any sensor not responding to its preset limits shall be
automatically readjusted to a programmed level of sensitivity.
7. Alarm Signal Outputs:
' a. Outputs shall be provided from the system control panel for interface with station
fire alarm control panel.
b. Audible /visual alarm horn/strobes: The alarms shall operate on 24 -volt polarized
' DC power and allow for supervision. The alarm unit shall have a minimum sound
level of 97 decibels at 10 feet. All strobes including both in the protected room
and outside room, shall be capable of 100 candelas.
B. Fire Suppression Agent:
1. The agent shall be heptafluoropropane, HFC -227ea (FM200). The physical and
' chemical properties shall conform to the requirements of NFPA 2001.
2. The agent shall be stored in containers, super - pressurized with nitrogen to a
maximum total pressure level at 70 degrees F of 360 psig. Higher - pressure agents
will not be acceptable.
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M012.01 21 22 16 - 5 Clean Agent Fire Extinguishing Systems
1
C. Agent Storage and Distribution Components: 1
1. Agent Storage Containers:
a. Standard model and size for ease or replacement and addition. Design, fabricate,
certify, and stamp cylinders in accordance with ASME Section VIII. 1
b. The supply area of agent shall be central storage by design. The storage vessels
shall be capable of being refilled in the field and checked for liquid level without
the aid of scales or other special tools.
c. The supply shall be located as indicated, so that proper hydraulic agent
distribution is achieved. Agent storage containers shall be floor mounted and
shall include seismic anchorage.
d. The storage containers shall be actuated by means of an electronic initiator. Each
container shall be actuated individually.
e. Cylinder valves: Heavy duty forged brass, incorporating safety release pressure
operated manual control, solenoid discharge valve, and pressure gage. Provide
solenoid pilot valves for each cylinder or bank of cylinders.
f. Manifold: Provide for systems with more than one cylinder with rack to secure
each cylinder and check valves between each cylinder discharge and monifold.
g. A nameplate indicating the manufacturer's name and part number, agent fill
weight, and total charged weight shall be permanently bonded to each container.
2. Actuator: Release of the agent shall be accomplished by an electrical signal from the
system control panel in conjunction with a specifically designed agent release
module. Systems that employ more than one cylinder shall have all electric initiators
connected in parallel.
3. Low Pressure Switch:
a. The agent storage container shall be equipped with a low- pressure switch to
indicate a loss of container pressure. A decrease in pressure from 360 psi to
275/272 psi will cause the normally closed contact to open, thereby indicating a
trouble condition.
b. Low pressure switch shall be monitored by the system control panel and shall
provide a specific indication of cylinder low pressure.
4. Discharge Nozzles: Engineered to direct discharge of suppression agent using stored
pressure from cylinders. Nozzles and orifices sized for proper flow rate and
distribution pattern. 1
2.03 SIGNS AND IDENTIFICATION
A. Provide signs and identification to each valve required to be identified.
B. Provide engraved nameplates for all manual discharge stations and abort switch locations to
indicate their function.
C. Each entrance door shall include a caution placard indicating that the area is being protected
by a clean agent fire suppression system.
2.04 PIPE AND FITTINGS
A. Pipe and Pipe Fittings:
1. Pipe and Pipe Fittings: Pipe and pipe fittings shall conform with the requirements of
NFPA 2001. Provide pipe with no burst pressure less than 600 psig operating 1
pressure.
2. The method of joining pipe shall conform with applicable requirements of NFPA
2001.
3. Hangers and bracketing shall be seismically restrained.
M012.01 21 22 16 - 6 Clean Agent Fire Extinguishing Systems
I
PART 3 — EXECUTION
1 3.01 INSTALLATION
A. All system components shall be installed by manufacturer's authorized trained personnel.
B. Install as shown on drawings and in accordance with manufacturer's recommendation.
C. Drawings show approximate locations of piping mains and suppression zones. Drawings
do not show the location of most other equipment and devices.
I D. Install pipe parallel to building structural system and in a neat and professional manner.
E. Installation Standards: Comply with applicable requirements of the NFPA 2001.
I F. System Installation Requirements: The fire suppression system shall be installed by the
manufacturer or its authorized representative as indicated and in accordance with the
approved Shop Drawings and the manufacturer's installation instructions and
I
recommendations.
G. Electrical Wiring:
I 1. Wiring shall be installed in galvanized rigid steel conduit, except that galvanized
steel flexible conduit may be used for short runs where necessary for movement of
devices.
P 2. Securely support piping (in accordance with ASME B31.1) with allowance for fire
extinguishing agent thrust forces, and thermal expansion and contraction.
3. Use grooved mechanical couplings and fasteners only in accessible locations. Roll
I groove piping only.
4. Install unions downstream of valves and at equipment or apparatus connections.
I H. Identify in accordance with NFPA 2001 requirements. Place directional arrows and
system labels wherever piping changes direction and minimum 20 feet on straight runs.
I. Secure cylinders. For each system provide same size cylinders containing equal amounts
I
of liquid. In rooms with suspended ceiling tiles, clip or retain tiles within 4 -foot radius of
the nozzles to prevent lifting during discharge.
I J. Make final connections between equipment and system wiring under direct supervision
of factory trained representative of manufacturer.
I K. Install engraved plastic instruction plate, detailing emergency procedures, at control panel
and at each manual discharge and abort switch location. At control panel identify control
logic units, contacts, and major circuits with permanent nameplates.
I L. At hazard area walls pack space between pipe, pipe sleeve or surface penetration with
mineralfiber with elastomer calk to depth 1/2 inch (13 mm). Provide escutcheons where
I exposed piping penetrates walls in finished spaces.
M. Locate remote manual releases at one or more doors to protect area where indicated.
I N. Locate abort station at all points of exit from protected area.
I M012.01 21 22 16 - 7 Clean Agent Fire Extinguishing Systems
O. Ream pipe and tube ends. Remove burrs. (Bevel plain end ferrous pipe.) Remove scale
and dirt on inside and outside before assembly. Blow out pipe before nozzles or discharge
devices are installed.
P. Route piping in orderly manner, concealed, plumb and parallel to building structure, and
maintain gradient. Install piping to conserve building space, and not interfere with use of
space and other work.
3.02 ISOLATION DAMPERS
A. Coordinate with work in Division 23 for power and signal connections. Provided
hereunder.
3.03 TESTING
A. Perform tests as required by Governing Authority.
B. System Tests: Tests shall demonstrate that the operation and installation requirements of
this specification have been met.
C. Functional Tests: Tests shall demonstrate that the entire control system functions as
designed. All circuits shall be tested including automatic discharge, manual discharge,
and equipment shutdown and alarm devices. In addition, supervision of each circuit shall
be tested.
1 D. Design Review Test: Take field measurements of the room, and field calculate the
amount of clean agent required to reach the design criteria, and match against the
contents of the clean agent storage containers.
E. Piping Test Review: Make a field verification of the piping network and match against
the drawing flow calculations. All significant variations will require recalculation of the
piping system.
1. A distribution piping and valve, prior to nozzle installation pressurization test shall be
conducted that requires 150 psi to be held for 10 minutes with no more than 10
percent pressure drop. Inspect joints using soap water solution or halide torch or
lamp, replace and retest.
2. Upon completion of installation provide final checkout inspection by factory- trained '
representative of manufacturer to ascertain proper system operation. Leave system in
a fully commissioned and automatic readiness state with circuitry energized and
supervised.
3. Submit original copies of tests, indicating that factory trained technical
representatives of the manufacturer have inspected and tested systems and are
satisfied with methods of installation, connections and operations.
F. Provide duplicate test certificates and approvals by the local Governing Authority to
Architect. ,
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M012.01 21 22 16 - 8 Clean Agent Fire Extinguishing Systems '
' 3.04 TRAINING
A. Provide training by a factory certified training technician to instruct Owner in proper
' operation and maintenance of equipment and systems. Contractor shall schedule training
with Owner's Project Manager minimum two -weeks prior to training session. Equipment
shall be fully operational prior to scheduling training session. Manufacturer's field start-
"' up, adjustment, and service will not fulfill manufacturer's training requirement.
B. Instructions shall generally include topics listed in manufacturer's operations and
maintenance manual. Contractor shall also instruct the Owner in the general
configuration of systems and location of equipment and components. Training shall
include:
1. Control system operation
2. Trouble procedures
3. Abort procedures
4. Emergency procedures
5. Safety requirements
6. Demonstration of the system including release if required by Owner or Governing
Authority.
1 3.05 RECORD DRAWINGS
A. Provide as -built shop drawings revised to accurately depict as construction conditions.
END OF SECTION
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M012.01 21 22 16 - 9 Clean Agent Fire Extinguishing Systems
SECTION 23 33 00
' DUCTWORK ACCESSORIES
PART 1 - GENERAL
1.01 SECTION INCLUDES
' A. Fire Suppression Isolation Dampers
1.02 QUALITY ASSURANCE
' A. Entire ductwork system provided in accordance with NFPA 90A.
' B. Ductwork and components UL 181 listed as Class 1 air duct with flame spread rating not to
exceed 25 and smoke rating not to exceed 50.
PART 2- PRODUCTS
2.01 FIRE SUPPRESSION ISOLATION DAMPERS
' A. Automatic Isolation Dampers
1. Frame: 16 gauge galvanized steel, interior frame opening size shall be equal or greater
than the connected interior ductwork size.
2. Blades: Parallel galvanized steel airfoil blades, 6 inch blade width.
3. Jamb Seals: Flexible stainless steel
4. Bearings: Stainless steel or bronze.
5. Sleeve: Galvanized steel, factory installed.
6. Duct connections: As shown on drawings.
7. Actuator: Two position, spring return, closes on power interruption.
8. Smoke Rating: Leakage Class 1 in accordance with UL 555S.
' 9. Smoke Closure: External activation signal closes damper. Automatic reset.
10. Power Requirements: coordinate actuator voltage with Division 26, maximum power
consumption 25 watts.
' 11. Position Indication: Open and/or closed end position switches as required.
12. Performance: Maximum pressure drop: 0.10 inches w. g. testing in accordance with
AMCA standards.
13. Similar to Ruskin SD60 Series.
B. Access Doors:
' 1. Provide 12x12 access door adjacent to duct mounted fire and smoke dampers. Hinged
door with cam lock. Construction material to match adjacent ductwork. Provide
insulated door where adjacent ductwork is insulated. Similar to Ruskin ADH.
2. Label each door with the following: "FIRE DAMPER ACCESS ".
PART 3 — EXECUTION
' 3.01 INSTALLATION
A. Install in accordance with manufacturer's recommendations and UL Listings.
' B. Fire Suppression Isolation Dampers
1. Install in accordance with manufacturer's recommendations and product UL listings.
' 2. Coordinate installation of damper assemblies with other trades to ensure that damper,
controls, and access door is accessible.
M012.01 23 33 00 - 1 Ductwork Accessories
3. Coordinate with work in Division 21 and 26 for power and signal connections.
3.02 DEMONSTRATION
1
A. Fire Suppression Isolation Dampers: Demonstrate operation of dampers as directed by
Owner.
1. Participate in inspections and test performed by Governing Authorities. Locate
dampers assemblies, open and close access doors and operate dampers as required to
witness damper operation. '
END OF SECTION
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M012.01 23 33 00 - 2 Ductwork Accessories
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I SECTION 26 01 26
SUBMITTALS AND SHOP DRAWINGS
I PART 1 - GENERAL
1.01 REQUIREMENTS
I A. Refer to General Divisions for submittal requirements and procedures.
I 1.02 DEFINITIONS
A. Manufacturer's Product Data: Manufacturer's product data consist of one or more levels of
I manufacturer's information as described below and as requested in the submittal schedule.
The three levels of information include: manufacturer's list, manufacturer's catalog data,
and manufacturer's technical and engineering data.
1. Manufacturer's List: Manufacturer's list shall include a typewritten list of
I manufacturer's name, sizes and model or catalog numbers, referenced to the
specification section.
2. Manufacturer's Catalog Data: Manufacturer's catalog data shall include standard
I catalog information marked to indicate specific equipment proposed and point of
operation, if appropriate. Include installation instructions.
3. Manufacturer's Technical and Engineering Data: Manufacturer's technical and
I engineering data shall include materials, dimensions, details, installation instructions,
weights, capacities, illustrations, wiring diagrams, control diagrams, piping diagrams,
connection diagrams, performance data (including performance curves), mix design,
and any other information required for a complete and thorough evaluation of the
ll equipment or items specified, and to verify compliance with specifications. Control
diagrams or control schematics, where specified and required by the submittal
schedule, shall include a detailed schematic of the proposed control modifications and
I their interface with existing control equipment, where appropriate, and a manufacturer
and model number listing of all proposed control components shown on the control
schematic.
I B. Shop Drawings: Shop drawings are construction drawings of items manufactured
specifically for this project. Shop drawings include dimensions, construction details,
weights, and additional information to identify the physical features of the system or piece
I of equipment.
C. Samples: Samples illustrate functional characteristics of the product with integral parts and
I attachment devices. Samples shall allow evaluation of full range of manufacturer's
standard colors, textures, and patterns.
D. Certificates, Test Data or Other Information: Requirements for certificates, test data, or
I other information will be listed under referenced specification sections.
1.03 SUBMITTALS REQUIRED
I A. Product Evaluation Data. The submittal schedule for product evaluation data is as indicated
below. Each item requiring a submittal is given the following code:
I 1. Manufacturer's list
2. Manufacturer's catalog data
3. Manufacturer's technical and engineering data
1
4. Shop drawings
M012.01 26 01 26 - 1 Submittals and Shop Drawings
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4. Shop drawings
5. Samples
6. Certificates
7. Test data
8. Workman's qualifications
9. See individual sections for special requirements
1.04 SUBMITTAL SCHEDULE
Division 26 — Electrical Codes
Section 26 22 13 - Low - Voltage Distribution 2,3,4
Section 26 24 16 - Panelboards 2,3
Section 26 27 26 - Wiring Devices 1
Section 26 28 16 - OvercurTent Protective Devices 1
Section 26 29 13 - Motor and Circuit Disconnects 2,3
Section 26 32 13 — Standby Generation System 2,3,4,7
PART 2 - PRODUCTS
2.01 THIS PART NOT USED
PART 3 - EXECUTION
3.01 THIS PART NOT USED
END OF SECTION
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M012.01 26 01 26 - 2 Submittals and Shop Drawings
SECTION 26 05 00
111 COMMON WORK RESULTS FOR ELECTRICAL
PART 1 - GENERAL
' 1.01 CONTRACT DOCUMENTS
A. The Contract Documents are complementary. What is required by any one, as affects this
Division, shall be as binding as if repeated herein.
' B. Separation of this Division from other Contract Documents shall not be construed as
complete segregation of the Work.
' C. Particular attention is called to Advertisement For Bids, Instructions to Bidders,
Supplemental Instructions to Bidders, General Conditions, Supplemental General
Conditions, Drawings and Specifications, and modifications incorporated in the documents
' before execution of the Agreement.
1.02 SCOPE OF WORK
' A. General: Provide and install complete and satisfactorily operating electrical systems as
specified in this Division, as shown on Drawings, as required, and as reasonably intended.
Work generally includes, but is not limited to electrical distribution, lighting, devices,
wiring systems and control systems.
B. Omissions: Omission of expressed reference to any item of labor or material necessary for
the proper execution of the work shall not relieve responsibility from providing such
additional labor or material.
' 1.03 EXAMINATION OF SITE
A. Examine Site of Work before making Bid and ascertain all related physical conditions.
' B. Field verify scale dimensions shown since exact locations, distances and levels will be
governed by actual field conditions. Use archival ink for any notations.
' C. Owner will not be responsible for any loss or unanticipated costs which may be suffered by
the successful Bidder as a result of such Bidder's failure to fully inform himself in advance
in regard to all conditions pertaining to the Work and character of the Work.
' 1.04 COORDINATION OF TRADES
' A. Check Drawings of other trades to avert possible installation conflicts. Should major
changes from original Drawings be necessary to resolve such conflicts, notify Architect and
secure written approval and agreement on necessary adjustments before installation is
' started.
B. Check equipment connections and equipment locations on the job for coordination with
other Divisions equipment and connections, structure, and the like.
1.05 MINOR DEVIATIONS
' A. Make minor changes in equipment connections and equipment locations as directed or
required before rough -in without extra cost.
M012.01 26 05 00 - 1 Common Work Results for Electrical
1.06 SUBSTITUTIONS
A. Equal material of other manufacturer may be used following Engineer's approval of a
written request submitted at least 7 working days prior to bid date.
1.07 RECORD DRAWINGS
A. Maintain a marked set of prints at job site at all times. Show all changes from contract
drawings, whether visible or concealed. All notations shall be made with archival ink.
Dimension accurately from building lines, floor or curb elevations. Show exact location,
elevation, and size of conduit, access panel and doors, and all other information pertinent to
the work.
B. At project completion, submit marked set to Engineer for approval.
1.08 WARRANTY
A. Warrant all work, materials, and equipment for one year. '
PART 2 - PRODUCTS ,
2.01 THIS PART NOT USED
PART 3 - EXECUTION
3.01 THIS PART NOT USED I
END OF SECTION
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M012.01 26 05 00 - 2 Common Work Results for Electrical
SECTION 26 05 19
LOW VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES
' PART 1— GENERAL
1.01 WORK INCLUDED
A. Wires and Cables.
B. Wire Connections.
1.02 REFERENCE STANDARDS
A. National Fire Protection Association (NFPA).
NFPA 70 National Electrical Code.
1.03 DELIVERY, STORAGE AND HANDLING
A. Deliver new wire to Site in new standard coils or reels with approved tag denoting length,
wire size, insulation type and manufacturer's name.
B. Protect from weather and damage during storage and handling.
PART 2 - PRODUCTS
2.01 CONDUCTOR AND CABLE MATERIALS
A. Building Wiring: 98 percent conductivity copper, 600 volt insulation, stranded. Type
THHN for interior dry and damp locations. Type THWN or XHHW for wet and exterior
' locations.
B. Branch Circuit Wiring: Conductors smaller than No. 12 AWG for power system branch
U circuits not permitted.
C. Motor control wires shall be No. 14 minimum.
D. Wire for special areas shall be as specified on the Drawings.
2.02 TWIST -ON CONNECTOR
A. UL pressure -type, solderless, insulated, wound spring grip twist on connector.
B. Solderless pressure connectors for terminals, taps, and splices.
2.03 COMPRESSION ADAPTER
A. For terminating a single aluminum wire into mechanical connectors, such as a circuit
breaker or set screw lugs. Bumdy "Hyplug" Type AYP, or equal by Anderson, Illsco,
Kearney, Mac - Adapt, T &B.
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M012.01 26 05 19 - 1 Low Voltage Electrical Power Conductors
and Cables
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2.04 TERMINAL, CRIMP -ON
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A. Flat, fork tongue, self - insulating.
B. For connection of stranded wire to screw terminals.
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C. T & B "Sta -Kon," or equal.
PART 3 - EXECUTION I
3.01 CONDUCTOR AND CABLE INSTALLATION
I
A. Make conductor length for parallel feeders identical.
B. Lace or clip groups of feeder conductors at distribution centers, pullboxes, and wireways.
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C. Provide copper grounding conductors and straps. A ground wire shall be pulled through
conduits and used as the equipment grounding conductor.
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D. Install wire and cable in code conforming raceway.
E. Use wire pulling lubricant for pulling No. 4 AWG and larger wire. UL approved type only.
F. Install wire in conduit runs after concrete and masonry work is complete and after moisture
i is swabbed from conduits.
G. Splice only in accessible junction or outlet boxes. Splice in feeders and services not
permitted. Splices or taps in branch circuits permitted only in junction boxes where circuits
divide.
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H. Color code conductors to designate neutral, phase, and ground as follows:
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120/208 OR
CONDUCTOR 120/240 277/480
Phase A Black Brown I
Phase B Red Orange
Phase C Blue Yellow
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Neutral White Gray
Ground Green Green
Switchlegs Pink or Tan Pink or Tan
Travelers Purple Purple
Fire Alarm Red
Intercom/Clock/Bell Grey
Security Orange
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HVAC Control Green
Data /Telecom White (CAT6)
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1. Wires shall be factory color coded by integral pigmentation. Colored plastic tape permitted
on No. 6 and larger where integral pigmentation impractical. Apply tape in spiral half -lap
over exposed portions in manholes, boxes, panels, switchboards and other enclosures.
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M012.01 26 05 19 - 2 Low Voltage Electrical Power Conductors
and Cables
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J. All circuit conductors shall be identified with circuit number at all terminals, intermediate
outlets, disconnect switches, circuit breakers, motor control centers, etc. Both ends of a
given conductor shall be identified alike.
K. DO NOT install wires of different voltage systems in same raceway, box, gutter or other
enclosure.
L. Radius of cable bends shall not be less than 10 times the outer diameter of the cable.
3.02 CONNECTIONS AND SPLICES
A. Follow manufacturer's instructions using manufacturers recommended tools.
B. Stripping Insulation: Carefully strip, avoid nicking conductor. No "ringing."
C. Design: Connectors shall be designed and approved for the purpose used. Connectors
between aluminum and copper shall be listed "AL /CU" for the purpose of preventing
electrolytic action.
D. Bare Connectors and Conductor Free Ends: Wrap with insulating rubber or friction tape to
equivalent insulation of wire.
E. Ground Continuity to Metallic Surfaces: Remove any paint coating and polish surface
beneath connection.
F. Copper conductors may be terminated in any approved compression or mechanical
connector, including set screws.
IP G. No splices or taps permitted in feeder or branch circuit terminating in a single outlet.
H. Branch circuit splices and taps in junction and outlet boxes: Twist -on connectors.
I. Conductor and cable copper shall not be reduced at the terminal for making connections.
J. Slack shall be left at equipment, pullboxes, or outlet boxes to allow for a neat termination.
END OF SECTION
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M012.01 26 05 19 - 3 Low Voltage Electrical Power Conductors
and Cables
SECTION 26 05 26
GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS
PART 1 — GENERAL
1.01 WORK INCLUDED
A. Electric and power system grounding.
B. Communication system grounding.
1.02 REQUIREMENTS OF REGULATORY AGENCIES
A. Provide grounds in accordance with National Electrical Code and additional requirements
as required herein.
B. NEC references below are based on the 2008 edition.
PART 2 - PRODUCTS
2.01 GROUNDING CONDUCTORS
' A. Size: Grounding Electrode Conductor: Table 250 -66. Equipment grounding conductor:
Table 250 -122.
B. Material: Copper.
C. Protection: Conductors not in raceway or concealed shall be insulated. Provide conduit
where shown or required for physical protection.
D. Bonding Jumpers: Same requirements.
PART 3 - EXECUTION
3.01 POWER SYSTEM GROUNDING
A. Circuit Grounding: Install grounding bushings, studs, and jumpers at distribution centers,
' pullboxes, motor control centers, panelboards, and junction boxes.
B. Ground Connections: Clean surfaces thoroughly before applying ground lugs or clamps. If
surface is coated, the coating must be removed down to the bare metal. After the coating
has been removed, apply a noncorrosive approved compound to cleaned surface and install
lugs or clamps. Where galvanizing is removed from metal, it shall be painted or touched
up.
C. Conduit Systems:
1. Ground all metallic conduit systems.
' 2. Non - metallic conduit systems shall contain a grounding conductor.
3. Conduit provided for mechanical protection containing only a grounding conductor,
bond to that conductor at the entrance and exit from the conduit.
M012.01 26 05 26 - 1 Grounding and Bonding for Electrical Systems
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D. Feeders and Branch Circuits: Install green grounding conductors with feeders and branch
circuits as follows:
1. Feeders.
2. Circuits serving preparation and kitchen equipment.
3. Receptacle outlets.
4. Directly connected laboratory equipment.
5. Motors and motor controllers.
6. Fixed equipment and appliances.
7. Items of equipment where the final connection is made with flexible metal conduit
shall have a grounding wire.
8. Additional locations and systems as shown.
E. Boxes, Cabinets, Enclosures, and Panelboards:
1. Bond the grounding wires to each pullbox, junction box, outlet box, cabinets, and other
enclosures through which the ground wires pass (except for special grounding systems
for intensive care units and other critical units shown.
2. Provide lugs in each box and enclosure for ground wire termination.
3. Provide ground bars in panelboards, bolted to the housing, with sufficient lugs for
terminating the ground wires.
F. Receptacles - Refer to Section 26 27 26 — WIRING DEVICES.
G. Ground lighting fixtures to the green grounding conductor of the wiring system when the
green ground is provided; otherwise, ground the fixtures through the conduit systems.
Fixtures connected with flexible conduit shall have a green ground wire included with the
power wires from the fixture through the flexible conduit to the first outlet box.
END OF SECTION
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M012.01 26 05 26 - 2 Grounding and Bonding for Electrical Systems
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SECTION 26 05 29
HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS
PART 1 — GENERAL
1.01 WORK INCLUDED
A. Raceway Supports.
PART 2-PRODUCTS
2.01 RACEWAY SUPPORTS
A. Single Runs: Steel rod hangers, galvanized single hole conduit straps, or ring bolt type
' hangers with specialty spring clips. Plumbers perforated tape or "J- nails" not acceptable.
B. Multiple Runs: Conduit rack with 25 percent spare capacity. Maximum width per
manufacturer's recommendations.
C. Vertical Runs: Channel support with conduit fittings.
D. All hardware such as inserts, straps, bolts, nuts, screws and washers shall be galvanized or
cadmium- plated steel.
2.02 ANCHOR METHODS
A. Hollow Masonry and Framed Walls: Toggle bolts or spider type expansion anchors.
B. Solid Masonry: Lead expansion anchors or preset inserts.
C. Metal Surfaces: Machine screws, bolts, or welded studs.
' D. Wood Surfaces: Wood screws.
E. Concrete Surfaces: Self - drilling anchors or powder- driven studs.
PART 3- EXECUTION
3.01 INSTALLATION
A. Layout to maintain headroom, neat mechanical appearance, and to support equipment loads
required.
B. Exact location and spacing between supports per manufacturer's recommendations and
NEC requirements as minimum.
C. Conduit shall be installed in such a manner as to prevent the collection of trapped
condensation. All runs of conduit shall be arranged so as to be devoid of traps wherever
possible.
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M012.01 26 05 29 - 1 Hangers and Supports for Electrical Systems
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D. Conduit risers exposed in wire shafts shall be supported at each floor level by means of
approved U -clamp hangers.
END OF SECTION I
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M012.01 26 05 29 - 2 Hangers and Supports for Electrical Systems
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SECTION 26 05 33
RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS
PART 1— GENERAL
1.01 WORK INCLUDED
A. Conduit, Tubing, and Fittings.
1 B. Flexible Conduit.
C. Electrical boxes and fittings as required for a complete installation.
1 1.02 REFERENCE STANDARDS
A. National Fire Protection Association (NFPA).
1. NFPA 70 National Electrical Code -- Chapter 3.
' PART 2 - PRODUCTS
2.01 MATERIALS AND COMPONENTS
A. Conduit and Tubing: Galvanized steel rigid threaded conduit, electrical metallic tubing,
intermediate metallic conduit, Schedule 40 PVC.
B. Flexible Conduit: Steel armor, flexible plastic jacketed type with liquidtight connectors
(liquidtight flexible metallic conduit).
1 C. Fittings:
1. General: Approved for purpose. Water, concrete tight where required.
2. Galvanized Rigid Steel Conduit (GRC): Threaded - no pressure type. Bushings with
factory insulated throat.
3. Electrical Metallic Tubing (EMT): Connectors and couplings to be case steel.
Preinsulated connectors and couplings shall be compression, setscrew type. All
connectors shall have insulated throats.
4. Flexible Metallic Conduit: Clamp type, galvanized malleable iron with insulated
throat.
5. Liquidtight Flexible Metallic Conduit: Continuous copper ground in core; approved
' watertight.
D. Expansion Joints: Offset or sliding type with bending straps and clamps. Approved for
I purpose.
2.02 TYPE
A. Utilize GRC or IMC in concrete with concrete -tight connectors or exterior with watertight
connectors.
B. Utilize electrical metallic tubing concealed in interior spaces or exposed in unfinished,
interior where not subject to physical damage.
C. Utilize surface metal raceways for exposed runs in finished areas. Paint to match wall
finish.
M012.01 26 05 33 - 1 Raceways and Boxes for Electrical Systems
I
D. Make connections to motors and equipment with flexible metallic conduit or liquidtight I
flexible metallic conduit. Use liquidtight type in damp locations. Minimum size 1/2 -inch
for motor connections. Use 3/8 -inch only for fixture and control wiring. Provide sufficient
length of flexible conduit to avoid transmission of vibration. Sizes not noted on the
Drawings shall be as required by the NEC.
2.03 OUTLET BOXES I
A. Minimum Box: 4 -inch box, 1 -1/2- inches deep. Provide raised covers on bracket surface
mounted outlets, plaster rings on flush outlets.
B. Flush Switch and Receptacle Outlets for One or Two Devices: 4 -inch square box, 1-1/2-
inches or more deep, with single or two -gang plaster ring.
C. Three or More Devices at One Location: Use one piece gang boxes with device cover,
install one device per gang.
D. Provide galvanized steel interior outlet wiring boxes, of the type, shape and size, including
depth of box, to suit each respective location and installation; constructed with stamped
knockouts in back and sides, and with threaded holes with screws for securing box covers
or wiring devices.
E. Provide outlet box accessories as required for each installation, including mounting
brackets, wallboard hangers, extension rings, fixture studs, cable clamps and metal straps
for supporting outlet boxes, compatible with outlet boxes being used and meeting require-
ments of individual wiring situations. Choice of accessories is Installer's option.
F. Outlet Box Plate Covers:
1. Flush Mounting: Bevelled, pressure formed, type 302 stainless steel, match device
installed.
2. Surface Mounting: Bevelled, steel, pressure formed.
2.04 WEATHERPROOF OUTLET BOXES
A. Provide corrosion resistant cast metal weatherproof outlet wiring boxes, of the type, shape
and size, including depth of box, with threaded conduit ends, cast metal face plate with
spring - hinged waterproof cap suitably configured for each application, including face plate
gasket and corrosion proof fasteners.
B. Weatherproof boxes to be constructed to have smooth sides, gray finish.
C. Boxes used in contact with soil shall be cast iron alloy with gasketed screw cover and
water -tight hubs.
D. Weatherproof Plates: Cast metal, gasketed, for switches and receptacles provide spring
loaded doors.
2.05 WEATHERPROOF JUNCTION AND PULL BOXES
A. Provide galvanized sheet steel junction and pull boxes, with screw -on covers; of the type,
shape and size, to suit each respective location and installation; with welded seams and
equipped with stainless steel nuts, bolts, screws and washers.
M012 01 26 05 33 - 2 Raceways and Boxes for Electrical Systems
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1 2.06 PULLBOXES
A. Pullboxes and Junction Boxes: Sheet metal (indoors) or cast metal (exterior or damp
I locations) construction, conforming to National Electrical Code, with screw -on cover.
B. Flush Mounted Pullboxes: Provide overlapping covers with flush -head retaining screws,
finished in light gray enamel.
I C. Box volumes shall meet NEC for size and number of entering conduits.
PART 3 EXECUTION
I 3.01 RACEWAY INSTALLATION
A. Install conduit concealed in all areas excluding mechanical and electrical rooms,
connections to motors, connections to surface cabinets, underfloor spaces, and above
I suspended ceilings.
B. For exposed runs, attach surface mounted conduit with clamps.
I C. Coordinate installation of conduit in masonry work.
D. Install conduit free from dents and bruises. Plug ends to prevent entry of dirt or moisture.
E. Clean out conduit before installation of conductor.
P F. Alter conduit routing to avoid structural obstructions, minimizing crossovers. Bends and
offsets shall be avoided where possible, but when necessary shall be made with an
approved hickey or conduit bending machine. The use of a pipe tee or a vise for bending
I conduit will not be permitted.
G. Provide UL approved expansion fittings complete with grounding jumpers where conduits
I cross building expansion joints and for long runs where conduit expansion may be
excessive. Provide bends or offsets in conduit adjacent to building expansion joints where
conduit is installed above suspended ceilings.
I H. Route all exposed conduits parallel or perpendicular to building lines.
I. Allow minimum of 6 inches clearance at flues, steam pipes, and heat sources.
I J. Vertical Runs: Straight and plumb.
K. Raceways Running in Groups: Run at sane relative elevation, properly spaced and
I supported.
Dissimilar Metals: Avoid contact with pipe runs of other systems.
I L.
M. Lengths and Bends: Maximum number of bends in any run shall be the equivalent of four
quarter bends (360 degrees total). Maximum length of any run shall be 300 feet, less 50
I feet for each equivalent quarter bend. Junction and pull boxes shall be provided to maintain
these limits.
I N. Provide waterproof seal for all exterior wall and underground raceway penetrations.
M012.01 26 05 33 - 3 Raceways and Boxes for Electrical Systems
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O. All empty raceways shall be provided with pull string or #12 conductor. 1
3.02 BOX INSTALLATION
A. Locate outlet boxes flush in areas other than mechanical rooms, electrical rooms, and above '
suspended ceilings.
B. For boxes mounted in exterior walls make sure that there is insulation behind outlet boxes
to prevent condensation in boxes.
C. Coordinate location and mounting heights with built -in units. Adjust outlet mounting
height to agree with required location for equipment served.
D. Locate pullboxes and junction boxes above suspended ceilings or in electrical rooms, utility
rooms, or storage areas.
E. Support: Secure boxes independent of entering conduits, by attaching directly to structure
with bar hanger, blocking or flat side bracket.
F. Identify each junction and pullbox with system description including branch circuit
numbers of enclosed circuits.
G. Conduit shall be securely fastened to all sheet metal outlet, junction, and pullboxes with
galvanized locknuts, and bushing.
H. Do not mount boxes back-to-back. Boxes on opposite sides of wall shall be separated by at
least 3 inches.
END OF SECTION
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M012.01 26 05 33 - 4 Raceways and Boxes for Electrical Systems
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SECTION 26 05 53
IDENTIFICATION FOR ELECTRICAL SYSTEMS
' PART 1—GENERAL
1.01 WORK INCLUDED
A. Permanent Identification of all electrical system components.
' 1.02 REQUIREMENTS OF REGULATORY AGENCIES
A. Identification shall conform to the latest edition of the National Electrical Code (NEC),
Articles 110-21 and as a minimum requirement.
PART 2 — PRODUCTS
' 2.01 MATERIALS
A. Laminated Plastic:
' 1. Three layer, black front and back with white core.
2. Engraved through outer layer to show white characters on black background.
3. Beveled edges.
4. Other colors as specified.
B. Panelboard Directory Card: Fiberboard neatly typed for newly installed panels. Circuit
changes to existing panels shall be noted on the directory card by hand printing in ink.
When more than five changes have been made on the directory card, a new card shall be
typed.
t PART 3 — EXECUTION
ITEMS TO BE IDENTIFIED
1 3.01
A. Motor starters, power panels, lighting panels and the disconnecting devices contained
therein.
B. Disconnecting devices that are located in the area and not part of the items listed in 3.01
(A).
1 C. Control panels, starters, pushbutton stations, pilot lights and other control devices.
D. Transformers.
E. Remote control devices.
F. Conductors at both device and terminal strip terminations for control and instrumentation
cables and conductors.
G. Other items as specified or noted.
M012.01 26 05 53 - 1 Identification for Electrical Systems
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3.02 USE OF NAMEPLATES AND TAGS
A. Panel designations, as described in paragraph 3.04 (A), and disconnecting devices in motor
control centers shall be identified by nameplates that are engraved or etched. Nameplates
that are engraved or etched shall have a black background with white letters. Letters for
panel designations shall be a minimum of 1/2 inch high and letters for disconnect devices,
mentioned in this paragraph, shall be smaller than the panel designation but have a
minimum height of 3/8 inch.
1
B. Disconnect devices in lighting panels and power panels shall be identified on the
panelboard directory card.
111
C. All wiring shall be identified with self - laminating, machine made thermal transfer labels.
3.03 APPLYING NAMEPLATES AND TAGS I
A. Nameplates that are engraved or etched, shall be attached with screws.
B. Panelboard directory cards shall be placed in holders, provided for this purpose, located ,
inside the panel doors.
3.04 IDENTIFICATION ON NAMEPLATES AND TAGS ,
A. The voltage designation shall also be shown on the nameplate.
B. Nameplates for disconnecting devices contained in panels and motor control centers shall
show the equipment name and location by floor and column number. Voltage designation
shall not be included when the voltage is the same as for the panel or motor control center.
C. Nameplates on disconnect devices located in the area but not part of a panel or motor
control center shall have the equipment name, power source identification, and voltage
designation. Nameplates for disconnect devices located remotely from the equipment shall
also show the equipment location by floor and column number.
D. Nameplates on items listed in paragraph 3.01 (C) shall have the equipment name while the
individual switches and lights shall have the function (such as start, stop, on, off, etc.).
E. Panelboard directory cards shall list the circuit numbers and show the equipment name and
location supplied by the circuits. Equipment locations shall be shown by floor and column
numbers or by room numbers.
END OF SECTION 1
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M012.01 26 05 53 - 2 Identification for Electrical Systems
SECTION 26 22 13
LOW- VOLTAGE DISTRIBUTION
PART 1 - GENERAL
1 1.01 WORK INCLUDED
A. Furnish and install transformers, including brackets, mounts, hardware and other
' accessories for a complete installation.
1.02 QUALITY ASSURANCE
' A. Minimum Standards:
1. ANSI C89.1, NEMA ST1 -4, Dry Type Transformers, 600 volts and below.
2. UL 506: OSHA Adopted Safety Requirements.
' 3. ASE, IEEE, NEMA.
4. TP -1 Compliant.
' B. Acceptable Manufacturers:
1. 600V Class - GE, Sorgel, or approved.
PART 2- PRODUCTS
2.01 TAPS
A. Through 25 KVA: two 5% full capacity taps below normal rated primary voltage.
B. 30 KVA and Larger: Two 2 -1/2% full capacity taps above and four 2 -1/2% full capacity
taps below primary voltage.
' 2.02 INSULATION
A. NEMA Class:
' 1. 0.050 through 2 KVA: Class B.
2. 3 KVA and above: Class H.
B. Design: Continuous operation at rated KVA, 24 hours /day, 365 days /year.
C. Normal Life Expectancy: IEEE #259.
D. Temperatures:
1. Average rise by resistance: 115C maximum.
2. Hot spot rise: 145C maximum.
3. Maximum ambient 40C.
E. Continuous Overload Capacity: 10% minimum at nominal voltage.
F. Insulation System:
1. Proven 220C, designed and functionally evaluated in accordance with IEEE #1 and
#256.
M012.01 26 22 13 - 1 Low- Voltage Distribution
2. Evaluation shall include a dynamic model test under actual operating conditions
including vibration, 40C ambient, rated voltage, full continuous load. I
G. Final Insulation Treatment:
1. Total immersion: 220C insulating varnish which will maintain superior bond strength, I
high dielectric strength and outstanding power factors at temperatures associated with
220C system.
2. Curing: Normal operating temperatures for sufficient time to assure complete curing of
varnish and scourging of all solvent volatiles.
2.03 COILS I
A. Impregnation: Vacuum with non - hygroscopic thermosetting varnish.
B. End Fillers or Tie Downs: Provide maximum mechanical strength. Splicing not
acceptable.
C. Materials incorporated must have at least one year minimum field usage. Accelerated lab
111
tests not acceptable in lieu of field usage.
D. Windings shall be copper. '
2.04 CORES
A. Material: High grade, non - aging, silicon steel with high magnetic permiabilities, low
hysterisis and eddy cun losses.
B. Magnetic Flux Densities: Well below saturation to allow for 10% minimum over- voltage
excitation.
C. Preparation for Shipment: Cores shall be clamped with structural angles and bolted to
enclosure to prevent damage. Formed angles not acceptable.
2.05 SHORT CIRCUIT TEST '
A. NEMA ST -20.
2.06 MOUNTS '
A. Core and coil shall be completely isolated from enclosure by means of vibration absorbing
mounts. There shall be no metal to metal contact between core and coil and enclosure.
B. On units 500 KVA and smaller, vibration isolating system shall be designed to provide for
continual securement of core and coil unit to enclosure. Sound isolating system requiring
removal of all tie down facilities not acceptable.
C. Core and coil assembly shall be supported from base of enclosure, not from enclosure side. ,
2.07 ENCLOSURE
A. 30 KVA and Larger: Ventilated with opening designed to prevent accidental access to
electrically live parts.
B. Mounting: '
M012.01 26 22 13 - 2 Low - Voltage Distribution
1. 10 KVA and below: Suitable for wall mounting.
2. 15 through 75 KVA: Interchangeable mounting for floor, wall or ceiling as shown.
C. Material:
1. Base: 11 gauge steel minimum.
2. Remainder: 0.065" steel minimum.
D. Construction: Self- bracing, drip - proof, rodent -proof.
E. Outdoor Enclosures: Weatherproof and tamperproof.
1 2.08 GROUNDING
A. Visibly ground core and coils to frame of transformer cubicle with flexible grounding strap
of code size.
B. Secondary Neutral: Connect to nearest effectively grounded structural metal member or
' water pipe, per NEC 250.26.
2.09 SOUND LEVELS
1 A. Minimum Levels: NEMA -ANSI C89.1 or C89.2.
' B. Furnish certified test data upon request.
2.10 TERMINAL COMPARTMENT
p . A. Location: Bottom of transformer below core -coil assembly.
B. Conduit Entrance: Side or bottom.
C. Temperature: Not to exceed 5C above ambient, to permit use of 60C wire.
' D. Minimum size: NEC 373 -6.
2.11 IDENTIFICATION
A. A metal nameplate shall be affixed to transformer case listing the following minimum:
1. Manufacturer's name.
' 2. Primary and secondary voltage.
3. KVA.
4. Serial number.
5. Type.
6. Catalog number.
7. Impedance.
' 8. Wiring diagrams.
2.12 VIBRATION DAMPENERS
A. General: Neoprene pads sandwiched between two flat load bearing surfaces. Durometer
and thickness to provide proper support and static deflection of 1/4".
' B. Size in accordance with manufacturer's loading data.
M012.01 26 22 13 - 3 Low - Voltage Distribution
1
C. Floor Mount: Rubber in compression vibration dampener. Consolidated Kinetics, Type R;
or Mason Industries, type N. I
PART 3 - EXECUTION
3.01 VIBRATION CONTROL
A. Primary and Secondary Conduit Connection: LFMC or FMC with ground conductor, 24"
minimum length.
B. Mounting: Mount transformers on vibration dampeners. ,
END OF SECTION ,
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M012.01 26 22 13 - 4 Low- Voltage Distribution ,
' SECTION 26 24 16
PANELBOARDS
' PART 1 — GENERAL
1.01 WORK INCLUDED
A. Provide panelboards incorporating switching and protective devices of the number, rating
and type specified herein and shown in Panel Schedules.
1 1.02 REFERENCE STANDARDS
A. American National Standards Institute (ANSI).
1. 67 Panelboards (ANSI /UL 67).
2. C37.20 Switchgear Assemblies Including Metal- Enclosed Bus (ANSI/IEE C37.20).
B. Institute of Electrical and Electronics Engineers (IEEE).
1. Std. 141 -76 Electric Power Distribution for Industrial Plants.
2. Std. 241 -74 Electric Systems for Commercial Buildings.
C. National Fire Protection Agency (NFPA).
1. NFPA 70 National Electrical Code.
' D. Underwriters' Laboratory (UL).
1. U.L. 67 Panelboards.
2. U.L. 869 Service Disconnects.
1.03 QUALITY ASSURANCE
A. Coordination: Panelboard breakers shall be coordinated with feeder breakers in
switchboard.
B. Acceptable Manufacturers: Cutler - Hammer, GE, Square D, Challenger Electric.
PART 2-PRODUCTS
2.01 CONSTRUCTION
I A. Box:
1. Material: Galvanized code gauge steel.
2. Size: 20 -inch minimum width; 4 -inch minimum gutter space on all sides.
3. Mounting Studs: Minimum 4 interior.
4. Knockouts: Individual knockouts by manufacturer or field -cut by Contractor. No
concentric knockouts.
5. Finish: Except for box, all exterior and interior steel surfaces properly cleaned and
finished with industry standard gray baked enamel paint over a rust - inhibiting
phosphatized primer coating approved by the paint manufacturer, except panelboards
exposed in finished spaces shall have factory finish to match adjacent surfaces.
B. Bussing:
I. Material: Copper.
2. Tap Arrangement: Phase sequence type, permitting a two or three pole breaker to be
installed at any location.
M012.01 26 24 16 - 1 Panelboards
I
3. Short Circuit Bracing: Fully rated, 10,000 amperes RMS symmetrical minimum for
240V AC Panels, and minimum 14,000 amperes RMS Symmetrical for 480V AC
Panels, or as otherwise noted.
4. Phase Bussing: Full height without reduction.
5. Neutral Bussing:
a. Full size, unless otherwise noted.
b. Suitable lug for each outgoing feeder requiring a neutral connection.
6. All bolts used to connect current - carrying parts together shall be accessible for
tightening from the front of the panel.
7. Wiring terminals: Compression or set screw type for copper conductors; bolted to bus.
C. Trim: I
I. Material: Code gauge steel.
2. Flush Panels: 3/4 -inch minimum overlap all around.
3. Surface Panels: Same width and height as box.
4. Mountable by screwdriver, without need for special tools.
5. Tamper- proof: Trim shall not be removable with door closed. Adjustable indicating
trim clamps shall be concealed inside door.
6. Trim shall have piano hinge down one side and shall be openable by removing crews.
Dead front cover shall not open with trim.
7. Doors:
a. Shall cover all device handles, except panels having individual metal clad
externally operable dead front units.
b. Hinges: Concealed, 5- knuckle, steel.
c. Over 48- inches in Height: Shall have auxiliary fasteners at top and bottom of door
in addition to flush latch (3- point).
d. Latches:
i. Flush, not protruding beyond front of door.
ii. Spring- loaded door pull.
e. Locks: Equip latches with flush locks keyed alike.
D. NEMA 1 unless otherwise noted or otherwise required per NEC for location installed. I
2.02 CIRCUIT BREAKERS
A. Main Breaker:
1. Where required, main breakers shall be individually mounted separate from branch
breakers.
2. Covered by a metal plate, except for the operating handle.
3. Connection from the load side to the panel bus shall be bus bar. Insulated wire not
permitted.
4. Where used as service disconnect, breaker and panelboard shall be listed for use as
service entrance equipment.
B. Branch Breakers:
1. Connection to Bus: Bolt -on.
C. Other requirements as noted elsewhere in these Specifications and as per NEC.
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M012.01 26 24 16 - 2 Panelboards
1
' PART 3 — EXECUTION
3.01 INSTALLATION
A. Provide mounting brackets, busbar drillings, and filler pieces for unused spaces.
B. Prepare and affix typed directory to inside cover of panelboard indicating loads controlled
' by each circuit as required elsewhere in these Specifications.
C. Provide panelboards flush in areas other than mechanical rooms, electrical rooms, and
above removable ceilings.
D. Conduit shall be securely fastened to all panelboards and sheet metal outlet, junction, and
' pull boxes with galvanized locknuts, and one bushing installed in accordance with standard
practice. The full number of threads shall project through to permit the bushing to be
drawn tight against the end of the conduit, after which the locknut shall be made up
sufficiently tight to draw each into firm electrical contact with the box.
E. Keys: Collect all panel keys. Combine all keys on one key ring and submit at time of
substantial completion.
END OF SECTION
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M012.01 26 24 16 - 3 Panelboards
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' SECTION 26 27 26
WIRING DEVICES
PART 1 — GENERAL
1.01 WORK INCLUDED
A. Wall Switches.
' B. Receptacles.
C. Ground Fault Receptacles.
1.02 REFERENCE STANDARDS
A. American National Standards Institute (ANSI).
1. 467 Grounding and Bonding Equipment (ANSI/UL467).
2. 498 Attachment Plugs and Receptacles (ANSI/UL498).
3. C73 Series Dimensions of Attachment Plugs and Receptacles.
B. Federal Specification (FS).
1. W- C -596D and E Specification for Electrical Power Connector, Plug, Receptacle and
Cable Outlet.
C. National Electrical Manufacturer's Association (NEMA).
1. WD 1 -79 General Purpose Wiring Devices.
D. National Fire Protection Association (NFPA).
1. NFPA 70 National Electrical Code.
' E. Underwriters' Laboratory (UL).
1. UL -20 Standard for Snap Switches.
' 1.03 QUALITY ASSURANCE
A. Receptacles shall be Industry Class 5362.
' B. Acceptable Manufacturers: Hubbell, P &S, Sierra, Bryant, Arrow -Hart, Leviton, GE, or
approved.
PART 2- PRODUCTS
2.01 MATERIALS
A. Switches: 120/277 Volt. AC Quiet, slow make, slow break design, toggle handle, with
1 totally enclosed case, rated 20 ampere, specification grade. Provide matching two -pole,
three -way and four -way switches.
B. Switch and Pilot Light: Toggle action type with red handle, integral long -life neon pilot
light, rated at 15 ampere, 120 volts.
M012.01 26 27 26 - 1 Wiring Devices
1
C. Duplex Receptacles: Full gang size, polarized, duplex, parallel blade, U- grounding slot,
specification grade, rated at 20 amperes, 125 volts (unless otherwise noted), designed for
split feed service.
D. Ground Fault Receptacles: Specification grade duplex receptacle with integral ground fault 1
circuit interrupter. Test and reset buttons. Matching wall plate.
E. Wall Plates: Satin stainless steel, Type 302. Nominal .040 -inch thick. Match device
configuration.
F. Nameplates: Provide engraved or embossed plastic nameplates for receptacles other than
standard duplex receptacles indicating voltage, phase, amperes, circuit and panel.
G. Color: Provide gray switches and receptacles in all areas.
PART 3 - EXECUTION
3.01 INSTALLATION 1
A. Furnish and install wiring devices of number, rating and type shown.
B. Devices to include appropriate outlet box, cover, wall plate and other necessary installation
materials for a complete operating outlet.
C. Mount switches 42 inches (to center line of faceplate) above floor except as otherwise
noted on the Drawings.
D. Coordinate switch mounting location with architectural detail.
E. Mount receptacles vertically at 15 inches (to bottom of faceplate) above finished floor, with
grounding pole at top.
F. Coordinate receptacle height with benches and counters.
G. When mounting receptacle above bench or counter, mount horizontally with grounding
pole at left.
H. Back wiring wells may be used for receptacles.
I. Grounding: Install a separate green or bare wire between the receptacle strap grounding
(green) screw and a screw into the outlet box. Self-grounding strap not approved as
grounding means.
END OF SECTION
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M012.01 26 27 26 - 2 Wiring Devices
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' SECTION 26 28 16
OVERCURRENT PROTECTIVE DEVICES
PART 1— GENERAL
1.01 WORK INCLUDED
1 A. Fuses.
B. Circuit Breakers.
1.02 REFERENCE STANDARDS
A. American National Standards Institute (ANSI).
1. C37.16 Preferred Ratings, Related Requirements, and Application Recommendations
for Low Voltage Power Circuit Breakers and AC Power Circuit Protectors.
' 2. C37.17 Trip Devices for AC and General- Purpose DC Low - Voltage Power Circuit
Breakers.
3. C97.1 Low Voltage Cartridge Fuses 600 Volts or Less.
B. Federal Specifications (FS).
1. W- C- 375B /GEN Circuit Breakers, Molded Case; Branch Circuit and Service, Federal
Supply Classification (FSC) 5925.
2. W -C- 375/(1 through 20) Circuit Breakers, Molded Case, Branch Circuit and Service
(FSC) 5925.
3. W -F -1814 Fuse Cartridge, High Interrupting Capacity. (FSC) 5920.
C. Institute of Electrical and Electronic Engineers, Inc. (IEEE).
1. 20 -73 Low Voltage AC Power Circuit Breakers Used in Enclosures (ANSI 037.13-
' 73).
D. National Electrical Manufacturer's Association (NEMA).
' 1. FU -1 Low Voltage Cartridge Fuses.
1.03 APPLICABLE REGULATIONS
A. Underwriters' Laboratories (UL).
1. UL 489 -72 Molded Case Circuit Breakers and Circuit Breaker Enclosures.
2. UL 198 E Class R Fuses.
3. UL 198.2 High Interrupting - Capacity Fuses, Current Limiting Type.
4. UL 869 Service Disconnects.
B. National Fire Protection Association (NFPA).
1. NFPA 70 National Electrical Code.
PART 2- PRODUCTS
2.01 FUSES
' A. Feeder, Branch Circuit and Service Entrance Fuses: 600 amperes and below, UL Class J or
RK1 current limiting type, 600 volt 200,000 ampere inten capacity.
M012.01 26 28 16 - 1 Overcurrent Protective Devices
1
B. Motor and Inductive Circuit Fuses: UL class RK5 time delay current limiting type, 600
volt, 200,000 ampere interrupting capacity.
C. Control Circuit Fuses: UL Class J or R current, limiting type, 600V.
2.02 MOLDED CASE CIRCUIT BREAKERS
A. Circuit Breakers:
1. Connection to Bus: Bolt -on.
2. Thermal- magnetic, molded case, with inverse time current overload and instantaneous
magnetic tripping unless otherwise shown.
3. Quick -make, quick - break, with tripped indication clearly shown by breaker handle
taking a position between ON and OFF.
4. Multi -pole breakers shall have a common internal trip. No handle ties between single
pole breakers.
5. Contacts: T- rated, for heavy duty switching applications.
6. Breakers feeding convenience outlets shall have sensitive instantaneous trip settings of
not more than 10 times the breaker trip rating to prevent repeated arcing shorts 111 resulting from frayed appliance cords.
7. Additions to existing panelboards and switchboards shall match or be compatible with
existing.
8. Where used as service disconnects, breakers shall be listed for use as service entrance
equipment.
PART 3 - EXECUTION
3.01 FUSE INSTALLATION
A. Label each switch to indicate type and rating of fuse installed.
B. All fuses shall be selected to provide selective system coordination. 1
C. Provide 10% (3 minimum) spare fuses of each size and rating used.
3.02 CIRCUIT BREAKER INSTALLATION
A. Label each breaker located in switchboard or separate enclosure to indicate load served. 1
B. Adjust settings on breakers to operate properly under actual field conditions and to provide
selective system coordination.
C. Update directory in panelboards which have new breakers installed.
END OF SECTION
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M012.01 26 28 16 - 2 Overcurrent Protective Devices
1
1
1 SECTION 26 29 13
MOTOR AND CIRCUIT DISCONNECTS
1 PART 1— GENERAL
1.01 WORK INCLUDED
S A. Provide and install motor disconnects as shown and as required by Codes.
B. Provide and install circuit disconnects as shown and as required by Codes.
C. Disconnects to include mounting stands, brackets, plates, supports, and required hardware
and accessories for complete installation.
1.02 REQUIREMENTS OF REGULATORY AGENCIES
1 A. Conform to National Electrical Code and to applicable inspection authority.
B. Provide circuit and motor disconnects in the proper enclosure as required by NEC for the
' location installed unless more stringent requirements otherwise noted on the Drawings or
herein.
1.03 REFERENCE STANDARDS
A. Underwriters' Laboratory (UL).
1. Annual Product Directories.
2. UL -98 Enclosed Switches.
B. National Electrical Manufacturer's Association (NEMA).
1. NEMA KS -1 Enclosed Switches.
PART 2 - PRODUCTS
2.01 COMPONENTS
1 A. Motor and circuit disconnects shall have an Underwriters' Laboratory label.
B. Three -Phase Disconnect Switches: Three -pole heavy duty quick make, quick break 600
' volt. Number of poles and ampacity as noted or required by Code. Fusible where noted
with fuse clips suitable for dual element fuses unless current limiting fuses are noted. Short
circuit rating sufficient to withstand the available fault current or let - through current before
the fuse melts without damage or changes in rating.
C. Compression or set -screw lugs approved for use with copper wire.
D. ON /OFF Positions: Clearly marked, lockable in "OFF" position.
E. Cover Interlock:
1. Prevents switch from being opened when "on."
2. Prevents closing switch when cover is open.
3. Defeater to permit authorized personnel to open door and inspect switch when "on," or
operate with cover open.
1
M012.01 26 29 13 - 1 Motor and Circuit Disconnects
1
1
F. Motor disconnects shall contain minimum 2 NO/NC control circuit disconnecting contacts
interlocked with operating handle.
G. Enclosure for Dry, Indoor Locations: NEMA 1 minimum. Enclosures for outdoor
1 locations: NEMA 3R minimum. Others as required for location installed.
PART 3 - EXECUTION
1
3.01 INSTALLATION
A. histall motor and circuit disconnects as recommended by manufacturer and as required by 1
Code and UL.
B. Maintain Code clearances.
C. Provide a nameplate on each motor and circuit disconnect identifying the equipment item
served. Where disconnect is to be installed in existing motor control center replace existing
nameplate with new nameplate identifying new equipment item served.
END OF SECTION
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M012.01 26 29 13 - 2 Motor and Circuit Disconnects
SECTION 26 32 13
1 STANDBY GENERATION SYSTEM
PART 1 - GENERAL
1.01 CONTRACT CONDITIONS
A. Work of this division is bound by the General Conditions and this specification and
accompanying drawings.
' 1.02 SCOPE
A. The Contractor shall furnish and install a complete and operable emergency power system
as specified herein and indicated on the drawings.
B. The Supplier shall be completely responsible for this entire emergency power system and
coordination with other trades as required.
1. It is intended that the General Contractor will issue a purchase order, upon the Owner's
instructions, to the manufacturer selected in order to expedite delivery. The
manufacturer shall transfer the order to the Electrical Contractor and cancel the General
' Contractor's order without effect on any provision in that order.
' PART 2 - PRODUCTS
2.01 STANDBY GENERATOR UNIT
A. The generating unit shall be a diesel engine generator set having an output rating of not less
than 350 kW continuous standby duty. Rating is based on 60 cycle 3 phase, 4 wire,
' 277/480V operation and 437 kva at 80% power factor.
B. The manufacturer of the generator unit shall be represented by a service organization which
is capable of assisting in coordination of all components including generator units, fuel
' system, engine exhaust system, power wiring, and control wiring to insure a complete
workable system suitable for emergency standby service. The manufacturer's service
organization shall also be capable of completely testing the generator system and
equipment after installation.
2.02 ENGINE
A. The engine shall be stationary, liquid- cooled, diesel for use with No. 2 diesel fuel. Design
shall be four cycle, turbocharged and intercooled where required by engine manufacturer.
' Engine shall be certified by the engine manufacturer as capable of developing sufficient
bhp at 1800 rpm, and driving a generator yielding a kW rating as specified herein.
' B. The engine shall be equipped with the following:
1. An electric starter as required by manufacturer.
2. Positive displacement, mechanical full pressure lubrication oil pump.
3. Fuel and oil filters with replaceable elements.
' 4. Mechanical governing system to automatically control generator frequency to 5% or
less of rated frequency from no load to full load rated output.
1
M012.01 26 32 13 - 1 Standby Generation System
5. Protection sensing devices to initiate the following P engine re- alarms and shutdowns: 1
g ne shtdowns:
low coolant temp alarm; low lubrication oil pressure alarm; high coolant temp alarm;
low lubrication oil pressure shutdown; high coolant temperature shutdown; overspeed
shutdown; overcrank lockout.
6. Provide low coolant level shutdown, which shall activate high engine temperature lamp
and shutdown.
1
7. Engine starter battery charging alternator, with solid -state voltage regulator.
8. Engine mounted thermostatically controlled water jacket heater to aid in quick starting.
Heater shall be rated 2000 watts, 480 volts, single phase, 60 Hz.
1
2.03 ENGINE COOLING SYSTEM
A. The engine shall have an engine driven water pump and a unit mounted radiator, fan, and a
thermostat temperature control. The radiator shall be provided with a duct adapter flange
permitting the attachment of air discharge duct directing the discharge of radiator air
through the wall.
1
B. Provide 50% ethylene- glycol solution in system.
2.04 ENGINE EXHAUST SYSTEM
A. Provide exhaust muffler as recommended by the generator set manufacturer. Muffler shall
be of the residential type. A flexible exhaust connection shall be provided for connection
between engine exhaust manifold and exhaust line, in compliance with applicable codes
and regulations. 1
2.05 GENERATOR
A. The generator shall be a four pole, synchronous type, revolving field design with
temperature compensated solid -state voltage regulator and brushless rotating rectifier
exciter system. No brushes will be allowed. Generator shall be directly connected to
engine flywheel housing and driven through a flexible coupling to insure permanent
alignment. Insulation shall meet NEMA standards for Class F insulation. The three phase,
broad range, reconnectible generator shall have 12 leads brought out to allow connection to
obtain 277/480 volts.
B. Voltage regulation shall be within plus or minus 2 percent of rated voltage, from no load to
full rated load. A rheostat shall provide a minimum of plus or minus five percent voltage
adjustment from rated value. Voltage regulator shall be insensitive to SCR or thyrister
loads.
2.06 ENGINE - GENERATOR CONTROLS
1
A. The engine - generator control panel shall be a lighted, unit mounted control module that is
factory built, wire, tested, and shock - mounted by the generator manufacturer. The panel
shall contain the following:
1. Oil pressure gauge, coolant temperature gauge, charge rate ammeter and running time
meter.
2. Run- Stop- Remote manual selector switch.
3. Manual reset field circuit breaker.
4. AC voltmeter, frequency meter, AC ammeter. 1
5. Four (4) position AC meter phase selector switch to read line current and voltage in
each phase with an off position.
1
M012.01 26 32 13 - 2 Standby Generation System
1
2.07 ACCESSORIES
A. The generating set shall be equipped with vibration isolators and mounted on a welded steel
base which shall provide suitable mounting to any level surface.
1 B. Two (2) 12 -volt starting batteries, rack and cables.
' 2.08 ENCLOSURE
A. Provide a sound attenuated, weather protective enclosure for the generator. Enclosure shall
provide lockable access doors, ventilation, and limit unit noise to 67dBA at 23 feet.
B. Remote Generator Annunciator Panel. Provide a remote annunciator capable of monitoring
all listed generator and ATS alarms and controls. Unit shall be capable of interfacing with
1 local access, windows based software and a communications module capable of interfacing
with the Owner's network facilities.
2.09 SUB -BASE TANK
A. Provide a dual wall sub -base fuel tank suitable for skid mounting. Include fuel level alarm
and leak detection alarm.
B. Minimum capacity 1250 gallons.
1 C. The sub -base tank shall be completely filled with fuel at the completion of the project.
2.09 AUTOMATIC TRANSFER SWITCH
A. The complete automatic load transfer control shall be designed, built, and tested by the
generator manufacturer. The load transfer control shall be rated for continuous duty and for
1 all classes of load. The automatic load transfer control shall be provided with three poles
for normal emergency service of 277/480 volt, 60 Hz, 3 phase.
B. Operation: The Automatic Load Transfer Control shall sense complete loss of normal
power on any phase and signal the emergency generating set to start within 10 seconds after
normal power failure. When the emergency power attains proper voltage and frequency,
' the Load Transfer Control will automatically transfer the load to emergency power. When
the normal power is restored, the Automatic Load Transfer Control shall sense this and
retransfer the load from emergency power to normal power, and signal the emergency
source to stop.
C. Rating and Performance:
' 1. The transfer switch shall be rated for all classes of load including inductive and
noninductive load at 600 volts and tungsten lamp load at 250 volts. The transfer switch
portion of the control shall be designed, built, and tested to close on an inrush current
up to and including twenty (20) times the continuous rating of the switch without
1 welding or excessive burning of the contacts. The transfer switch shall be capable of
switching the load up to and including fifteen (15) times the continuous rating of the
switch and capable of enduring six thousand (6000) cycles of operation, at rated
current, at a rate of six (6) cycles per minute, without failure. One cycle shall consist of
one complete opening and closure of both sets of contacts on an inrush current of ten
(10) times the continuous rating of the switch.
' 2. Transfer switch shall be rated for 225 amps and have a withstand current of 30,000
amps (RMS- symmetrical).
M012.01 26 32 13 - 3 Standby Generation System
1
D. Construction:
1. An indoor, nonventilated NEMA 1 enclosure with key locked door shall house the
transfer switch and control components. The indicating lamps and meters shall mount
on the front to be visible without opening doors.
2. Voltage sensors and time delays shall be solid- state, plug -in devices. The control
relays shall be dust covered, plug -in devices. These control accessories shall mount on
a dead - front, swing -out, control accessory panel to avoid generator shock hazard while
adjusting control functions, but will swing out exposing the wiring to facilitate
servicing.
3. The transfer switch, with terminal lugs for either copper or aluminum wire, shall have
individual heat resistant chambers enclosing solid silver cadmium oxide, double -break
contacts. The transfer switch, with mechanical and electrical and interlocks to prevent
simultaneously energizing both normal and emergency service shall be mechanically
held on line side with auxiliary contacts rated 6 -amp, 120 volt AC; 3 -amp, 240 volt,
AC on line side and generator side of transfer switch.
1
E. Accessories: The following accessories shall be provided with the Automatic Transfer
Switch:
1. A time delay to start standby power, adjustable from 0 - 10 seconds, shall be provided
to prevent needless starting and stopping during periods of momentary voltage
fluctuations from the normal power source.
2. A time delay to pick -up load, adjustable from .5 - 30 seconds, shall be provided to
prevent the standby power from accepting load until proper voltage and frequency is
reached.
3. A time delay to retransfer the load, adjustable from 0 - 30 minutes, shall be provided to
delay retransfer to avoid short tenn normal power restoration.
4. A time delay to stop the engine- generator after the load has been transferred to normal
power shall be provided. The time delay, adjustable from .5 - 10 minutes, shall permit
engine to run unloaded to cool down before shutdown.
5. Automatic bypass to re- transfer the load from generating set to normal power source if
the emergency set should fail during the delay period.
6. Provide battery charger, SCR voltage regulated type with float and taper features; 6-
amp at 24 V.D.C.; 10 -amp at 12 V.D.C. as required for generator set. Charger shall
have charging ammeter and fuse protection. Charger shall not be damaged during
engine cranking.
7. Provide a test switch to simulate an interruption of power from the normal source.
8. Provide an exerciser clock to automatically start the generating set at regular intervals
and allow it to run for a preset time period, such as 30 minutes per week.
9. A with/without load selector switch shall be provided to test or exercise generator.
10. Adjustable solid state voltage sensors, one per phase on line side. Sensors shall be
temperature compensated over the temperature range of 225 ° F to +175 ° F.
11. Disconnect plug to electrically disconnect the control section from the transfer switch
for maintenance service during normal operation.
12. Selector switch (3 -wire start units only) shall be provided with Auto- Handcrank -Stop.
13. Green (normal) and red (emergency) indicating lamps to indicate which source is
supplying power to the load shall be provided on the front of the enclosure door.
14. AC ammeter 0 - 6 amp for battery charger on front of enclosure door.
15. Overcrank indicator lamp (used on 3 -wire starting units).
PART 3 - EXECUTION
3.01 INSTALLATION 1
M012.01 26 32 13 - 4 Standby Generation System
A. Deliver the engine generator set, battery charger, circuit breaker, and transfer switch,
crated, to the jobsite, for installation by the Electrical Contractor. Follow manufacturer's
instructions.
B. Muffler, exhaust piping, and day tank will be furnished complete with the generator set to
Division 15 Contractor.
C. Engine generator set shall be installed as indicated on the drawings. See drawings for
locations. Installation by the Electrical Contractor.
D. The Electrical Contractor will fill the fuel oil storage tank with No. 2 diesel fuel for testing
and final checking prior to acceptance. Provide fuel to completely fill the tank to capacity.
3.02 START -UP
A. Factory start-up. A qualified factory technician will:
1. Supervise installation.
2. Check installation and interface connections to insure proper mating of generator
system with building wiring.
3. Perform on -site load testing.
4. Be in attendance during demonstration of system operation to Owner's personnel and
' Engineer.
5. Notify Owner and Engineer 48 hours in advance prior to Operation Test.
' B. Fill engine cooling system with ethylene- glycol antifreeze solution and water for a 50/50
mixture.
C. Provide five spare gallons of ethylene - glycol mixture to Owner upon project completion.
D. Provide five -year written warranty from manufacturer.
END OF SECTION
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M012.01 26 32 13 - 5 Standby Generation System
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1 APPENDIX A
� ODAS DESIGN STANDARDS
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