HomeMy WebLinkAboutPROJECT MANUAL - 08-00379 - BYUI Auxilliary Services Building - Remodel0800379
BYUI Auxilliary Services
Building Remodel
2008 CNA ELECTRICAL UPGRADES
Auxiliary Services, Snow Relight, Exterior Walk Lighting
Brigham Young University -Idaho
Project No. 3489
Project Manual
Construction Documents
June 2008
Architect:
3YU-Idaho
Office 4213 PPLT
Rexburg, Idaho 83460-8205
ph.208.496.2449
fx.208.496.6449
Electrical Engineer:
Payne Engineering Inc.
107 South 181° Avenue
Pocatello, Idaho 83201
ph.208.232.4439
(x.208.232.1435
TABLE of CONTENTS
SPECIFICATIONS GROUP
GENERAL REQUIREMENTS SUBGROUP
DIVISION OI: GENERAL REQUIREMENTS
011008 SUMMARY
011100 SUMMARY OF WORK
011400 WORK RESTRICTIONS
012000 PRICE AND PAYMENT PROCEDURES
012900 PAYMENT PROCEDURES
013000 ADMINISTRATIVE REQUIREMENTS
013100 PROJECT MANAGEMENT AND COORDINATION
013200 CONSTRUCTION PROGRESS DOCUMENTATION
013300 SUBMITTAL PROCEDURES
013500 SPECIAL PROCEDURES
01 4000 QUALITY REQUIREMENTS
014100 REGULATORY REQUIREMENTS
014200 REFERENCES
014300 QUALITY ASSURANCE
014500 QUALITY CONTROL
01 5000 TEMPORARY FACILITIES AND CONTROLS
015100 TEMPORARY UTILITIES
015400 CONSTRUCTION AIDS
015500 VEHICULAR ACCESS AND PARKING
015600 TEMPORARY BARRIERS AND ENCLOSURES
015700 TEMPORARY CONTROLS
015800 PROJECT IDENTIFICATION
016000 PRODUCT REQUIREMENTS
016100 COMMON PRODUCT REQUIREMENTS
016200 PRODUCTOPTIONS
016400 OWNER -FURNISHED PRODUCTS
016500 PRODUCT DELIVERY, STORAGE, AND HANDLING REQUIREMENTS
017000 EXECUTION AND CLOSEOUT REQUIREMENTS
017300 EXECUTION
Ol 7400 CLEANMO AND WASTE MANAGEMENT
017700 CLOSEOUT PROCEDURES
01 7800 CLOSEOUT SUBMITTALS
FACILITY CONSTRUCTION SUBGROUP
DIVISION 02: NOTUSED
DIVISION 03: CONCRETE
031800 CONCRETE FORMING AND ACCESSORIES
031113 S-fRUCTURALCAS'F-IN-PLACECONCRETEFORM1IING
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032000 CONCRETE REINFORCING
032100 REINFORCINGS'ITEL
033000 CAST -IN-PLACE CONCRETE
033053 MI.SCULANEOUS CAST -IN-PLACE CONCRETE
033111 NORMAL WEIGIITSTRUCTURAL CONCRETE
033923 MEMBRANE CONCRETE CURING
036000 GROUTING
036213 NON-METALLIC NON -SHRINK GROUT
DIVISION 04: NOT USED
DIVISION 05: METALS
050000 METALS
050503 SHOP -APPLIED METAL COATINGS
050523 METALFASTENINGS
DIVISION 06: NOT USED
DIVISION 07: THERMAL AND MOISTURE PROTECTION
079000 JOINT PROTECTION
079213 ELASTOMERIC JOINT SEALANTS
DIVISION 08: NOT USED
DIVISION 09: FINISHES
095000 CEILINGS
095113 ACOUSTICAL PANEL CEILINGS
09 5116 ACOUSTICAL PANEL CEILINGS
D I V I S 10 N S 10 THROUGH 19: NOT USED
FACILITY SERVICES SUBGROUP
D I V I S 10 N S 20 THROUGH 25: NOT USED
DIVISION 26: ELECTRICAL
2600011 ELECTRICAL
260501 COMMON ELEC'T'RICAL REQUIREMENTS
260502 ELECTRICAL DEMOLITION RE9UIRA1ENI'S
26 05 13 MEDIUM VOLTAGE CABLE
260519 LINE -VOLTAGE ELECTRICAL POWER CONDUCTORS AND CAB LES
260526 GROUNDING AND 13ONDING FOR ELECTRICAL SYSTEMS
260533 RACEWAY AND 130XES FOR ELECTRICAL SYSTEMS
202000 LO�NILINE3VOLTAGE DISTRIBUTION
2008 CNA ELECTRICAL UPGRADES 7/7/2008 Document 00 0110 - 2
ASB, SNOW RELIGHT, WALK LIGHTING TABLE OF CONTENTS;
262417 CIRCUIT-BREAKERPANELBOARDS
265000 LIGHTING
265100 INTERIOR LIGHTING
D I V I S 10 N 27 THROUGH 29: NOT USED
SITE AND INFRASTRUCTURE SUBGROUP
DIVISION 30: NOT USED
DIVISION 31: EARTHWORK
310000 EARTHWORK
310501 COMMON EARTHWORK REQUIREMENTS
311000 SITE CLEARING
311100 CLEARING AND GRUBBING
311413 TOPSOIL STRIPPING AND STOCKPILING
312000 EARTH MOVING
312213 RouGHGRADING
312216 FINE GRADING
312316 EXCAVATION
312323 FILL
DIVISION 32: EXTERIOR IMPROVEMENTS
323000 SITE IMPROVEMENTS
323113 CHAN LINK FENCES AND GATES
D I V I S 10 N S 33 THROUGH 39: NOT USED
PROCESS EQUIPMENT SUBGROUP
D 1 V I S 10 N S 40 THROUGH 49: NOT USED
END OF TABLE OF CONTENTS
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ASB, SNOW RELIGHT, WALK LIGHTING TABLE OF CONTENTS
DIVISION O1 -GENERAL REQUIREMENTS
01 1000 SUMMARY
01 1100 SUMMARYOF WORK
011400 WORK RESTRICTIONS
01 2000 PRICE AND PAYMENT PROCEDURES
012900 PAYMENT PROCEDURES
013000 ADMINISTRATIVE REQUIREMENTS
013100 PROJECT MANAGEMENT AND COORDINATION
013200 CONSTRUCTION PROGRESS DOCUMENTATION
013300 SUBMITTAL PROCEDURES
013500 SPECIAL PROCEDURES
Of 4000 QUALITY REQUIREMENTS
014100 REGULATORY REQUIREMENTS
014200 REFERENCES
014300 QUALITY ASSURANCE
014500 QUALITY CONTROL
015000 TEMPORARY FACILITIES AND CONTROLS
01 5100 TEMPORARY UTILITIES
015400 CONSTRUCTION AIDS
015500 VEHICULAR ACCESS AND PARKING
015600 TEMPORARY BARRIERS AND ENCLOSURES
01 5700 TEMPORARY CONTROLS
015800 PROJECT IDENTIFICATION
016000 PRODUCT REQUIREMENTS
016100 COMMON PRODUCT REQUIREMENTS
016200 PRODUCTOPTIONS
016400 OWNER -FURNISHED PRODUCTS
016500 PRODUCT DELIVERY, STORAGE, AND HANDLING REQUIREMENTS
01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS
017300 EXECUTION
01 7400 CLEANING AND WASTE MANAGEMENT
017700 CLOSEOUT PROCEDURES
OI 7800 CLOSEOUT SUBMITTALS
END OF TABLE OF CONTENTS
2008 CNA ELECTRICAL UPGRADES 7/2/2008 01 0000- 1
ASB, SNOW RELIGHT, WALK LIGHTING TABLE OF CONTENTS
f
SECTION 011100
SUMMARY OF WORK
1.1 WORK COVERED BY CONTRACT DOCUMENTS:
A. Provisions contained in Division 01 apply to Sections of Divisions 02 through 49 of Specifications.
Instructions contained in Specifications are directed to Contractor. Unless specifically provided
otherwise, obligations set forth in Contract Documents are obligations of Contractor.
B. Contractor will furnish total labor, materials, equipment, and services necessary to perform The Work
in accordance with Contract Documents.
END OF SECTION
2008 CNA ELECTRICAL UPGRADES 7/2/2008 01 1100-1
ASB, SNOW RELIGHT, WALK LIGHTING SUMMARY OF WORK
SECTION 011400
WORK RESTRICTIONS
1.1 PROJECT CONDITIONS
A. During construction period. Contractor will have use of premises for construction operations.
Contractor will ensure that Contractor, its employees, subcontractors, and their employees comply
with following requirements:
1. Confine operations to areas within Contract limits shown on Drawings. Do not disturb portions of
site beyond Contract limits.
2. Do not allow alcoholic beverages, illegal drugs, or persons under their influence on Project site.
3. Do not allow use of tobacco in any form on Project Site.
4. Do not allow work on Project site on Sundays except for emergency work.
5. Refrain from using profanity or being discourteous or uncivil to others on Project Site or while
performing The Work.
6. Wear shirts with sleeves, wear shoes, and refrain from wearing immodest, offensive, or
obnoxious clothing, while on Project Site.
7. Do not allow playing of obnoxious and loud music on Project Site. Do not allow playing of any
music within existing facilities.
8. Do not build fires on Project Site.
9. Do not allow weapons on Project Site, except those carried by law enforcement officers or other
uniformed security personnel who have been retained by Owner to provide security services.
B. Existing Facilities:
1. Accommodate use of existing facilities by Owner.
C. Do not load or permit any part of the structure to be loaded with a weight that will endanger its safety.
Questions of structural loading as part of construction means and methods shall be addressed by a
licensed structural engineer engaged by Contractor, subject to the review by Owner.
END OF SECTION
2008 CNA ELECTRICAL UPGRADES 7/2/2008 01 1400 - 1
ASB, SNOW RELIGHT, WALK LIGHTING WORK RESTRICTIONS
SECTION 01 2900
PAYMENT PROCEDURES
1.1 PAYMENT REQUESTS
A. Use Payment Request forms provided by Owner.
B. Each Payment Request will be consistent with previous requests and payments certified by Architect
and paid for by Owner.
C. Request Preparation:
1. Complete every entry on Payment Request form.
2. Entries will match data on approved schedule of values and Contractor's Construction Schedule.
Use updated schedules if revisions have been made.
3. Submit signed Payment Request to Architect with current Construction Schedule.
D. Provide following submittals before or with submittal of Initial Payment Request:
1. List of Subcontractors.
2. Initial progress report.
3. Contractor's Construction Schedule.
4. Submittal Schedule.
E. Provide Affidavit of Contractor and Consent of Surety with Payment Request following Substantial
Completion.
1.2 SCHEDULE OF VALUES
A. Submit schedule of values on Owner's standard form to Architect 20 days minimum before submission
of Initial Payment Request as a necessary condition before payment will be processed. Coordinate
preparation of schedule of values with preparation of Contractor's Construction Schedule. Correlate
line items in Schedule of Values with other required administrative schedules and forms, including:
1. Contractor's Construction Schedule.
2. Payment Request form.
END OF SECTION
2008 CNA ELECTRICAL UPGRADES 7/2/2008 012900 - 1
ASB, SNOW RELIGHT, WALK LIGHTING PAYMENT PROCEDURES
SECTION 01 3100
PROJECT MANAGEMENT AND COORDINATION
1.1 PROJECT COORDINATION
A. Project designation for this Project is 2008 CNA Electrical Upgrades.
B. This Project designation will be included on documents generated for Project by Contractor and
Subcontractors, or be present on a cover letter accompanying such documents.
1.2 MULTIPLE CONTRACT COORDINATION
A. Contractor shall be responsible for accurately maintaining and reporting schedule of The Work from
Notice to Proceed to date of Substantial Completion.
B. Contractor shall be responsible for providing Temporary Facilities And Controls for those who perform
work on Project from Notice to Proceed to date of Substantial Completion.
C. Contractor shall be responsible for providing Construction Waste Management And Disposal services
for those who perform work on Project from Notice to Proceed to date of Substantial Completion.
D. Contractor shall be responsible for Final Cleaning for entire Project
1.3 PROJECT MEETINGS AND CONFERENCES
A. Preconstruction Conference:
1. Attend preconstruction conference and organizational meeting scheduled by Architect at Project
site or other convenient location.
2. Be prepared to discuss items of significance that could affect progress, including such topics as:
a. Status of permits.
b. Construction schedule.
c. Critical Work sequencing.
d. Designation of responsible personnel.
e. Procedures for processing interpretations and Modifications.
f. Procedures for processing Payment Requests.
g. Distribution of Contract Documents.
h. Submittal of Product Data, Shop Drawings, Samples, Quality Assurance I Control submittals.
I. Preparation of record documents and O & M manuals.
j. Use of the premises.
k. Office, work, and storage areas.
I. Equipment deliveries and priorities.
m. Security.
n. Project cleanup.
o. Working hours.
p. Current problems.
q. General schedule of inspections by Architect and its consultants.
r. General inspection of tests.
3. Architect will record minutes of meetings and distribute copies to Owner and Contractor within
three working days.
B. Progress Meetings:
1. Attend progress meetings at Project site at regularly scheduled intervals determined by Architect,
at least once a month.
2008 CNA ELECTRICAL UPGRADES 7/2/2008 01 3100-1
ASB, SNOW RELIGHT, WALK LIGHTING PROJECT MANAGEMENT AND COORDINATION
2. Progress meetings will be open to Owner, Architect, Subcontractors, and anyone invited by
Owner, Architect, and Contractor.
3. Be prepared to discuss items of significance that could affect progress, including following:
a. Progress since last meeting.
b. Whether Contractor is on schedule.
c. Activities required to complete Project within Contract Time.
d. Labor and materials provided under separate contracts.
e. Off-site fabrication problems.
f. Access.
g. Site use.
h. Temporary facilities and services.
I. Hours of work.
j. Hazards and risks.
k. Project cleanup.
I. Quality and Work standards.
m. Status of pending modifications.
n. Documentation of information for Payment Requests.
o. Maintenance of Project records.
4. Architect will prepare minutes of progress meetings and distribute copies of minutes to Owner
and Contractor within three working days.
C. Pre -installation Conferences:
1. Attend pre -installation conferences specified in Contract Documents as scheduled by Architect.
2. Be prepared to discuss following items:
a. Requirements of Contract Documents.
b. Completed work is necessary for installation of items or systems.
c. Conditions not in compliance with installation requirements.
d. Installation and inspection schedule.
e. Coordination between trades.
f. Space and access limitations.
g. Testing.
3. Architect will prepare meeting minutes and distribute minutes to Owner and Contractor within
three working days.
END OF SECTION
2008 CNA ELECTRICAL UPGRADES 7/2/2008 01 3100-2
ASB, SNOW RELIGHT, WALK LIGHTING PROJECT MANAGEMENT AND COORDINATION
SECTION 01 3200
CONSTRUCTION PROGRESS DOCUMENTATION
1.1 SCHEDULING OF WORK
A. Bar Chart Schedule:
1. Submit horizontal bar chart schedule before Preconstruction Conference. Provide separate time
bar for each construction activity listed on Owner's payment request form. Within each time bar,
show estimated completion percentage. Provide continuous vertical line to identify first working
day of each week. Show each activity in chronological sequence. Show graphically sequences
necessary for completion of related portions of The Work. As The Work progresses, place
contrasting mark in each bar to indicate actual completion.
2. Provide copies of schedule for Architect and Owner and post copy in field office.
3. Revise schedule monthly. Send copy of revised schedule to Owner and Architect and post copy
in field office.
END OF SECTION
2008 CNA ELECTRICAL UPGRADES 7/2/2008 01 3200- 1
ASB, SNOW RELIGHT, WALK LIGHTING CONSTRUCTION PROGRESS DOCUMENTATION
SECTION 01 3300
SUBMITTAL PROCEDURES
1.1 GENERAL
A. Coordinate preparation and processing of submittals with performance of construction activities.
Transmit each submittal sufficiently before performance of related construction activities to avoid
delay.
1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and
related activities that require sequential activity.
2. Coordinate transmittal of different types of submittals required for related elements of The Work
so processing will not be delayed by need to review submittals concurrently for coordination.
Architect reserves right to withhold action on a submittal requiring coordination with other
submittals until related submittals are received.
3. Allow sufficient review time so installation will not be delayed by time required to process
submittals, including time for resubmittals.
a. Allow 21 days for initial review. Allow additional time if processing must be delayed to allow
coordination with subsequent submittals. Architect will promptly advise Contractor when
submittal being processed must be delayed for coordination.
b. If an intermediate submittal is necessary, process same as initial submittal.
c. Allow 10 days for reprocessing each submittal.
d. No extension of Contract Time will be authorized because of failure to transmit submittals to
Architect in sufficient time before work is to be performed to allow processing.
4. Place permanent label or title block on each submittal for identification. Include name of entity
that prepared each submittal on label or title block.
a. Provide space approximately 4 by 5 inches on label or beside title block on Shop Drawings
to record Contractor's review and approval markings and action taken.
b. Include following information on label for processing and recording action taken:
1) Project name.
2) Date.
3) Name and address of Architect.
4) Name and address of Contractor.
5) Name and address of Subcontractor.
6) Name and address of supplier.
7) Name of manufacturer.
8) Number and title of appropriate Specification Section.
9) Drawing number and detail references, as appropriate.
5. Package each submittal appropriately for transmittal and handling. Transmit each submittal from
Contractor to Architect using transmittal letter. On transmittal, record relevant information and
requests for data. Include Contractor's certification that information complies with Contract
Document requirements, or, on form or separate sheet, record deviations from Contract
Document requirements, including minor variations and limitations.
6. Submittals received from sources other than Contractor or not marked with Contractor's approval
will be returned without action.
1.2 SUBMITTAL SCHEDULE
A. Furnish submittal schedule within 10 days after receipt of Notice to Proceed, listing items specified to
be furnished for review to Architect including product data, shop drawings, samples, and quality
assurance / control submittals.
1. Coordinate submittal schedule with Contractor's construction schedule.
2. Enclose the following information for each item:
a. Scheduled date for first submittal.
b. Related Section number.
c. Submittal category.
d. Name of Subcontractor.
2008 CNA ELECTRICAL UPGRADES 7/2/2008 01 3300 - 1
ASB, SNOW RELIGHT, WALK LIGHTING SUBMITTAL PROCEDURES
e. Description of part of the Work covered.
f. Scheduled date for resubmittal.
g. Scheduled date for Architect's final release or approval.
B. Print and distribute copies to Architect and Owner and post copy in field office. When revisions are
made, distribute to same parties and post in same location.
C. Revise schedule monthly. Send copy of revised schedule to Owner and Architect and post copy in
field office.
1.3 PRODUCT DATA
A. Submit Product Data, as required by individual Sections of Specifications.
B. Mark each copy of each set of submittals to show choices and options used on Project. Where printed
Product Data includes information on products that are not required for Project, mark copies to
indicate information relating to Project.
C. Certify that proposed product complies with requirements of Contract Documents. List any deviations
from those requirements on form or separate sheet.
D. Submit five copies of each required submittal unless otherwise required. Architect will return three
copies marked with action taken and with corrections or modifications required.
1.4 SHOP DRAWINGS
A. Submit newly prepared graphic data to accurate scale. Except for templates, patterns, and similar
full-size Drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches but no larger than 36
by 48 inches. Highlight, encircle, or otherwise show deviations from Contract Documents. Include
following information as a minimum:
1. Dimensions.
2. Identification of products and materials included.
3. Compliance with specified standards.
4. Notation of coordination requirements.
5. Notation of dimensions established by field measurement.
B. Do not reproduce Contract Documents or copy standard information as basis of Shop Drawings.
Standard printed information prepared without specific reference to Project is not acceptable as Shop
Drawings.
C. Review and designate (stamp) approval of shop drawings. Unless otherwise specified, submit to
Architect six copies of shop drawings required by Contract Documents. Shop drawings not required by
Contract Documents, but requested by Contractor or supplied by Subcontractor, need not be
submitted to Architect for review.
1.5 SAMPLES
A. Submit full-size, fully fabricated Samples cured and finished as specified and physically identical with
material or product proposed. Samples include partial sections of manufactured or fabricated
components, cuts or containers of materials, color range sets, and swatches showing color, texture,
and pattern.
1. Mount, display, or package Samples so as to ease review of qualities specified. Prepare Samples
to match samples provided by Architect, if applicable. Include following:
a. Generic description of Sample.
b. Sample source.
C. Product name or name of manufacturer.
2008 CNA ELECTRICAL UPGRADES 7/2/2008 01 3300-2
ASB, SNOW RELIGHT, WALK LIGHTING SUBMITTAL PROCEDURES
d. Compliance with recognized standards.
e. Availability and delivery time.
2. Submit Samples for review of kind, color, pattern, and texture, for final check of these
characteristics with other elements, and for a comparison of these characteristics between final
submittal and actual component as delivered and installed.
a. Where variations in color, pattern, texture or other characteristics are inherent in material or
product represented, submit set of three samples minimum that show approximate limits of
variations.
b. Refer to other specification Sections for requirements for Samples that illustrate
workmanship, fabrication techniques, details of assembly, connections, operation and similar
construction characteristics.
c. Refer to other Sections for Samples to be returned to Contractor for incorporation into The
Work. Such Samples shall be undamaged at time of use. On transmittal, indicate special
requests regarding disposition of Sample submittals.
3. Where Samples are for selection of color, pattern, texture, or similar characteristics from a range
of standard choices, submit full set of choices for material or product. Preliminary submittals will
be reviewed and returned with Architect's mark indicating selection and other action.
4. Except for Samples illustrating assembly details, workmanship, fabrication techniques,
connections, operation, and similar characteristics, submit three sets. One will be returned
marked with action taken.
5. Samples, as accepted and returned by Architect, will be used for quality comparisons throughout
course of construction.
a. Unless noncompliance with Contract Documents is observed, submittal may serve as final
submittal.
b. Sample sets may be used to obtain final acceptance of construction associated with each
set.
1.6 QUALITY ASSURANCE/ CONTROL
A. Quality Assurance / Control submittals are design data, test reports, certificates, manufacturer's
instructions, manufacturer's field reports, and other documentary data affirming quality of products and
installations. Submit five copies to Architect immediately upon receipt.
END OF SECTION
2008 CNA ELECTRICAL UPGRADES 7/2/2008 01 3300-3
ASB, SNOW RELIGHT, WALK LIGHTING SUBMITTAL PROCEDURES
SECTION 01 3500
SPECIAL PROCEDURES
1.1 ACCELERATION OF WORK
A. Complete The Work in accordance with Construction Schedule. If Contractor falls behind schedule,
take such actions as are necessary, at no additional expense to Owner, to bring progress of The Work
back in accordance with schedule.
B. Owner may request proposal for completion of The Work at date earlier than expiration of Contract
Time. Promptly provide requested proposal showing cost of such acceleration of The Work. Consult
with Owner and Architect regarding possible options to decrease cost of such acceleration. If Owner
determines to order acceleration of The Work, change in Contract Sum and Contract Time resulting
from acceleration will be included in a Change Order.
1.2 OWNER'S SAFETY REQUIREMENTS
A. Personal Protection:
1. Contractor shall ensure:
a. Positive means of fall protection, such as guardrails system, safety net system, personal fall
arrest system, etc, is provided to employees whenever exposed to a fall six feet or more
above a lower level.
b. Personnel working on Project shall wear hard hats and safety glasses as required by
regulation and hazard.
c. Personnel working on Project shall wear long or short sleeve shirts, long pants, and hard -
toed boots or other sturdy shoes appropriate to type and phase of work being performed.
B. Contractor Tools And Equipment:
1. Contractor shall ensure:
a. Tools and equipment are in good working condition, well maintained, and have necessary
guards in place.
b. Ground Fault Circuit Interrupters (GFCI) is utilized on power cords and tools.
c. Scaffolding and man lifts are in good working condition, erected and maintained as required
by governmental regulations.
d. Ladders are in good condition, well maintained, used as specified by Manufacturer, and
secured as required.
C. Miscellaneous:
1. Contractor shall ensure:
a. Protection is provided on protruding rebar and other similar objects.
b. General Contractor Superintendent has completed the OSHA 10 -hour construction outreach
training course or equivalent.
c. Implementation and administration of safety program on Project.
d. Material Safety Data Sheets (MSDS) are provided for substances or materials for which an
MSDS is required by governmental regulations before bringing on site.
e. Consistent safety training is provided to employees on Project.
2. Report accidents involving injury to employees on Project that require off-site medical treatment
to Owner's designated representative.
1.3 ENVIRONMENTAL PROCEDURES
A. Asbestos:
1. For demolition activities where allowable Asbestos Containing Material (ACM) is to be left in
place, or where Contractor is allowed to remove Category I Non -friable ACM, following
requirements apply:
2008 CNA ELECTRICAL UPGRADES 7/2/2008 01 3500-1
ASB, SNOW RELIGHT, WALK LIGHTING SPECIAL PROCEDURES
a. Prepare and submit notifications and permit applications required by law or by Owner.
b. Comply with regulations found in 40 Code of Federal Regulations, Part 61 - National
Emission Standards for Hazardous Air Pollutants, Subpart M - National Emission Standard
for Asbestos, paragraph 61.145 - Standard for demolition and renovation.
c. Comply with local and State regulations regarding asbestos removal and demolition of
structures.
d. Comply with regulations found in 29 CFR 1926.1101 - OSHA Asbestos Standard for
Construction. j
1) Conduct required exposure assessments and monitoring. II
2) Ensure that a 'Competent Person' supervises abatement work.
3) Provide required employer information, training, and personal protective equipment. j
4) Demolition activities involving non -friable ACM is considered 'Unclassified Asbestos
Work.' However, be responsible for using wet methods and controlling emissions that
may contain ACM fibers, if necessary.
END OF SECTION
2008 CNA ELECTRICAL UPGRADES 7/2/2008 013500-2
ASB, SNOW RELIGHT, WALK LIGHTING SPECIAL PROCEDURES
SECTION 01 4100
REGULATORY REQUIREMENTS
1.1 ASBESTOS
A. Contract Documents for this Project have been prepared in accordance with generally accepted
professional architectural and engineering practices. Accordingly, no asbestos or products containing
asbestos have been knowingly specified for this Project. Notify Architect immediately for instructions if
materials containing asbestos are brought to site for inclusion in the Work.
B. At Architect's direction and with Owner's approval, a certified asbestos inspector will collect samples and
an independent testing laboratory will perform testing procedures on suspect materials.
C. Certify that based upon best knowledge, information, inspection, and belief no building materials
containing asbestos were used in construction of Project. Submit certification on form provided by Owner.
END OF SECTION
2008 CNA ELECTRICAL UPGRADES 7/2/2008 01 4100-1
ASB, SNOW RELIGHT, WALK LIGHTING REGULATORY REQUIREMENTS
SECTION 01 4200
REFERENCES
1.1 REFERENCE STANDARDS
A. Industry Standards:
1. Except where Contract Documents specify otherwise, construction industry standards will apply and
are made a part of Contract Documents by reference.
2. Where compliance with two or more standards is specified and standards apparently establish
different or conflicting requirements for minimum quantities or quality levels, refer to Architect for
decision before proceeding. Quantity or quality level shown or specified will be minimum provided or
performed. Actual installation may comply exactly with minimum quantity or quality specified, or it
may exceed minimum within reasonable limits. In complying with these requirements, indicated
numeric values are minimum or maximum, as appropriate for context of requirements. Refer
uncertainties to Architect for decision before proceeding.
3. Each entity engaged in construction on Project is required to be familiar with industry standards
applicable to that entity's construction activity. Copies of applicable standards are not bound with
Contract Documents. Where copies of standards are needed for performance of a required
construction activity, Contractor will obtain copies directly from publication source.
4. Trade Association names and titles of general standards are frequently abbreviated. The following
acronyms or abbreviations, as referenced in Contract Documents, are defined to mean association
names. Names and addresses are subject to change and are believed to be, but are not assured to
be, accurate and up to date as of date of Contract Documents.
2008 CNA ELECTRICAL UPGRADES 7/2/2008 014200-1
ASB, SNOW RELIGHT, WALK LIGHTING REFERENCES
AABC
Associated Air Balance
Washington
DC
(202) 737-0202
www.aabchq.com
Council
AAMA
American Architectural Man-
Schaumburg
IL
(847)303-5859—
www.aamanet.org
ufacturers Assoc
AASHTO
American Assoc of State
Washington
DC
(202) 624-5800
v.aashto.org
Highway & Transportation
Officials
ACI
American Concrete Inst In-
Farmington
MI
(248) 848-3700
www.aci-int.org
ternational
Hills
AGA
American Gas Assoc
Washington
DC
202 824-7000
www.aga.org
AIA
American Inst of Architects
Washington
DC
202 626-7300
www.aiaonline.com
AISC
American Inst of Steel Con-
Chicago
IL
(312) 670-2400
www.aisc.org
struction
AISI
American Iron & Steel Inst
Washington
DC
202 452-7100
www.steel.or
AITC
American Inst of Timber
Englewood
CO
(303) 792-0669
Construction
AMCA
Air Movement & Control As-
Arlington
IL
(847) 394-0150
www.amca.org
soc International
Hei hts
ANSI
American National Stan-
New York
NY
(212) 642-4900
www.ansi.org
dards Inst
APA
Engine red Wood Assoc
Tacoma
WA
253 565-6600
www.a awood.or
API
American Petroleum Inst
Washin ton
DC
202 682-8000
www.api.org
ARI
Air Conditioning & Refrigera-
Arlington
VA
(703) 524-8800
www.ari.org
tion Inst
ASHRAE
American Society of Heating,
Atlanta
GA
(404) 636-8400
www.ashrae.org
Refrigerating, & Air -
Conditioning Engineers
ASME
American Society of Me-
New York
NY
(800) 843-2763
www.asme.org
chanical Engineers Interna-
tional
ASTM
American Society Tor Testing
West Consho-
PA
(610) 832-9585
www.astm.org
& Materials
hocken
2008 CNA ELECTRICAL UPGRADES 7/2/2008 014200-1
ASB, SNOW RELIGHT, WALK LIGHTING REFERENCES
AWI
Architectural Woodwork Inst
Reston
VA
703 733-0600
www.awinet.or
AWPA
American Wood Preservers'
Assoc
Granbury
TX
(817) 326-6300
www.awpa.com
AWS
American Welding Society
Miami
FL
800 443-9353
www.amweld.or
AWWA
American Water Works As-
soc
Denver
CO
(303) 794-7711
www.awwa.org
BHMA
Builders Hardware Manufac-
turers Assoc
New York
NY
(212) 297-2100
www.buildershardware.co
m
BIA
Brick Industry Assoc
Reston
VA
703 620-0010
www.bia.or
CFI
International Certified Floor-
covering Installers Assoc
Kansas City
MO
(816) 231-4646
www.cfi-installers.org
CRI
Carpet & Rug Inst
Dalton
GA
800 882-8846
www.carpet-rug.com
CRSI
Concrete Reinforcing Steel
Inst
Schaumburg
IL
(847) 517-1200
www.crsi.org
CISPI
Cast Iron Soil Pipe Inst
Chattanooga
TN
423 892-0137
DHI
Door & Hardware Inst
Chantilly
VA
703 222-2010
www.dhi.or
EIMA
EIFS Industry Members As-
soc
Morrow
GA
(800) 294-3462
www.elfsfacts.com
FM
FM Global
Johnston
RI
www.fm global.com
GA
Gypsum Assoc
Washington
DC
202 289-5440
www.gypsum.org
HPVA
Hardwood Plywood & Ve-
neer Assoc
Reston
VA
(703) 435-2900
www.hpva.org
ICBO
International Conference of
Building Officials
Whittier
CA
(800) 423-6587
www.icbo.org
ISSA
International Slurry Surfac-
ing Assoc
Washington
DC
(202) 857-1160
www.slurry.org
LPI
Lightning Protection Inst
Arlington
Heights
IL
(800) 488-6864
www.lightning.org
MFMA
Maple Flooring Manufactur-
ers' Assoc
Northbrook
IL
(847) 480-9138
www.maplefloor.org
MSS
Manufacturer's Standardiza-
tion Society of The Valve
and Fittings Industry
Vienna
VA
(703) 281-6613
www.mss-hq.com
NAAMM
National Assoc of Architec-
tural Metal Manufacturers
Chicago
IL
(312) 332-0405
www.naamm.org
NEC
National Electric Code
from NFPA .
NEMA
National Electrical Manufac-
turer's Assoc
Rosslyn
VA
(703) 841-3200
www.nema.org
NFPA
National Fire Protection As-
soc
Quincy
MA
(800) 344-3555
www.nfpa.org
NFRC
National Fenestration Rating
Council
Silver Spring
MD
(301) 589-6372
www.nfrc.org
NSF
NSF International
Ann Arbor
MI
734 769-8010
www.nsf.or
PCA
Portland Cement Assoc
Skokie
IL
847 966-6200
www. ortcement.or
PCI
Precast / Prestressed Con-
crete Inst
Chicago
IL
(312) 786-0300
www.pci.org
PEI
Porcelain Enamel Inst
Nashville
TN
615 385-5357
www.pocelainenamel.com
SDI
Steel Deck Inst
Fox River
Grove
IL
(847) 462-1930
www.sdi.org
SDI
Steel Door Inst
Cleveland
OH
440 899-0010
www.steeldoor.or
SIGMA
Sealed Insulating Glass
Manufacturer's Assoc
Chicago
IL
(312) 644-6610
SJI
Steel Joist Inst
Myrtle Beach
SC
843 626-1995
www.steelioist.or
SMACNA
Sheet Metal & Air Condition-
ing Contractors National As-
soc
Chantilly
VA
(703) 803-2980
www.smacna.org
SPIB
Southern Pine Inspection
Bureau
Pensacola
FL
(850) 434-2611
2008 CNA ELECTRICAL UPGRADES 7/2/2008 014200-2
ASB, SNOW RELIGHT, WALK LIGHTING REFERENCES
SSMA
Steel Stud Manufacturer's
Assoc
Chicago
IL (312) 332-0405
www.ssma.com
TCA
Tile Council of America
Anderson
SC 864 646.8453
www.tileusa.com
TPI
Truss Plate Inst
Madison
WI 608 833-5900
Washington
UL
Underwriters Laboratories
Northbrook
IL 847 272-8800
www.ul.com
WDMA
Window and Door Manufac-
turer's Assoc
Des Plaines
IA (847) 299-5200
www.nwwda.org
WWPA
Western Wood Products
Assoc
Portland
OR (503) 224-3930
www.wwpa.org
B. Federal Government Agencies:
1. Names and titles of federal government standard or specification producing agencies are often
abbreviated. Following acronyms or abbreviations referenced in Contract Documents represent
names of standard or specification producing agencies of federal government. Names and addresses
are subject to change but are believed to be, but are not assured to be, accurate and up to date as of
date of Contract Documents.
C. Governing Regulations/ Authorities:
1. Contact authorities having jurisdiction directly for information and decisions having a bearing on the
Work.
2. Obtain copies of regulations required to be retained at Project Site, available for reference by parties
who have a reasonable need for such reference.
END OF SECTION
2008 CNA ELECTRICAL UPGRADES 7/2/2008 014200-3
ASB, SNOW RELIGHT, WALK LIGHTING REFERENCES
Commercial Standard (U S
Washington
DC
(202) 512-0000
www.doc.gov
Department of Commerce
ECS
EPA
Environmental Protection
Washington
DC
(202) 260-2090
www.epa.gov
Agency
FCC
Federal Communications
Washington
DC
(202) 418-0126
www.fcc.gov
Commission
FS
Federal Specifications Unit
Washington
DC
(202) 619-8925
www.gsa.gov
Available from GSA
MIL
Military Standardization
Philadelphia
PA
(215) 697-2179
www.dod.gov
Documents (U S Department
of Defense
OSHA
Occupational Safety 8
Washington
DC
202) 219-8148
www,osha.gov
Health Administration (U S
De artment of Labor
PS
Product Standard of NBS (U
Washington
DC
(202) 512-1800
www.doc.gov
S Department of Commerce
C. Governing Regulations/ Authorities:
1. Contact authorities having jurisdiction directly for information and decisions having a bearing on the
Work.
2. Obtain copies of regulations required to be retained at Project Site, available for reference by parties
who have a reasonable need for such reference.
END OF SECTION
2008 CNA ELECTRICAL UPGRADES 7/2/2008 014200-3
ASB, SNOW RELIGHT, WALK LIGHTING REFERENCES
SECTION 01 4300
QUALITY ASSURANCE: GENERAL
1.1 INSTALLER QUALIFICATIONS
A. Where heading 'Acceptable Installers' is used to identify list of specified installers, use only one of listed
installers. No others will be acceptable.
END OF SECTION
2008 CNA ELECTRICAL UPGRADES 7/2/2008 014300-1
ASB, SNOW RELIGHT, WALK LIGHTING QUALITY ASSURANCE: GENERAL
SECTION 014500
QUALITY CONTROL
1.1 FIELD QUALITY CONTROL PROCEDURES
A. Inspection and testing by Owner, Architect, Contractor, their consultants or government agencies to
examine Work performed by Contractor does not relieve Contractor of responsibility for compliance with
Contract Documents.
Quality control services include inspections, tests and related actions including reports, performed by
Contractor. They do not include inspections, tests or related actions performed by Architect, Owner,
governing authorities or independent agencies hired by Owner or Architect.
1. Contractor and each agency engaged to do inspections, tests, and similar services will coordinate
sequence of activities to accommodate required services with minimum of delay. In addition,
Contractor and each agency will coordinate activities to avoid necessity of removing and replacing
construction to accommodate inspections and tests. Contractor is responsible for scheduling times for
inspections, tests, taking samples, and similar activities.
2. Provide inspections, tests, and similar quality control services specified in individual specification
Sections or required by governing authorities.
3. Where results of inspections, tests, or similar services show that the Work does not comply with
Contract Document requirements, correct the deficiencies in the Work.
4. Cooperate with agencies performing required inspections, tests, and similar services and provide
reasonable auxiliary services as requested. Notify agency sufficiently before operations to allow
assignment of personnel. Auxiliary services required include but are not limited to -
a. Providing access to the Work and furnishing incidental labor and facilities necessary to facilitate
inspections and tests.
b. Taking adequate quantities of representative samples of materials that require testing or helping
agency in taking samples.
c. Providing facilities for storage and curing of test samples, and delivery of samples to testing
laboratories.
d. Providing agency with preliminary design mix proposed for use for materials mixes that require
control by testing agency.
e. Securing and protecting samples and test equipment at Project site.
C. Upon completion of inspection, testing, sample -taking, and similar services, repair damaged construction
and restore substrates and finishes to eliminate deficiencies, including deficiencies in visual qualities of
exposed finishes. Comply with Contract Documents in making such repairs.
D. Protect construction exposed by or for quality control service activities, and protect repaired construction.
E. Repair and protection is Contractor's responsibility, regardless of who caused the inspection, testing, or
similar services.
1.2 TESTING AND INSPECTING SERVICES
A. Engage inspection and testing service agencies, including independent testing laboratories, only with
written approval of Architect. Each independent inspection and testing agency engaged on Project will be
licensed and authorized to operate in the jurisdiction in which Project is located.
B. Duties of Testing Agency:
1. Independent testing agency engaged to perform inspections, sampling, and testing of materials and
construction specified in individual specification Sections will cooperate with Architect and Contractor
in performance of its duties and will provide qualified personnel to perform required inspections and
tests.
2. Agency will notify Architect and Contractor promptly of irregularities or deficiencies observed in the
Work during performance of its services.
2008 CNA ELECTRICAL UPGRADES 7/2/2008 01 4500-1
ASB, SNOW RELIGHT, WALK LIGHTING QUALITY CONTROL
3. Agency is not authorized to release, revoke, alter, or enlarge requirements of Contract Documents, or
approve or accept any portion of the Work.
4. Agency will not perform any duties of Contractor.
C. Submittals:
1. Independent testing agency will submit certified written report of each inspection, test, or similar
service, to Architect, in duplicate, unless Contractor is responsible for service. If Contractor is
responsible for service, submit certified written report of each inspection, test, or similar service
through Contractor, in duplicate.
a. Submit additional copies of each written report directly to governing authority, when authority so
directs.
b. Written reports of each inspection, test, or similar service will include, but not be limited to:
1) Date of issue.
2) Project title and number.
3) Name, address and telephone number of testing agency.
4) Dates and locations of samples and tests or inspections.
5) Names of individuals making the inspection or test.
6) Designation of the Work and test method.
7) Identification of product and specification Section.
8) Complete inspection or test data.
9) Test results and interpretations of test results.
10) Ambient conditions at time of sample -taking and testing.
11) Comments or professional opinion as to whether inspected or tested Work complies with
Contract Document requirements.
12) Name and signature of laboratory inspector.
13) Recommendations on retesting.
END OF SECTION
2008 CNA ELECTRICAL UPGRADES 7/2/2008 014500-2
o,SB, SNOW RELIGHT, WALK LIGHTING QUALITY CONTROL
SECTION 01 5100
TEMPORARY UTILITIES
1.1 ADMINISTRATIVE REQUIREMENTS
A. Where necessary, coordinate with BYU-Idaho to install temporary service or connect to existing
service. Provide service with matching, compatible materials and equipment as existing. Comply with
BYU-Idaho's recommendations.
1. Comply with industry standards and applicable laws and regulations of authorities having
jurisdiction.
2. Arrange for authorities having jurisdiction to inspect and test each temporary utility before use.
Obtain required certifications and permits.
3. Arrange with BYU-Idaho and existing users for time when service can be interrupted, where
necessary, to make connections for temporary services.
4. Provide adequate capacity at each stage of construction. Before temporary utility availability,
provide trucked -in services.
5. Obtain construction easements necessary to bring temporary and/or permanent utilities to site.
6. Use qualified personnel for installation and maintenance of temporary facilities. Locate facilities
where they will serve Project adequately and result in minimum interference with the Work of
Owner or other Contractors on Project Site. Relocate and modify facilities as required.
7. Pay cost and use charges for temporary facilities and utilities.
B. Prepare schedule indicating dates for implementation and termination of each temporary utility. At
earliest feasible time and when acceptable to Owner, change over from use of temporary service to
use of permanent service.
C. Keep temporary utilities clean and neat in appearance. Operate in safe and efficient manner. Take
necessary fire prevention measures. Do not overload facilities, or allow them to interfere with progress
of The Work. Do not allow hazardous, dangerous or unsanitary conditions, or public nuisances to
develop or persist on Project site.
D. Limit availability of temporary utilities to essential and intended uses to reduce waste and abuse.
E. Maintain utilities in good operating condition until removal. Protect from damage by freezing
temperatures and similar elements.
1. Maintain operation of temporary enclosures, heating, cooling, humidity control, ventilation, and
similar facilities on a 24-hour day basis where required to achieve indicated results and to avoid
possibility of damage.
2. Prevent water filled piping from freezing. Maintain markers for underground lines. Protect from
damage during excavation operations.
Remove each temporary utility and control when need has ended, or when replaced by authorized use
of permanent utility, or by Substantial Completion. Complete permanent construction that may have
been delayed because of interference with temporary utility. Repair damaged work, clean exposed
surfaces, and replace construction that cannot be satisfactorily repaired.
1. Materials and facilities that make up temporary utilities are property of Contractor.
2. By Substantial Completion, clean and renovate permanent utilities used during construction
period, including but not limited to:
a. Replace air filters and clean inside of ductwork and housings.
b. Replace significantly worn parts and parts subjected to unusual operating conditions.
C. Replace lamps that are burned out or noticeably dimmed by substantial hours of use.
1.2 TEMPORARY ELECTRIC POWER
A. Provide weatherproof, grounded electric power service and distribution system of sufficient size,
capacity, and power characteristics during construction period.
2008 CNA ELECTRICAL UPGRADES 7/2/2008 01 5100-1
ASB, SNOW RELIGHT, WALK LIGHTING TEMPORARY UTILITIES
1.3 TEMPORARY FIRE PROTECTION
A. Install and maintain temporary fire protection facilities of types needed to protect against predictable
and controllable fire losses. At a minimum, provide and maintain in working order two Standard UL
Labeled ABC all-purpose 10 Ib fire extinguishers. Do not incorporate these extinguishers into final
Project.
1. Locate fire extinguishers where convenient and effective for their intended purpose, but not less
than one extinguisher per construction area.
2. Store combustible materials in containers in fire -safe locations.
3. Maintain unobstructed access to fire extinguishers, fire hydrants, temporary fire protection
facilities, stairways, and other access routes for fighting fires.
4. Provide supervision of welding operations, combustion type temporary heating units, and similar
sources of fire ignition.
5. At earliest feasible date in each area of Project, complete installation of permanent fire protection
facility, including connected services, and place into operation and use. Instruct key personnel on
use of facilities.
1.4 TEMPORARY LIGHTING
A. Install and operate temporary lighting that will provide adequate illumination for construction
operations and traffic conditions.
1.5 TEMPORARY TELEPHONES
A. Provide temporary telephone service for all personnel engaged in construction activities, throughout
construction period.
B. Contractor will pay for Local calls. Party making call will pay for long-distance and toll calls.
END OF SECTION
!008 CNA ELECTRICAL UPGRADES 7/2/2008 01 5100-2
kSB, SNOW RELIGHT, WALK LIGHTING TEMPORARY UTILITIES
SECTION 01 5400
CONSTRUCTION AIDS
1.1 SCAFFOLDING, PLATFORMS, STAIRS, ETC
A. Furnish and maintain equipment such as temporary stairs, ladders, ramps, platforms, scaffolds, hoists,
runways, derricks, chutes and elevators as required for proper execution of The Work.
B. Apparatus, equipment, and construction will meet requirements of applicable laws and safety
regulations.
END OF SECTION
2008 CNA ELECTRICAL UPGRADES 7/2/2008 015400-1
ASB, SNOW RELIGHT, WALK LIGHTING CONSTRUCTION AIDS
SECTION 01 5500
VEHICULAR ACCESS AND PARKING
1.1 TEMPORARY PARKING AREAS
A. General: Referenced parking stalls will be marked by Owner as "Temporary Construction Parking."
B. Auxiliary Services Building: Do no block loading dock. Area directly adjacent to north of construction
area will be utilized as parking and staging.
C. Snow Building: Parking stalls directly west of the building may be used for staging and parking.
1.2 STAGING AREAS
A. Auxiliary Services Building: Do no block loading dock. Area directly adjacent to north of construction
area will be utilized as parking and staging.
B. Snow Building: Parking stalls directly west of the building may be used for staging and parking.
END OF SECTION
2008 CNA ELECTRICAL UPGRADES 7/2/2008 01 5500- 1
ASB, SNOW RELIGHT, WALK LIGHTING VEHICULAR ACCESS AND PARKING
SECTION 01 5600
TEMPORARY BARRIERS AND ENCLOSURES
1.1 GENERAL
A. Protection Of Existing Improvements: Protect streets, private roads, and sidewalks, including overhead
protection where required. Repair damage to existing improvements caused by construction activities.
B. Protection Of Adjacent Property: Provide necessary protection for adjacent property and lateral
support thereof.
1.2 TEMPORARY NOISE BARRIERS
A. Restrict severe noise generating activities (i.e. hammer drilling, etc.) to times when classes are not
being held.
1.3 TEMPORARY BARRICADES
A. Comply with standards and code requirements in erecting barricades, warning signs, and lights.
B. Take necessary precautions to protect persons, including members of the public, from injury or harm.
1.4 TEMPORARY SECURITY BARRIERS
A. Install temporary enclosures of partially completed areas of construction. Provide locking entrances to
prevent unauthorized entrance, vandalism, theft, and other violations of security.
B. Secure materials and equipment stored on site.
C. Maintain work area security until Substantial Completion
D. Secure work area at the end of each work day.
END OF SECTION
2008 CNA ELECTRICAL UPGRADES 7/2/2008 01 5600-1
ASB, SNOW RELIGHT, WALK LIGHTING TEMPORARY BARRIERS AND ENCLOSURES
SECTION 01 5700
TEMPORARY CONTROLS
1.1 TEMPORARY ENVIRONMENTAL CONTROLS
A. Provide protection, operate temporary facilities, and conduct construction in ways and by methods that
comply with environmental regulations, and reduce possibility that air, waterways, and subsoil might
be contaminated or polluted, or that other undesirable effects might result. Avoid use of tools and
equipment that produce harmful noise. Restrict use of noise making tools and equipment to hours that
will minimize complaints from persons or firms near site.
B. Provide protection against weather (rain, winds, storms, frost, or heat) to maintain all work, materials,
apparatus, and fixtures free from injury or damage.
C. Protect excavation, trenches, and building from damage from rain water, spring water, ground water,
backing up of drains or sewers, and all other water. Filter out excessive amounts of soil, construction
debris, chemicals, oils and similar contaminants that might clog sewers or pollute waterways before
discharge.
END OF SECTION
2008 CNA ELECTRICAL UPGRADES 7/2/2008 01 5700-1
436, SNOW RELIGHT, WALK LIGHTING TEMPORARY CONTROLS
SECTION 01 5800
PROJECT IDENTIFICATION
1.1 TEMPORARY PROJECT SIGNAGE
A. No signs or advertisements are allowed on building site or campus.
B. Owner reserves right to remove and/or take possession of any Project identification sign.
END OF SECTION
2008 CNA ELECTRICAL UPGRADES 7/2/2008 015800-1
ASB, SNOW RELIGHT, WALK LIGHTING PROJECT IDENTIFICATION
SECTION 01 6100
COMMON PRODUCT REQUIREMENTS
1.1 SUMMARY
A. Provide products that comply with Contract Documents, that are undamaged, and, unless otherwise
indicated, new and unused at time of installation. Provide products complete with accessories, trim,
finish, safety guards, and other devices and details needed for complete installation and for intended
use and effect.
B. Except for required labels and operating data, do not attach or imprint manufacturer's or producer's
nameplates or trademarks on surfaces of products that will be exposed to view in occupied spaces or
on building exterior.
1. Locate required product labels and stamps on concealed surface or, where required for
observation after installation, on accessible surface that is not conspicuous.
2. Provide permanent nameplates on items of service -connected or power -operated equipment.
Locate on easily accessible surface that is inconspicuous in occupied spaces. Nameplate will
contain following information and other essential operating data:
a. Name of product and manufacturer.
b. Model and serial number.
c. Capacity.
d. Speed.
e. Ratings.
C. Where specifications describe a product or assembly by specifying exact characteristics required, with
or without use of brand or trade name, provide product or assembly that provides specified
characteristics and otherwise complies with Contract requirements.
D. Where Specifications require compliance with performance requirements, provide products that
comply with these requirements and are recommended by manufacturer for application described.
General overall performance of product is implied where product is specified for specific application.
Manufacturer's recommendations may be contained in published product literature, or by
manufacturer's certification of performance.
E. Where specifications only require compliance with an imposed code, standard, or regulation, select
Product that complies with standards, codes or regulations specified.
F. Where Specifications require matching an established Sample, Architect's decision will be final on
whether proposed product matches satisfactorily. Where no product available within specified category
matches satisfactorily nor complies with other specified requirements, refer to Architect.
G. Where specified product requirements include phrase ' ... as selected from manufacturer's standard
colors, patterns, textures ... ' or similar phrase, select product and manufacturer that comply with
other specified requirements. Architect will select color, pattern, and texture from product line
selected.
END OF SECTION
008 CNA ELECTRICAL UPGRADES 7/2/2008 016100-1
SB, SNOW RELIGHT, WALK LIGHTING COMMON PRODUCT REQUIREMENTS
SECTION 01 6200
PRODUCT OPTIONS
1.1 SUMMARY
A. When option of selecting between two or more products is given, product selected will be compatible
with products previously selected, even if previously selected products were also options.
B. Non -conforming work as covered in General Conditions applies, but is not limited, to use of non-
specified products or manufacturers.
C. Product selection is governed by Contract Documents and governing regulations, not by previous
Project experience. Procedures governing product selection include:
1. Substitutions And Equal Products:
a. Generally speaking, substitutions for specified products and systems, as defined in the
Uniform Commercial Code, are not acceptable. However, equal products may be approved
upon compliance with Contract Document requirements.
b. Approved Products / Manufacturers / Suppliers / Installers:
1) Category One:
a) Owner has established 'Value Managed Relationships' that extend beyond
requirements of this Project. No substitutions or equal products will be allowed on
this Project.
b) Follow specified procedures to preserve relationships between Owner and
specified manufacturers / suppliers and advantages that accrue to Owner from
those relationships.
2) Category Two:
a) Owner has established National Contracts that contain provisions extending
beyond requirements of this Project. No substitutions or equal products will be
allowed on this Project.
b) Follow specified procedures to preserve relationships between Owner and
specified manufacturers / suppliers and advantages that accrue to Owner from
those relationships.
3) Category Three:
a) Specified products are provided to Church Projects under a National Account
Program. Use these products to preserve advantages that accrue to Owner from
those programs. No substitutions or equal products will be allowed on this Project.
4) Category Four:
a) Provide only specified products available from manufacturers listed. No
substitutions, private -labeled, or equal products, or mixing of manufacturers'
products is allowed on this Project.
b) In Sections where lists recapitulating Manufacturers previously mentioned in
Section are included under heading 'Manufacturers' or'Approved Manufacturers',
this is intended as a convenience to Contractor as a listing of contact information
only. It is not intended that all manufacturers in list may provide products where
specific products and manufacturers are listed elsewhere in Section.
c. Acceptable Products / Manufacturers / Suppliers / Installers:
1) Type One: Use specified products/ manufacturers unless approval to use other
products / manufacturers has been obtained from Architect by Addendum.
2) Type Two: Use specified products / manufacturers unless approval to use other
products and manufacturers has been obtained from Architect in writing before
installing or applying unlisted or private -labeled products.
3) Use 'Equal Product Approval Request Form' to request approval of equal products,
manufacturers, or suppliers before bidding or before installation, as noted in individual
Sections.
d. Quality / Performance Standard Products / Manufacturers:
1) Class One: Use specified product / manufacturer or equal product from specified
manufacturers only.
2008 CNA ELECTRICAL UPGRADES 7/2/2008 01 6200-1
ASB, SNOW RELIGHT, WALK LIGHTING PRODUCT OPTIONS
2) Class Two: Use specified product/ manufacturer or equal product from any
manufacturer.
3) Products / manufacturers used shall conform to Contract Document requirements.
END OF SECTION
008 CNA ELECTRICAL UPGRADES 7/2/2008 01 6200-2
Z13, SNOW RELIGHT, WALK LIGHTING PRODUCT OPTIONS
SECTION 01 6400
OWNER - FURNISHED PRODUCTS
1.1 SUMMARY
A. Install items furnished by Owner or receive and store in safe condition items purchased directly by
Owner according to requirements of Contract Documents.
1. Refer to Drawings
1.2 ADMINISTRATIVE REQUIREMENTS
A. General:
1. Review Drawings listing Owner -furnished products to be delivered for Project.
a. Review and coordinate delivery dates and vendor lead times for each item with construction
schedule. Immediately report recommended changes to Owner.
b. Report problems in coordinating delivery dates with construction schedule to Architect.
2. Receive and unload Owner -furnished materials and products.
a. Provide labor and equipment necessary to receive, unload, and store materials and
products.
b. Verify that number of packages received matches number listed on bill of lading.
c. Check for external damage.
d. Note discrepancies between pieces received and pieces listed on bill of lading as well as
instances of visible damage on bill of lading before signing. Include Project Name and
Project Number on bill of lading
e. Store and protect deliveries. Report deliveries made outside of delivery schedule to Owner.
3. Within 24 hours of delivery:
a. Open and inspect each piece of freight delivered. Note concealed damage not observed at
time of delivery.
b. Deliver bills of lading on which loss or damage is recorded, or copy, to Owner together with
report of concealed damage and discrepancies.
c. Notify Owner immediately of damage and discrepancies.
4. As directed by Owner, either repair or replace shortages and damaged items not recorded and
reported as specified above at no additional cost to Owner.
END OF SECTION
2008 CNA ELECTRICAL UPGRADES 7/2/2008 016400-1
ASB, SNOW RELIGHT, WALK LIGHTING OWNER -FURNISHED PRODUCTS
SECTION 01 6500
PRODUCT DELIVERY, STORAGE, AND HANDLING REQUIREMENTS
1.1 SUMMARY
A. Deliver, store, and handle products according to manufacturer's recommendations, using means and
methods that will prevent damage, deterioration, and loss, including theft.
1.2 DELIVERY
A. Schedule delivery to reduce long-term storage at site and to prevent overcrowding of construction
spaces.
B. Coordinate delivery with installation time to ensure minimum holding time for items that are flammable,
hazardous, easily damaged, or sensitive to deterioration, theft, and other losses.
C. Deliver products to site in manufacturer's original sealed container or other packaging system,
complete with labels and instructions for handling, storing, unpacking, protecting, and installing.
D. Inspect products upon delivery to ensure compliance with Contract Documents, and to ensure that
products are undamaged and properly protected.
1.3 STORAGE
A. Store products at site in manner that will simplify inspection and measurement of quantity or counting
of units.
B. Store heavy materials away from Project structure so supporting construction will not be endangered.
C. Store products subject to damage by elements above ground, under cover in weathertight enclosure,
with ventilation adequate to prevent condensation. Maintain temperature and humidity within range
required by manufacturer's instructions.
END OF SECTION
008 CNA ELECTRICAL UPGRADES 7/2/2008 01 6500-1
SB, SNOW RELIGHT, WALK LIGHTING DELIVERY, STORAGE, AND HANDLING REQUIREMENTS
SECTION 01 7300
EXECUTION
1.1 COMMON DEMOLITION REQUIREMENTS
A. Before beginning work on Project, inspect areas in which work will be performed.
1. Photograph or video tape existing conditions, including surrounding property if necessary, which
could be misconstrued as damage resulting from selective demolition.
2. File copies of photographs I video tapes with Architect before beginning demolition work.
B. Scheduling:
1. Include on Construction Schedule specified in Section 01 3200 detailed sequence of individual
demolition operations.
2. Coordinate with Owner for equipment and materials to be removed by Owner.
C. Provide interior and exterior shoring, bracing, or support to prevent movement, settlement, or collapse
of structures to be demolished and adjacent facilities to remain. Cease demolition operations and
notify Architect immediately if safety of structure appears to be endangered. Do not resume demolition
operations until safety is restored.
D. Cover and protect furniture, equipment, and fixtures from soiling and damage when demolition work is
performed in rooms and areas from which such items have not been removed.
1.2 COMMON INSTALLATION PROVISIONS
A. Manufacturer's Instructions: Comply with Manufacturer's installation instructions and recommendations
to extent that those instructions and recommendations are more explicit or stringent than requirements
contained in Contract Documents. Notify Architect of conflicts between Manufacturer0s installation
instructions and Contract Document requirements.
B. Provide attachment and connection devices and methods necessary for securing Work. Secure work
true to line and level. Anchor each product securely in place, accurately located, and aligned with
other Work. Allow for expansion and building movement.
C. Visual Effects: Provide uniform joint widths in exposed work. Arrange joints in exposed work to obtain
best visual effect. Refer questionable choices to Architect for final decision.
D. Install each component during weather conditions and Project status that will ensure best possible
results. Isolate each part of completed construction from incompatible material as necessary to
prevent deterioration.
E. Coordinate temporary enclosures with required inspections and tests, to reduce necessity of
uncovering completed construction for that purpose.
F. Mounting Heights: Where mounting heights are not shown, install individual components at standard
mounting heights recognized within the industry or local codes for that application. Refer questionable
mounting height decisions to Architect for final decision.
END OF SECTION
2008 CNA ELECTRICAL UPGRADES 7/2/2008 01 7300-1
ASB, SNOW RELIGHT, WALK LIGHTING EXECUTION
SECTION 01 7400
CLEANING AND WASTE MANAGEMENT
1.1 PROGRESS CLEANING
A. Comply with regulations of authorities having jurisdiction and safety standards for cleaning.
B. Keep premises broom clean during progress of the Work.
C. Keep site and adjoining streets reasonably clean. If necessary, sprinkle rubbish and debris with water
to suppress dust.
D. During handling and installation, protect construction in progress and adjoining materials in place.
Apply protective covering where required to ensure protection from soiling, damage, or deterioration
until Substantial Completion.
E. Clean and maintain completed construction as frequently as necessary throughout construction
period. Adjust and lubricate operable components to ensure ability to operate without damaging
effects.
F. Supervise construction activities to ensure that no part of construction, completed or in progress, is
subject to harmful, dangerous, damaging, or otherwise deleterious exposure during construction
period.
G. Before and during application of painting materials, clear area where such work is in progress of
debris, rubbish, and building materials that may cause dust. Sweep floors and vacuum as required and
take all possible steps to keep area dust free.
H. Clean exposed surfaces and protect as necessary to avoid damage and deterioration.
I. Place extra materials of value remaining after completion of associated work have become Owner's
property as directed by Owner or Architect.
J. Construction Waste Management And Disposal:
1. Remove waste materials and rubbish caused by employees. Subcontractors, and contractors
under separate contract with Owner and dispose of legally. Remove unsuitable or damaged
materials and debris from building and from property.
a. Provide adequate waste receptacles and dispose of materials when full.
b. Properly store volatile waste and remove daily.
c. Do not deposit waste into storm drains, sanitary sewers, streams, or waterways. Do not
discharge volatile, harmful, or dangerous materials into drainage systems.
2. Do not burn waste materials or build fires on site. Do not bury debris or excess materials on
Owner's property.
1.2 FINAL CLEANING
A. Immediately before Substantial Completion, thoroughly clean area where The Work was performed.
Remove all rubbish from under and about building, landscaped areas and parking lot and leave
building and Project Site ready for occupancy by Owner.
B. Comply with individual manufacturer's cleaning instructions.
C. Clean each surface or unit to condition expected in normal, commercial building cleaning and
maintenance program, including but not limited to:
1. Interior Cleaning:
a. Remove marks, stains, fingerprints and dirt.
2008 CNA ELECTRICAL UPGRADES 7/2/2008 01 7400-1
NSB, SNOW RELIGHT, WALK LIGHTING CLEANING AND WASTE MANAGEMENT
b. Remove labels that are not permanent labels.
c. Remove spots, soil or paint.
d. Clean surfaces of mechanical and electrical equipment. Remove excess lubrication and
other substances. Clean light fixtures and lamps.
e. Clean other fixtures and equipment and remove stains, paint, dirt, and dust.
f. Remove temporary floor protection and clean floors.
2. Exterior Cleaning:
a. Remove marks, stains, and dirt from exterior surfaces.
b. Clean and polish finish hardware.
c. Remove temporary protection systems.
d. Clean dirt, mud, and other foreign material from paving and sidewalks.
e. Clean drop inlets, through -curb drains, and other drainage structures.
f. Remove trash, debris, and foreign material from landscaped areas.
END OF SECTION
2008 CNA ELECTRICAL UPGRADES 7/2/2008 017400-2
ASB, SNOW RELIGHT, WALK LIGHTING CLEANING AND WASTE MANAGEMENT
SECTION 01 7700
CLOSEOUT PROCEDURES
1.1 GENERAL:
A. Schedule closeout procedures in the three weeks before expiration of Contract Time. Weeks will be
marked by two Architect's weekly visits before Final Closeout Review, Final Closeout Review, and
expiration of Contract Time,
B. Date of Substantial Completion shall fall within week between Architect's final weekly visit and Final
Closeout Review. Date of Substantial Completion shall not occur until Construction Schedule shows
completion of construction work, unless agreed to by Architect and included on Certificate of
Substantial Completion.
1.2 PRELIMINARY CLOSEOUT REVIEWS
A. Confirm with Architect when Substantial Completion of The Work will be achieved.
1. Final two Architect's weekly visits will serve as Preliminary Closeout Reviews to determine if Final
Closeout Review will occur as scheduled and that Substantial Completion of the Work will be
achieved by that date.
2. By final weekly Architect visit, notify Owner and Architect of date when Substantial Completion of
The Work will be achieved.
B. Arrange with Architect date for Final Closeout Review to confirm Substantial Completion.
1.3 CLOSEOUT REQUIREMENTS
A. Before Final Closeout Review:
1. Deliver Closeout Submittals to Architect.
2. Deliver tools, spare parts, extra stock, and similar items as required by the Contract Documents,
3. Complete start-up testing of systems, and instruction of Owner's maintenance personnel as
required by the Contract Documents.
4. Discontinue or change over and remove temporary facilities from site, along with construction
tools, mock-ups, and similar elements.
5. Complete final cleaning requirements.
1.4 FINAL CLOSEOUT REVIEW
A. Participate in Final Closeout Review.
B. When Owner and Architect have confirmed that Contractor has achieved Substantial Completion of
The Work, Owner, Architect, and Contractor will execute Certificate of Substantial Completion that
contains:
1. Date of Substantial Completion.
2. Punch List of Work not yet accepted.
3. Amount to be withheld for completion of Punch List work.
4. Time period for completion of Punch List work.
5. Amount of liquidated damages set forth in Supplementary Conditions to be assessed if Contractor
fails to complete Punch List work within time set forth in Certificate.
C. Final Acceptance Conference:
1. Notify Architect in writing when work on Punch List has been completed.
2. Arrange with Architect date and time for Final Acceptance Conference.
?008 CNA ELECTRICAL UPGRADES 7/2/2008 01 7700- 1
\SB, SNOW RELIGHT, WALK LIGHTING CLOSEOUT PROCEDURES
3. When Owner and Architect have confirmed that Contractor has completed Punch List work,
Architect will issue letter to Owner authorizing final payment.
END OF SECTION
2008 CNA ELECTRICAL UPGRADES 7/2/2008 01 7700-2
ASB, SNOW RELIGHT, WALK LIGHTING CLOSEOUT PROCEDURES
SECTION 01 7800
CLOSEOUT SUBMITTALS
1.1 GENERAL
A. Workmanship bonds, final certifications, equipment check-out sheets, and similar documents.
B. Releases enabling Owner unrestricted use of The Work and access to services and utilities. Include
occupancy permits, operating certificates, and similar releases.
C. Project photographs, damage or settlement survey, and similar record information required by
Contract Documents.
1.2 OPERATIONS AND MAINTENANCE DATA
A. Operations And Maintenance Manuals that include:
1. Copy of complete Project Manual including Addenda, Modifications as defined in General
Conditions, and other interpretations issued during construction.
a. Mark these documents to show variations in actual Work performed in comparison with text
of specifications and Modifications. Show substitutions, selection of options, and similar
information, particularly on elements that are concealed or cannot otherwise be readily
discerned later by direct observation.
b. Note related record drawing information and Product Data.
2. Product Data: One copy of each Product Data submittal required by Contract Documents.
3. Operations and maintenance manuals required by Contract Documents.
4. Certifications required by Contract Documents.
5. Copies of warranties required by Contract Documents.
1.3 WARRANTIES
A. When written guarantees beyond one year after substantial completion are required by Contract
Documents, secure such guarantees and warranties properly addressed and signed in favor of Owner.
Include these documents in Operations & Maintenance Manuals specified above.
B. Delivery of guarantees and warranties will not relieve Contractor from obligations assumed under
other provisions of Contract Documents.
PROJECT RECORD DOCUMENTS
A. Do not use record documents for construction purposes. Protect from deterioration and loss in secure,
fire -resistive location. Provide access to record documents for Architect's reference during normal
working hours.
B. Maintain clean, undamaged set of Drawings. Mark set to show actual installation where installation
varies from the Work as originally shown. Give particular attention to concealed elements that would
be difficult to measure and record at a later date.
1. Mark record sets with red erasable pencil. Use other colors to distinguish between variations in
separate categories of the Work.
2. Mark new information that is important to Owner, but was not shown on Drawings.
3. Note related Change Order numbers where applicable.
END OF SECTION
008 CNA ELECTRICAL UPGRADES 7/2/2008 01 7800.1
SB, SNOW RELIGHT, WALK LIGHTING CLOSEOUT SUBMITTALS
DIVISION 03: CONCRETE
031000 CONCRETE FORMING AND ACCESSORIES
031113 STRUCTURALCAST-IN-PLACE CONCRETE FORMING
032000 CONCRETE REINFORCING
032100 REINFORCING STEEL
033000 CAST"IN-PLACE CONCRETE
033053 MISCELLANEOUS CAST -IN-PLACE CONCRETE
033111 NORMAL WEIGHT STRUCTURAL CONCRETE
033923 MEMBRANE CONCRETE CURING
036000 GROUTING
036213 NON-METALLIC NON -SHRINK GROUT
END OF TABLE OF CONTENTS
2008 CNA ELECTRICAL UPGRADES 7/2/2008 03 0000 - I
ASB, SNOW RELIGHT, WALK LIGHTING TABLE OF CONTENTS
SECTION 031113
STRUCTURAL CAST -IN-PLACE CONCRETE FORMING
PART 1 -GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Design, construction, and safety of formwork.
2. Furnish and install required formwork ready for placing of concrete.
3. Strip and dispose of formwork.
B. Related Sections
1. Section 03 3111: Tolerances for placing normal weight structural concrete.
1.2 REFERENCES
A. American Society For Testing And Materials:
1. ASTM D 1751-99, 'Standard Specification for Preformed Expansion Joint Filler for Concrete
Paving and Structural Construction (Non -extruding and Resilient Bituminous Types).'
1.3 SUBMITTALS
A. Quality Assurance / Control: Manufacturer's application instructions for form release agent.
PART 2 -PRODUCTS
2.1 COMPONENTS
A. Forms: Wood, metal, or plastic as arranged by Contractor. Forming material shall be compatible with
specified form release agents and with finish requirements for concrete to be left exposed or to receive
decorative finish.
B. Form Release Agents:
1. Unexposed Surfaces Only: Contractor's option.
C. Form Release /Finish Agent
1. Vertical, Exposed Surfaces or Unexposed Surfaces:
a. Chemically acting type.
b. Type Two Acceptable Products.
1) Crete -Lease 727 or 20-VOC by Cresset Chemical Co, Weston, OH www.cresset.com.
2) Clean Strip (J-1 or J-3 VOC) by Dayton Superior Specialty Chemicals, Kansas City, KS
www.daytonsuperiorchemical.com.
3) E -Z Strip or DEBOND Form Coating by L & M Construction Chemicals, Omaha, NE
www.lmcc.com.
4) Q-2 by Unitex, Kansas City, MO www.unitex-chemicals.com.
5) U S Spec SlicKote by U S Mix Products Cc www.usspec.com.
6) Duogard or Duogard II by W R Meadows, Elgin, IL www.wrmeadows.com.
7) Equal as approved by Architect before use. See Section 01 6200.
D. Expansion / Contraction Joints:
1. 1/2 inch thick.
'008 CNA ELECTRICAL UPGRADES 7/2/2008 031113-1
SSB, SNOW RELIGHT, WALK LIGHTING STRUCTURAL CAST -IN-PLACE CONCRETE FORMING
2. Manufactured commercial fiber type:
a. Meet requirements of ASTM D 1751.
b. Type Two Acceptable Products:
1) Conflex by Knight-Celotex, Northfield, IL www.aknightcompany.com.
2) Sealtight by W R Meadows Inc, Hampshire, IL www.wrmeadows.com.
3) Equal as approved by Architect before installation. See Section 01 6200.
3. Recycled Vinyl:
a. Light gray color.
b. Type Two Acceptable Products:
1) Proflex by Oscoda Plastics Inc, Oscoda, MI www.oscodaplastics.com.
2) Equal as approved by Architect before Installation. See Section 016200.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Forms:
1. Assemble forms so forms are sufficiently tight to prevent leakage.
2. Properly brace and tie forms.
3. Make proper form adjustments before, during, and after concreting.
4. Use new forms, or used forms that have been cleaned of loose concrete and other debris from
previous concreting and repaired to proper condition. Provide smooth liner on forms used for
concrete to be exposed if necessary to attain specified finish quality.
5. Use metal cold joint forms when unable to place concrete for footings, foundations, and slabs in
continuous pours.
B. Accessories:
1. Provide for installation of inserts, templates, fastening devices, and other accessories to be set in
concrete before placing.
C. Form Release/ Finish Agents:
1. Film thickness shall be no thicker than as recommended by Manufacturer to attain specified
finish. Finish on vertical, exposed concrete shall be of quality equal to CCS -1 or CCS -2 surface
as defined by Cresset Chemical.
2. Allow no release agent on reinforcing steel or footings.
D. Form Removal: Removal of forms can usually be accomplished in 12 to 24 hours. If temperature is
below 50 deg F or if concrete (stairs, beams, etc) depends on forms for structural support, leave forms
intact for sufficient period for concrete to reach adequate strength.
END OF SECTION
2008 CNA ELECTRICAL UPGRADES 7/2/2008 03 1113-2
ASB, SNOW RELIGHT, WALK LIGHTING STRUCTURAL CAST -IN-PLACE CONCRETE FORMING
SECTION 03 2100
REINFORCING STEEL
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Furnish and install concrete reinforcing steel as described in Contract Documents.
1.2 REFERENCES
A. American Concrete Institute:
1. ACI 318-83.
B. American Society For Testing And Materials:
1. ASTM A 615-00, 'Standard Specification for Deformed and Plain Billet -Steel Bars for Concrete
Reinforcement.'
1.3 SUBMITTALS
A. Quality Assurance / Control:
1. Reinforcing placement drawings.
2. Mill certificates.
1.4 DELIVERY, STORAGE, AND HANDLING
A. Reinforcing steel shall be free of heavy rust scales and flakes, or other coating at time of delivery and
placing. Properly protect rebar on site after delivery.
B. Deliver bars separated by size and tagged with manufacturer's heat or test identification number.
PART 2 -PRODUCTS
2.1 MATERIAL
A. Reinforcing Steel:
I. Reinforcing bars shall have grade identification marks and conform to ASTM A 615.
a. Grade 60 minimum, except dowels that are to be field bent, Grade 40.
b. Bars shall be deformed type.
c. Bars shall be free of heavy rust scales and flakes, or other bond reducing coatings.
B. Bar Supports:
1. Type Two Acceptable Products:
a. Concrete'dobies' or blocks wired to reinforcing.
b. Manufactured chairs with 4 sq in bearing surface with sub -grade, or other feature to prevent
chair from being pushed into sub -grade.
c. Equals as approved by Architect before installation. See Section 01 6200.
2008 CNA ELECTRICAL UPGRADES 7/2/2008 032100-1
ASB, SNOW RELIGHT, WALK LIGHTING REINFORCING STEEL
2.2 FABRICATION
A. Fabricate reinforcing steel according to'ACI Detailing Manual,' 2004 edition, and details on Drawings.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Site Tolerances:
1. Provide following minimum concrete cover for reinforcement (ACI 318-05):
a. Concrete cast against and permanently exposed to earth:
1) Exterior Slabs on Grade (where shown): 2 inches
2) Sections other than Slabs: 3 inches
b. Concrete Exposed to Earth or Weather:
1) No. 6 and Larger Bars: 2 inches
2) No. 5 and Smaller Bars, W31 and D31 Wire: 1-1/2 inches
B. Bend bars cold.
C. Accurately place and support with chairs, bar supports, spacers, or hangers as recommended by'ACI
Detailing Manual,' 2004 edition, except slab on grade work. Support bars in slabs on grade and
footings with specified bar supports around perimeter and at 4-1/2 feet on center each way maximum
to maintain specified concrete cover. Install bar supports at bar intersections.
D. Dowel vertical reinforcement for formed concrete walls out of footing or structure below with rebar of
same size and spacing required above.
E. Securely anchor and tie reinforcing bars and dowels before placing concrete. Set wire ties with ends
directed into concrete, not toward exposed concrete surfaces.
END OF SECTION
2008 CNA ELECTRICAL UPGRADES 7/2/2008 03 2100 - 2
ASB, SNOW RELIGHT, WALK LIGHTING REINFORCING STEEL,
SECTION 03 3053
MISCELLANEOUS EXTERIOR CAST -IN-PLACE CONCRETE
PART 1 -GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Compact sub -base for miscellaneous cast -in-place concrete as described in Contract Documents.
2. Furnish and install granular base for miscellaneous cast -in-place concrete and equipment pads
as described in Contract Documents.
3. Furnish and install miscellaneous cast -in-place concrete and equipment pads as described in
Contract Documents.
4. Furnish and install sealants and curing compounds as described in Contract Documents.
B. Related Sections:
1. Section 07 9213: Quality of Sealants.
2. Section 31 2323: Compaction procedures and tolerances.
1.2 REFERENCES
A. American Society For Testing And Materials:
1. ASTM D 1751.99, 'Standard Specification for Preformed Expansion Joint Filler for Concrete
Paving and Structural Construction (Non -extruding and Resilient Bituminous Types).'
1.3 QUALITY ASSURANCE
A. Pre -Installation Conferences:
1. Participate in pre -installation conference specified in Section 312213.
2. Schedule concrete site element pre -installation conference after installation of sleeves, placing of
base, and installation of forms, but before placing of concrete.
B. Meet quality assurance / control requirements specified in Section 03 3111.
PART 2 -PRODUCTS
2.1 MATERIALS
Formwork: Meet requirements specified in Section 03 1113.
Granular Base:
1. Road Base t e ravel or crushed rock, graded by weight as follows:
Sieve
Percent Passin
One Inch
100
3/4 Inch
85 * 100
No. 4
45-60
No. 10
30 * 50
No. 200
5 * 10 non -plastic)
C. Expansion Joints:
1. 1/2 inch thick.
2. Manufactured commercial fiber type:
2008 CNA ELECTRICAL UPGRADES 7/7/2008 033053-1
ASB, SNOW RELIGHT, WALK LIGHTING MISC. EXTERIOR CAST -IN-PLACE CONCRETE
a. Meet requirements of ASTM D 1751.
b. Type Two Acceptable Products:
1) Conflex by Knight-Celotex, Northfield, IL www.aknightcompany.com.
2) Sealtight by W R Meadows Inc, Hampshire, IL www.wrmeadows.com.
3) Equal as approved by Architect before installation. See Section 016200.
3. Recycled Vinyl:
a. Light gray color.
b. Type Two Acceptable Products:
1) Proflex by Oscoda Plastics Inc, Oscoda, MI www.oscodaplastics.com.
2) Equal as approved by Architect before installation. See Section 016200.
D. Concrete: Meet requirements specified in Section 03 3111 for exterior concrete.
PART 3 - EXECUTION
3.1 PREPARATION
A. Sub -Base: Compact sub -base as specified in Section 312213.
3.2 INSTALLATION
A. Granular Base: Place 4 inches minimum of granular base, level, and compact as specified in Section
31 2213.
7
C.
Joints: I
1. Expansion And Contraction Joints: I
a. Install so top of expansion joint material is 1/4 inch below finished surface of concrete.
b. IS acin On Center:
Retainin Wells w/chain link fencing 150 feet
2. Scored Control Joints:
a. Depth of control joints shall be approximately one quarter of concrete slab thickness, but no
less than one inch
b. S acin On Center:
Retainin WaIIS w/chain link fencing Align with posts
Finish:
1. Flatwork:
a. Miscellaneous: i
1) Broom finish.
2) Round edges including edges formed by expansion joints.
3) Remove edger marks.
2. Vertical Surfaces:
a. Retaining Walls:
1) Finish provided by form release / finish agent specified in 03 1113,
2) Repair of Unacceptable Concrete.
a) Immediately after removing forms, remove joints, marks, bellies, projections, loos(;
materials, and cut back metal ties from surfaces to be exposed.
b) Point up voids with cement mortar, 1:2 mix, and rub exposed surface with
carborundum to smooth, even surface matching surrounding undamaged area.
D. Special Requirements:
1. Form vertical surfaces full depth. Do not allow concrete to flow out from under forms in any
degree into landscaped areas.
2. Membrane Curing Compound: Apply specified product to pads as specified in Section 03 3923.
2008 CNA ELECTRICAL UPGRADES 7/7/2008 03 3053 -
ASB, SNOW RELIGHT, WALK LIGHTING MISC. EXTERIOR CAST -IN-PLACE CONCRET,
3.3 FIELD QUALITY CONTROL
A. Inspection: To allow Architect's verification of grades and elevations, notify Architect three days
minimum before placing concrete for specified concrete site elements.
END OF SECTION
2008 CNA ELECTRICAL UPGRADES 7/7/2008 033053-3
ASB, SNOW RELIGHT, WALK LIGHTING MISC. EXTERIOR CAST -IN-PLACE CONCRETE
SECTION 033111
NORMAL WEIGHT STRUCTURAL CONCRETE
PART 1 -GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Furnish and install Project concrete work as described in Contract Documents.
2. Quality of concrete used on Project but furnished under other Sections.
Products Installed But Not Supplied Under This Section:
1. Inserts, bolts, boxes, templates, and fastening devices for other work, including those for bases
only for Mechanical and Electrical.
2. Concrete accessories.
C. Related Sections:
1. Divisions 22, 23, And 26: Mechanical and electrical devices including boxes, conduits, pipes,
hangers, inserts, and other work to be embedded in concrete work before placing.
2. Section 03 3053: Cast -in-place retaining walls.
3. Furnishing of items to be embedded in concrete specified in Section involved.
1.2 REFERENCES
A. American Society For Testing And Materials:
1. ASTM C 33-03, 'Standard Specification for Concrete Aggregates.'
2. ASTM C 94-03, 'Standard Specification for Ready -Mixed Concrete.'
3. ASTM C 150-04, 'Standard Specification for Portland Cement.'
4. ASTM C 260-01, 'Standard Specification for Air -Entraining Admixtures for Concrete.'
5. ASTM C 494-04, 'Standard Specification for Chemical Admixtures for Concrete.'
6. ASTM C 618.03, 'Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan
for Use in Concrete.'
7. ASTM E 1155-96 (2001), 'Standard Test Method for Determining FF Floor Flatness and FL Floor
Levelness Numbers.'
1.3 SYSTEM DESCRIPTION
A. Performance Requirements:
1. Conform to requirements of ASTM C 94 unless specified otherwise.
2. For testing purposes, following concrete strengths are required:
a. At 7 days: 60 percent minimum of 28 day strengths.
b. At 28 days:
1) Mix Type 1: 3000 psi.
2) Mix Type 2: 4500 psi.
1.4 SUBMITTALS
A. Quality Assurance / Control:
1. Concrete mix design.
2. Delivery Tickets: Require mix plant to furnish delivery ticket for each batch of concrete. Keep
delivery tickets at job -site for use of Owner or his representatives. Tickets shall show following:
a. Name of ready -mix batch plant.
b. Serial number of ticket.
2008 CNA ELECTRICAL UPGRADES 7/2/2008 033111-1
NSB, SNOW RELIGHT, WALK LIGHTING NORMAL WEIGHT STRUCTURAL CONCRETE
c. Date and truck number.
d. Name of Contractor.
e. Name and location of Project.
f. Specific class or designation of concrete conforming to that used in Contract Documents.
g. Amount of concrete.
h. Time loaded.
i. Type, name, manufacturer, and amount of admixtures used.
j. Amount and type of cement.
k. Total water content.
I. Sizes and weights of sand and aggregate.
1.5 QUALITY ASSURANCE
A. Pre -Installation Conference:
1. Schedule pre -installation conference after placing of footings, installation of foundation forms and
reinforcing steel, and installation of anchors, dowels, inserts, and block outs in foundation walls,
but before placing of concrete.
2. In addition to agenda items specified in Section 01 3100, review following:
a. Approved mix design and use of admixtures.
b. Placement, finishing, and curing of concrete including cold and hot weather requirements.
1.6 PROJECT CONDITIONS
A. Project Environmental Requirements:
1. Cold Weather Concreting Procedures:
a. General Requirements:
1) Materials and equipment required for heating and protection of concrete shall be
approved and available at Project site before beginning cold weather concreting.
2) Forms, reinforcement, metallic embedments, and fillers shall be free from snow, ice,
and frost. Surfaces that will be in contact with newly placed concrete, including sub -
grade materials, shall be 35 deg F minimum at time of concrete placement.
3) Thaw sub -grade 6 inches deep minimum before beginning concrete placement. If
necessary, re -compact thawed material.
4) Use no frozen materials or materials containing ice.
b. Requirements When Average 24 Hour Temperature, midnight to midnight, Is Below 40 deg
F:
1) Temperature of concrete as placed and maintained shall be 55 deg F minimum and 75
deg F maximum.
2) Heat concrete for 72 hours minimum after placing if regular cement is used; for 48
hours if high early strength cement is used; or longer if determined necessary by
Architect. During this period, maintain concrete surface temperature between 55 and 75
deg F.
3) Vent flue gases from combustion heating units to outside of enclosure to prevent
carbonation of the concrete surface.
4) Prevent concrete from drying during heating period. Maintain housing, insulation,
covering, and other protection 24 hours after heat is discontinued.
5) After heating period, if temperature falls below 32 deg F protect concrete from freezing
until strength of 2000 psi minimum is achieved. Protect flatwork exposed to melting
snow or rain during day and freezing during night from freezing until strength of 3500
psi minimum is achieved.
c. Requirements When Average 24 Hour Temperature, midnight to midnight, Is Above 40 deg
F, but when temperature falls below 32 deg F:
1) Protect concrete from freezing for 72 hours after placing, or until a strength of 2000 psi
is achieved, whichever is longer. Protect flatwork exposed to melting snow or rain
during day and freezing during night from freezing until strength of 3500 psi minimum is
achieved.
d. Protect soil supporting concrete footings from freezing under any circumstances.
2. Hot Weather Concreting Procedures:
2008 CNA ELECTRICAL UPGRADES 7/2/2008 033111 -2
ASB, SNOW RELIGHT, WALK LIGHTING NORMAL WEIGHT STRUCTURAL CONCRETE
a. Maximum concrete temperature allowed is 90 deg F in hot weather.
b. Cool aggregate and subgrades by sprinkling.
C. Avoid cement over 140 deg F.
d. Use cold mixing water or ice.
e. Use fog spray or evaporation retardant to lessen rapid evaporation from concrete surface
PART2-PRODUCTS
2.1 MATERIALS
A. Portland Cement: Meet requirements of ASTM C 150, Type IL
B. Aggregates:
1. Coarse:
a. Meet requirements of ASTM C 33 or nonconforming aggregate that by test or actual service
produces concrete of required strength and conforms to local governing codes.
b. Aggregate shall be uniformly graded by weight as follows:
1) Flat Work, Size No. 67.
iA
2)
Sieve
Percent Passing
One Inch
100
Inch
90-100
[314
3/8 Inch
20-55
No.4
0-10
No.8
0-5
All Other. Size No 57
Fine:
a. Meet requirements of ASTM C 33.
b. A re ate shall be uniforml raded by weight as follows:
ent Passin
00
100600
W
5 - 1000
- 1000
W-11
Fine:
a. Meet requirements of ASTM C 33.
b. A re ate shall be uniforml raded by weight as follows:
C. Water: Clear, apparently clean, and potable.
D. Admixtures And Miscellaneous:
1. Mineral:
a. Fly Ash Pozzolan: Meet requirements of ASTM C 618, Class F or C and with loss on ignition
(LOI) of 3 percent maximum.
2. Chemical:
a. No admixture shall contain calcium chloride nor shall calcium chloride be used as an
admixture. All chemical admixtures used shall be from same manufacturer and compatible
with each other.
b. Air Entraining Admixture:
1) Meet requirements of ASTM C 260.
2) Type Two Acceptable Products:
008 CNA ELECTRICAL UPGRADES 7/2/2008 03 3111 - 3
SB, SNOW RELIGHT, WALK LIGHTING NORMAL WEIGHT STRUCTURAL CONCRETE
ercent Passin
00
5 - 1000
- 1000
W-11
- 855-600-30-10
C. Water: Clear, apparently clean, and potable.
D. Admixtures And Miscellaneous:
1. Mineral:
a. Fly Ash Pozzolan: Meet requirements of ASTM C 618, Class F or C and with loss on ignition
(LOI) of 3 percent maximum.
2. Chemical:
a. No admixture shall contain calcium chloride nor shall calcium chloride be used as an
admixture. All chemical admixtures used shall be from same manufacturer and compatible
with each other.
b. Air Entraining Admixture:
1) Meet requirements of ASTM C 260.
2) Type Two Acceptable Products:
008 CNA ELECTRICAL UPGRADES 7/2/2008 03 3111 - 3
SB, SNOW RELIGHT, WALK LIGHTING NORMAL WEIGHT STRUCTURAL CONCRETE
a) MB -VR, MB -AE or Micro Air by BASF.
b) Air Mix 200 or AEA -92 by Euclid.
c) Air plus or Super Air Plus by Fritz -Pak.
d) Sika Air by Sika.
e) Daravair or Darex II AEA by W R Grace.
f) Equal as approved by Architect before use. See Section 01 6200.
c. Water Reducing Admixture:
1) Meet requirements of C 494, Type A and containing not more than 0.05 percent
chloride ions.
2) Type Two Acceptable Products:
a) Pozzolith Series by BASF.
b) Eucon WR 75 or Eucon 91 by Euclid.
c) FR -2 or FR -3 by Fritz -Pak.
d) Plastocrete 160 by Sika.
e) Daracem 50/55, WRDA-64, or WRDA-82 by W R Grace.
f) Equal as approved by Architect before use. See Section 01 6200.
d. Water Reducing, Retarding Admixture:
1) Meet requirements of ASTM C 494, Type D and contain not more than 0.05 percent
chloride ions.
2) Type Two Acceptable Products:
a) Pozzolith Series by BASF.
b) Eucon Retarder 75 by Euclid.
c) FR -1 or Modified FR -1 by Fritz -Pak.
d) Plastiment by Sika.
e) Daratard-17 or Daratard-40 by W R Grace.
f) Equal as approved by Architect before use. See Section 01 6200.
e. High Range Water Reducing Admixture (Superplasticizer):
1) Meet requirements of ASTM C 494, Type F or G and containing not more than 0.05
percent chloride ions.
2) Type Two Acceptable Products:
a) Rheobuild 1000 or Glenium Series by BASF.
b) Eucon 37 or Eucon 537 by Euclid.
c) Supercizer 1 through 7 by Fritz -Pak.
d) Sikament 300 by Sika.
e) Darachem-100 or WRDA-19 by W R Grace.
f) Equal as approved by Architect before use. See Section 016200.
f. Non -Chloride, Non -Corrosive Accelerating Admixture:
1) Meet requirements of ASTM C 494, Type C or E and containing not more than 0.05
percent chloride ions.
2) Type Two Acceptable Products:
a) Accelguard 80 by Euclid.
b) Pozzolith NC 534 or 122HE or Pozzutec 20+
c) Daraset or Polarset by W R Grace.
d) Equal as approved by Architect before use. See Section 01 6200.
3. Evaporation Retardant:
a. Type Two Acceptable Products:
1) Confilm by BASF.
2) Sure Film J-74 by Dayton Superior.
3) Euco-Bar By Euclid Chemical Co.
4) E -Con by L & M Construction Chemicals.
5) Pro Film by Unitex.
6) U S Spec Monofilm ER by U S Mix Products.
7) Equal as approved by Architect before use. See Section 01 6200.
4. Bonding Agents:
a. Type Two Acceptable Products:
1) Acrylic Additive by Bonsai American.
2) Day Chem Ad Bond (J-40) by Dayton Superior.
3) Flex -Con by Euclid Chemical Co.
4) Larsen Weldcrete by Larsen Products Corp.
5) Everbond by L & M Construction Chemicals.
2008 CNA ELECTRICAL UPGRADES 7/2/2008 033111 -41
ASB, SNOW RELIGHT, WALK LIGHTING NORMAL WEIGHT STRUCTURAL CONCRETE'
6) Acryl Set by BASF.
7) Sonocrete by Sonneborn.
8) Tamms Bond by TAMMS Industries.
9) U S Spec Multicoat by U S Mix Products.
10) Intralok by W R Meadows.
11) Equal as approved by Architect before use. See Section 01 6200.
2.2 MANUFACTURERS
A. Contact Information:
1. BASF Admixtures, Cleveland, OH www.basf-admixtures.com.
2. Bonsal American, Charlotte, NC www.bonsal.com.
3. Dayton Superior Specialty Chemicals, Kansas City, KS www.daytonsuperiorchemical.com,
4. Euclid Chemical Company, Cleveland, OH www.euclidchemical.com.
5. Fritz -Pak Concrete Admixtures, Dallas, TX www.fritzpak.com.
6. Grace Construction Products, Cambridge, MA www.graceconstruction.com.
7. L & M Construction Chemicals, Omaha, NE www,lmcc.com.
8. Larsen Weldcrete by Larsen Products Corp, Rockville, MD www.larsenproducts.com.
9. Sika Corporation, Lyndhurst, NJ www.sikaconstruction.com.
10. Sonneborn / BASF Building Systems, Shakopee, MN www.chemrex.com.
11. TAMMS Industries, Mentor, OH www.tamms.com.
12. Unitex, Kansas City, MO www.unitex-chemicals.com.
13. U S Mix Products Co, Denver, CO www.usspec.com.
14. W R Meadows, Hampshire, IL www.wrmeadows.com.
2.3 MIXES
A. Submit mix designs to meet following requirements:
1. Proportions:
a. Mix Type 1:
1) Minimum weight cement per cu yd concrete: 517 lbs.
2) Water/ Cement Ratio: 0.50 maximum by weight.
b. Mix Type 2:
1) Minimum weight cement per cu yd concrete: 564 Ibs.
2) Water / Cement Ratio: 0.45 maximum by weight.
c. Air Entrainment:
1) Exterior Concrete: 6 percent, plus or minus 1-112 percent.
d. Do not add water any time during mixing cycle above amount required to meet specified
water / cement ratio. No reduction in the amount of cementitious material is allowed.
2. Slump:
a. 4 inch slump maximum before addition of high range water reducer.
b. 8 inch slump maximum with use of high range water reducer.
3. Admixtures:
a. Mix design shall show proposed admixture, amount, usage instructions, and justification for
proposed use. Do not use any admixture without Architect's written approval.
b. Mineral: An amount of specified fly ash not to exceed 20 percent of weight of cement may be
substituted for cement. If substituted, consider fly ash with cement in determining amount of
water necessary to provide specified water / cement ratio.
c. Chemical: Specified accelerator or retarder may be used if necessary to meet environmental
conditions.
2008 CNA ELECTRICAL UPGRADES 7/2/2008 033111 -5
ASB, SNOW RELIGHT, WALK LIGHTING NORMAL WEIGHT STRUCTURAL CONCRETE
PART 3 - EXECUTION
3.1 PREPARATION
A. Inserts, bolts, boxes, templates, pipes, conduits, and other accessories required by Divisions 22, 23,
and 26 shall be installed and inspected before placing concrete.
B. Install inserts, bolts, boxes, templates, pipes, conduits, and other accessories furnished under other
Sections to be installed as part of work of this Section.
C. Remove water and debris from space to be placed.
3.2 INSTALLATION
A. Site Tolerances:
1. Tolerances shall conform to requirements of ACI 117, except where specified differently.
B. Placing:
1. Place as soon after mixing as possible. Deposit as nearly as possible in final position. Placing of
concrete shall be continuous until a panel or section is complete.
2. In order to avoid overloading of forms and ties, observe following rate of filling for various air
temperatures:
a. Table Five: Placing Rate.
3. Compact concrete in forms by vibrating and other means where required. Thoroughly work in
concrete around reinforcing bars.
4. Do not embed aluminum in concrete.
5. Do not use contaminated, deteriorated, or re -tempered concrete.
6. Avoid accumulation of hardened concrete.
C. Bonding Fresh And Hardened Concrete:
1. Re -tighten forms.
2. Roughen surfaces.
3. Clean off foreign matter and laitance.
4. Wet but do not saturate.
5. Slush with neat cement grout or apply bonding agent.
6. Proceed with placing new concrete.
D. Special Requirements:
1. Footings:
a. Bear 12 inches minimum into undisturbed earth or on mechanically compacted engineered
fill. Step footings at ratio of 1-1/2 horizontal to One vertical unless detailed otherwise.
b. Level top of finish footing and leave rough.
c. Where joints are required, bulkhead, key horizontally, and dowel with two No. 5 reinforcing
bars, 48 inches long.
2. Equipment Bases: Coordinate with appropriate Sections for locations and dimensions.
E. Finishing:
1. Rubbed Finish, Exposed Vertical Surfaces: j
a. Immediately after removing forms, remove joints, marks, bellies, projections, loose materials,
and cut back metal ties from surfaces to be exposed.
b. Point up voids with cement mortar, 1:2 mix, and rub exposed surface with carborundum to
smooth, even surface.
2008 CNA ELECTRICAL UPGRADES 7/2/2008 033111 -6
ASB, SNOW RELIGHT, WALK LIGHTING NORMAL WEIGHT STRUCTURAL CONCRETE
Tem erature Rate of Fill per Hour
40 deg F 2 feet
50 deg F 3 feet
60 deg F 4 feet
70 de F 5 feet
3. Compact concrete in forms by vibrating and other means where required. Thoroughly work in
concrete around reinforcing bars.
4. Do not embed aluminum in concrete.
5. Do not use contaminated, deteriorated, or re -tempered concrete.
6. Avoid accumulation of hardened concrete.
C. Bonding Fresh And Hardened Concrete:
1. Re -tighten forms.
2. Roughen surfaces.
3. Clean off foreign matter and laitance.
4. Wet but do not saturate.
5. Slush with neat cement grout or apply bonding agent.
6. Proceed with placing new concrete.
D. Special Requirements:
1. Footings:
a. Bear 12 inches minimum into undisturbed earth or on mechanically compacted engineered
fill. Step footings at ratio of 1-1/2 horizontal to One vertical unless detailed otherwise.
b. Level top of finish footing and leave rough.
c. Where joints are required, bulkhead, key horizontally, and dowel with two No. 5 reinforcing
bars, 48 inches long.
2. Equipment Bases: Coordinate with appropriate Sections for locations and dimensions.
E. Finishing:
1. Rubbed Finish, Exposed Vertical Surfaces: j
a. Immediately after removing forms, remove joints, marks, bellies, projections, loose materials,
and cut back metal ties from surfaces to be exposed.
b. Point up voids with cement mortar, 1:2 mix, and rub exposed surface with carborundum to
smooth, even surface.
2008 CNA ELECTRICAL UPGRADES 7/2/2008 033111 -6
ASB, SNOW RELIGHT, WALK LIGHTING NORMAL WEIGHT STRUCTURAL CONCRETE
F. Curing:
1. All Concrete Flatwork: Membrane cure as specified in Section 03 3923
3.3 FIELD QUALITY CONTROL
A. Inspection: Notify Architect three days minimum before placing concrete for footings, foundation walls,
and building slabs.
3.4 PROTECTION
A. Protect concrete that has not received its initial set from precipitation to avoid excess water in mix and
unsatisfactory surface finish.
B. Protect concrete from stains and other maintenance.
END OF SECTION
2008 CNA ELECTRICAL UPGRADES 7/2/2008 033111 -7
ASB, SNOW RELIGHT, WALK LIGHTING NORMAL WEIGHT STRUCTURAL CONCRETE
SECTION 03 3923
MEMBRANE CONCRETE CURING
PART 1 -GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Quality of membrane concrete curing as described in Contract Documents.
B. Related Sections:
1. Section 03 3053:
2. Section 03 3111:
1.2 REFERENCES
Miscellaneous Cast -In -Place Concrete.
Normal weight structural concrete.
A. American Society For Testing And Materials:
1. ASTM C 309-03, 'Standard Specification for Liquid Membrane -Forming Compounds for Curing
Concrete.'
1.3 SUBMITTALS
A. Product Data: Manufacturer's product data.
B. Quality Assurance / Control: Manufacturer's printed installation instructions.
PART 2 -PRODUCTS
2.1 MATERIALS
A. Exterior:
1. Low VOC (less than 350 grams per liter), water -borne, membrane forming curing compound
meeting requirements of ASTM C 309, Type 2.
2. Horizontal Miscellaneous Cast -In -Place Concrete
a. Class Two Quality Standard. See Section 016200 for definition of Classes.
1) Vocomp 20 Cure and Seal by W. R. Meadows.
PART 3 - EXECUTION
PREPARATION
A. Protection: Protect surfaces that will be receiving products or systems incompatible with curing
compounds. Where such surfaces do receive curing compound, remove to extent required by installer
of products and systems to be subsequently installed and at no additional cost to Owner.
END OF SECTION
:008 CNA ELECTRICAL UPGRADES 7/2/2008 033923-1
SSB, SNOW RELIGHT, WALK LIGHTING MEMBRANE CONCRETE CURING
SECTION 03 6213
NON-METALLIC NON -SHRINK GROUTING
PART 1 -GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Furnish and install structural grout as described in Contract Documents.
a. For securing anchor bolts and hardware in concrete.
1.2 REFERENCES
A. American Society For Testing And Materials:
1. ASTM C 1107-02, 'Standard Specification for Packaged Dry, Hydraulic -Cement Grout (Non -
shrink).'
PART 2 -PRODUCTS
2.1 MATERIALS
A. Commercial non -shrink grout conforming to requirements of ASTM C 1107, Type B or Type C and
providing compressive strength of 6000 psi minimum.
2.2 MANUFACTURERS
A. Type Two Acceptable Products:
1. Normal Construction Grout A by Bonsai American, Charlotte, NC www.bonsal.com.
2. Advantage 1107 Grout by Dayton Superior Corporation, Oregon, IL
www.daytonsuperiorchemical.com.
3. NS Grout by Euclid Chemical Co, Cleveland, OH www.euclidchemical.com.
4. Construction Grout by Five Star Products Inc, Fairfield, CT www.fivestarproducts.com.
5. Duragrout by L&M Construction Chemicals Inc, Omaha, NE www.imcc.com.
6. Sonneborn / deGussa Building Systems, Shakopee, MN www.chemrex.com,
7. Horn Grout by TAMMS Industries Inc, Kirkland IL www.tamms.com.
8. U S Spec MP Grout by U S Mix Products Co, Denver, CO www.usspeo.com.
9. CG -86 Grout by W R Meadows, Hampshire, IL www.wrmeadows.com.
10. Equal as approved by Architect before installation. See Section 01 6200.
PART 3 - EXECUTION
INSTALLATION
A. Completely eliminate air pockets and provide full contact between grout and item being grouted. Do
not exceed Manufacturer's recommended thickness.
END OF SECTION
2008 CNA ELECTRICAL UPGRADES 7/2/2008 036213.1
aSB, SNOW RELIGHT, WALK LIGHTING NON-METALLIC NON -SHRINK GROUTING
DIVISION 05: METALS
050000 METALS
050503 SHOP -APPLIED METAL COATINGS
050523 METALFASTENINGS
END OF TABLE OF CONTENTS
2008 CNA ELECTRICAL UPGRADES 7/2/2008 050000-1
ASB, SNOW RELIGHT, WALK LIGHTING TABLE OF CONTENTS
SECTION 05 0503
SHOP -APPLIED METAL COATINGS
PART 1 -GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Quality of and procedures for field touch-up and repair of factory -applied priming and galvanizing.
B. Related Sections
1. Sections under 09 9000 heading: Finish painting.
1.2 REFERENCES
A. American Society For Testing And Materials:
1. ASTM A 780-01, 'Practice for Repair of Damaged and Uncoated Areas of Hot -Dip Galvanized
Coatings.'
2. ASTM B 695-00, 'Standard Specification for Coatings of Zinc Mechanically Deposited on Iron and
Steel.'
SUBMITTALS
A. Product Data: Product data and samples, if requested by Architect.
1.4 QUALITY ASSURANCE
A. Pre -Installation Conference: Meet with Architect before commencing repair of galvanized surfaces to
establish extent of repairs required and, if applicable, choice of methods to be used.
PART 2 -PRODUCTS
2.1 MATERIALS
A. Material For Repairs Of Galvanized Surfaces:
1. Items Exposed To Weather:
a. Zinc -Based Solders, Powder, Or Rod:
1) Zinc -Cadmium solder with liquidus temperature range from 518 to 527 deg F, or
2) Zinc -Tin -Lead alloy with liquidus temperature range from 446 to 500 deg F.
b. Sprayed Zinc: Wire, ribbon, or powdered zinc suitable for process.
PART 3 - EXECUTION
3.1 PREPARATION
A. General:
1. Clean, grind, or otherwise prepare welds in steel that is to be coated within limits acceptable to
welder responsible for structural integrity.
2. Surfaces to be coated shall be clean, dry and free of oil, grease, and corrosion products.
2008 CNA ELECTRICAL UPGRADES 7/2/2008 050503-1
4SB, SNOW RELIGHT, WALK LIGHTING SHOP -APPLIED METAL COATINGS
B. Preparation Of Galvanized Surfaces:
1. Follow requirements of ASTM A 780 and following:
2. For Repair Using Zinc -Rich Paints:
a. Blast clean surfaces to near -white metal, in accordance with SSPC-SP10 (1 to 2 mil anchor
pattern), as minimum.
b. Where circumstances do not allow blast cleaning, power disk sand to bright metal finish.
c. Extend surface preparation into undamaged galvanized area.
d. Remove flux residue and weld spatter from welded areas.
3. For Repair Using Zinc -Based Alloys:
a. Clean surface to be reconditioned using wire brush, light grinding action, or mild blasting.
b. Extend surface preparation into surrounding, undamaged galvanized areas.
c. Remove flux residue and weld spatter from welded areas.
d. Preheat cleaned area to at least 600 deg F.
1) Do not overheat surface beyond 750 deg F or allow surrounding galvanized coatings to
be burned.
2) Wire brush surface during preheating.
4. For Repair Using Sprayed Zinc (Metallizing):
a. Blast clean surfaces to near -white metal, in accordance with SSPC-SP5 as minimum.
b. Extend surface preparation into undamaged galvanized area.
c. Remove flux residue and weld spatter from welded areas.
3.2 REPAIR/ RESTORATION
A. Repairs To Galvanized Surfaces:
1. Items Exposed To Weather:
a. Repair Using Zinc -Based Alloys:
1) Rub cleaned, pre -heated areas with repair stick to deposit evenly distributed layer of
zinc alloy. If powdered zinc alloys are used, sprinkle powder on surface and spread out
with spatula or similar tool.
2) Remove flux residue by rinsing with water or wiping with damp cloth.
b. Repair Using Sprayed Zinc (Metallizing): Apply 2 mil minimum coating by means of metal -
spraying pistols fed with either zinc wire or zinc powder in accordance with requirements of
ASTM B 695, Type I.
2. All Items:
a. Apply repair materials immediately after surface preparation is complete.
b. Take thickness measurements, with either magnetic or electromagnetic gauge, to ensure
applied coating is as specified or agreed to.
END OF SECTION
!008 CNA ELECTRICAL UPGRADES 7/2/2008 050503-2
SSB, SNOW RELIGHT, WALK LIGHTING SHOP -APPLIED METAL COATINGS
SECTION 05 0523
METAL FASTENING
PART1-GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Requirements and standards for site welded metal -to -metal connections.
B. Related Sections:
1. Performance of welding specified under Section concerned.
1.2 REFERENCES
A. American Welding Society / American National Standards Institute:
1. AWS / ANSI D1.1-2003, 'Structural Welding Code - Steel.'
2. AWS / ANSI D1.3-1998, 'Structural Welding Code - Sheet Steel.'
1.3 QUALITY ASSURANCE
A. Qualifications: Welders shall be certified 30 days minimum before beginning work on Project. If there
is doubt as to proficiency of welder, Architect may require welder to take another test, at no expense to j
Owner. Certification shall be by Pittsburgh Laboratories or other authority approved by Architect.
B. Certifications: Maintain welder's certifications on job -site.
PART2-PRODUCTS
2.1 MANUFACTURED UNITS
A. Arc -Welding Electrodes: Type E70XX AWS Iron and Steel Arc -welding electrodes and meeting
current AISC Specifications,
PART 3 -EXECUTION
3.1 PERFORMANCE
A. Welding shall meet requirements of ANSI / AWS DIA and D1.3.
END OF SECTION
2008 CNA ELECTRICAL UPGRADES 7/2/2008 050523-1
ASB, SNOW RELIGHT, WALK LIGHTING METAL FASTENING
DIVISION 07: THERMAL AND MOISTURE PROTECTION
079000 JOINT PROTECTION
079213 ELASTOMERIC JOINT SEALANTS
END OF TABLE OF CONTENTS
2008 CNA ELECTRICAL UPGRADES 7/2/2008 07 0000 - 1
ASB, SNOW RELIGHT, WALK LIGHTING TABLE OF CONTENTS
SECTION 07 9213
ELASTOMERIC JOINT SEALANTS
PART 1 -GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Furnish and install sealants not specified to be furnished and installed under other Sections.
2. Quality of sealants to be used on Project not specified elsewhere, including submittal, material,
and installation requirements.
B. Related Sections:
I. Furnishing and installing of sealants is specified in Sections specifying work to receive new
sealants.
1.2 SUBMITTALS
A. Product Data:
1. Manufacturer's literature and installation recommendations for each Product.
2. Schedule showing joints requiring sealants. Show also backing and primer to be used.
B. Quality Assurance / Control: Certificate from Manufacturer indicating date of manufacture.
DELIVERY, STORAGE, AND HANDLING
A. Handle to prevent inclusion of foreign matter, damage by water, or breakage.
B. Deliver and keep in original containers until ready for use.
C. Do not use damaged or deteriorated materials.
D. Store in a cool place, but never under 40 deg F.
PART 2 -PRODUCTS
2.1 MATERIALS
A. Sealants:
1. Sealants provided shall meet Manufacturer's shelf -life requirements.
2. Exterior Building Elements:
a. Wall penetrations.
b. Connections.
c. Otherjoints necessary to seal off building from outside air and moisture.
d. Category Four Approved Products. See Section 01 6200 for definitions of Categories.
1) Dow Corning:
a) Primer: 1200.
b) Sealant: 791.
2) GE Sealants & Adhesives:
a) Primer: SS4044.
b) Sealant: Silpruf SCS 2000.
3) Tremco:
008 CNA ELECTRICAL UPGRADES 7/2/2008 07 9213 - 1
SSB, SNOW RELIGHT, WALK LIGHTING ELASTOMERIC JOINT SEALANTS
a) Primer:
(1) Metal: No.20.
(2) Other: No.23.
b) Sealant: Spectrum 1.
3. Exterior Concrete:
a. Category Four Approved Products. See Section 016200 for definitions of Categories.
1) Expansion joints in retaining walls:
a) Dow Corning:
(1) Primer: 1200.
(2) Sealant: 790.
b) GE Sealants & Adhesives:
(1) Primer: SS4044.
(2) Sealant: Silpruf SCS 2000,
4. Color: As selected by Architect from Manufacturer's standard colors.
Backing: Flexible closed cell, non -gassing polyurethane or polyolefin rod or bond breaker tape as
recommended by Sealant Manufacturer forjoints being sealed.
2.2 MANUFACTURERS
A. Contact Information:
1. Dow Corning Corp, Midland, MI www.dowcorning.com.
2. Laticrete International Inc, Bethany, CT www.laticrete.com.
3. GE Sealants & Adhesives, Huntersville, NC www.gesealants.com.
4. Sika Corporation, Lyndhurst, NJ www.sikaconstruction.com.
5. Sherwin-Williams, Cleveland, OH www.sherwin-williams.com.
6. Tremco, Cleveland, OH www.tremcosealants.com.
PART 3 -EXECUTION
3.1 PREPARATION
A. Surfaces shall be clean, dry, and free of dust, oil, grease, dew, or frost.
B. Apply primer, if required.
C. Joint Backing:
1. Rod for open joints shall be at least 1-1/2 times width of open joint and of thickness to give solid
backing. Backing shall fill up joint so depth of sealant bite is no more than 3/8 inch deep.
2. Apply bond -breaker tape in shallowjoints as recommended by Sealant Manufacturer.
3.2 APPLICATION
A. Apply sealant with hand -calking gun with nozzle of proper size to fit joints. Use sufficient pressure to
insure full contact to both sides of joint to full depth of joint. Apply sealants in vertical joints from
bottom to top.
B. Tool joints immediately after application of sealant if required to achieve full bedding to substrate or to
achieve smooth sealant surface. Tool joints in opposite direction from application direction, i.e., in
vertical joints, from the top down. Do not'wet tool' sealants.
C. Depth of sealant bite shall be 1/4 inch minimum and 1/2 inch maximum, but never more than one half
or less than one fourth joint width.
D. Do not apply calking at temperatures below 40 deg F.
2008 CNA ELECTRICAL UPGRADES 7/2/2008 079213-2
ASB, SNOW RELIGHT, WALK LIGHTING ELASTOMERIC JOINT SEALANTS
E. Calk gaps between painted or coated substrates and unfinished or pre -finished substrates. Calk gaps
larger than 3/16 inch between painted or coated substrates.
3.3 CLEANING
A. Clean adjacent materials, which have been soiled, immediately (before setting) as recommended by
Manufacturer.
END OF SECTION
2008 CNA ELECTRICAL UPGRADES 7/2/2008 079213-3
ASB, SNOW RELIGHT, WALK LIGHTING ELASTOMERIC JOINT SEALANTS
0950110 CEILINGS
095113 ACOUSTICAL PANEL CEILINGS
095116 ACOUSTICAL TILE CEILINGS
DIVISION 09: FINISHES
END OF TABLE OF CONTENTS
2008 CNA ELECTRICAL UPGRADES 7/7/2008 09 0000 - 1
ASB, SNOW RELIGHT, WALK LIGHTING TABLE OF CONTENTS
SECTION 09 5113
ACOUSTICAL PANEL CEILINGS
PART 1 -GENERAL
1.1 REFERENCES
A. ASTM C423 - Sound Absorption and Sound Absorption Coefficients by the Reverberation Room
Method.
B. ASTM C635 - Manufacturing of Metal Suspension Systems.
C. ASTM C636 - Installation of Metal Suspension Systems in non -seismic applications.
D. ASTM D3273-00 - Standard Test Method for Resistance to Growth of Mold on the Surface of Interior
Coatings in an Environmental Chamber
E. ASTM D3274 - Standard Test Method for Evaluating Degree of Surface Disfigurement of Paint Films
by Microbial (Fungal or Algal) Growth or Soil and Dirt Accumulation
F. ASTM D5116-06 - Standard Guide for Small -Scale Environmental Chamber Determinations of Organic
Emissions From Indoor Materials/Products
G. ASTM E580 - Installation of Metal Suspension Systems in Areas Requiring Moderate Seismic
Restraint.
H. ASTM E84 - Surface Burning Characteristics of Building Materials.
I. ASTM E119 - Fire Tests of Building Construction and Materials.
J. ASTM E1264 - Classification for Acoustical Ceiling Products.
K. ASTM E1414 -Airborne Sound Attenuation Between Rooms Sharing a Common Ceiling Plenum.
L. CISCA Ceiling Systems Installation Handbook.
M. Fire -response tests are performed by a testing and inspecting agency that is acceptable to authorities
having jurisdiction and that performs testing and follow-up services.
N. Fire -resistance -rated, acoustical tile ceilings are indicated by design designations listed in the UL "Fire
Resistance Directory," in the Warnock Hersey "Certification Listings," or in the listing of another
qualified testing and inspecting agency.
1.2 SUBMITTALS
A. Coordination drawings: Submit reflected ceiling plans that are coordinated with mechanical, electrical
and security work at acoustical ceilings. Show ceiling suspension members, method of anchorage of
hangers and ceiling mounted work including light fixtures and air grilles.
B. 6"x12" samples of each tile type, pattern, and color required.
C. Set of 12 -inch- long samples of suspension system members.
D. Set of 12 -inch- long samples of exposed moldings for each color and system type required.
E. Submit certificates from manufacturers of acoustical ceiling units and suspension systems attesting
that their products comply with specification requirements and warranties.
1.3 DELIVERY AND STORAGE OF MATERIALS
A. All materials shall be delivered in their original unopened packages and stored in an enclosed shelter
providing protection from damage and exposure to the elements.
B. Storage:
1. Panels: Storage time of materials at the job site should be as short as possible, and
environmental conditions should be as near as possible to those specified for occupancy (see
below). Excess humidity during storage can cause expansion of material and possible warp, sag,
or poor fit after installation. Chemical changes in the mat and/or coatings can be aggravated by
excess humidity and cause discoloration during storage, even in unopened cartons. Cartons
2008 CNA ELECTRICAL UPGRADES 7/7/2008 095113-1
ASB, SNOW RELIGHT, WALK LIGHTING ACOUSTICAL PANEL CEILINGS
C.
10
should be removed from pallets and stringers to prevent distortion of material. Long-term (6- 12 -
months) storage under uncontrolled environmental conditions should be avoided.
2. Suspension System: Store in manner that will prevent warping, scratches, or damage of any kind.
Handling: Handle in such manner to ensure against racking, distortion, or physical damage of any
kind.
Damaged or deteriorated materials should be removed from the premises. Immediately before
installation, to stabilize tile and panels, store them at a location where temperature and humidity f
conditions duplicate those ambient during installation and anticipated for occupancy.
1.4 ENVIRONMENTAL CONDITIONS
A. Installation of acoustical panels shall not begin until building is enclosed, permanent heating and
cooling equipment is in operation, and residual moisture from plaster, concrete, or terrazzo work has
dissipated. CLIMAPLUSTm acoustical ceilings can be installed prior to building enclosure and
permanent heating and cooling equipment is in operation.
B. Do not use ceiling panels in extreme or continuous high humidity, or areas exposed directly to weather
or water. Ceiling panels are sized and designed for use within the standard occupancy range of
temperature and humidity, 65-85 OF (18-29 °C), no more than 70% RH (relative humidity). Humidity
can greatly affect product dimensional stability and sag resistance. Sag can become noticeable during
periods of high humidity lasting only a few hours. CLIMAPLUS ceilings, if used with DONN@ Brand
Suspension Systems, can withstand temperatures from 60-104 OF (32-40 °C) and relative humidity up
to 90%-100% RH. See USG Interiors Inc. for specific Warranty information.
C. Allow time for dimensional changes in ceiling panels stored at temperature/humidity conditions well
outside of those recommended for service. With increases in temperature/humidity, these products
expand (up to 1/64 in./ft. (4.3 mm/m) at 85 OF (29 °C)/90% RH) and may not fit into a fixed grid.
Conversely, with decreases, these products will be undersize, but expand to normal when standard l
ambient conditions return.
D. For some pattern edge details, if perimeter panels must be cut smaller, the cut edge must be field-
rabbited, or the wall angle must be lowered by (1/4") (3/8") (Reveal Depth).
E. Formaldehyde VOC Classification, as tested by ASTM D5116 and according to standards established
by the Collaborative for High -Performance Schools (CHIPS), the State of Washington, the American f
Society of Heating, Refrigeration and Air -Conditioning Engineers (ASHRAE), and the American
National Standards Institute (ANSI) & The California Office of Environmental Health Hazard
Assessment(COEHHA).
1. For environments where LOW or Formaldehyde FREE VOC classification for emissions and
performance are required, use USG Products. USG's Products are classified as LOW or
Formaldehyde FREE meeting the most stringent VOC emission standards as defined:
a. "Formaldehyde -free"
1) The California Office of Environmental Health Hazard Assessment recognizes products
with emissions of less than 3 parts per billion (ppb) as "formaldehyde -free".
b. "Low Formaldehyde"
1) The Collaborative for High Performance Schools standard for VOC emissions limits the
amount to 13.5ppb = 0.0135 ppm = 16.5Ng/m3 as a Low Formaldehyde VOC Class
panels.
1.5 QUALITY ASSURANCE
A. Single Source Responsibility: To obtain combined warranty for the Donn Brand suspension system
and the acoustical panel, color match or ceiling panel and suspension system compatibility, all
acoustical panel and suspension system components shall be produced and supplied by one
manufacturer. Materials supplied by more than one manufacturer are not acceptable.
B. Subcontractor qualifications: Installer shall have successful experience in the installation of suspended
ceiling systems on projects with requirements similar to requirements specified.
C. Requirements of regulatory agencies: Codes and regulations of authorities having jurisdiction.
D. Source quality control:
2008 CNA ELECTRICAL UPGRADES 7/7/2008 095113-2
ASB, SNOW RELIGHT, WALK LIGHTING ACOUSTICAL PANEL CEILINGS,
I . Test reports: Manufacturer will provide test certification for minimum requirements as tested in
accordance with applicable industry standards and/or to meet performance standards specified
by various agencies.
2. Changes from system: System performance following any substitution of materials or change in
assembly design must be certified by the manufacturer.
3. All ceiling panel cartons must contain UL label for acoustical compliance.
4. All suspension system cartons must contain UL label for load compliance per ASTM C635.
1.6 PROJECT CONDITIONS
A. Existing conditions: (include specific alteration work requirements for project).
B. Environmental requirements for interior installation: Building shall be enclosed with windows and
exterior doors in place and glazed, and roof watertight before installation of ceiling system and related
ceiling components. Climatic Condition Range for panels used on this project are as follows:
1. ClimaPlus Ultra Ceilings: 60-104°F (16-29°C) with a max 95% RH.
a. ACT 1
C. Coordination with other work:
1. General: Coordinate with other work supported by or penetrating through the ceiling, including
mechanical and electrical work and partition systems.
2. Mechanical work: Ductwork above ceiling shall be complete, and permanent heating and cooling
systems operating to climate conditions prior to installation of ceiling components.
3. Electrical work: Installation of conduit above ceiling shall be complete before installation of ceiling
components.
4. Fire protection work: Fire protection lines and/or equipment occurring above ceiling shall be
completed and tested before ceiling components are installed.
D. Protection:
1. Personnel: Follow good safety and industrial hygiene practices during handling and installing of
all products and systems, with personnel to take necessary precautions and wear appropriate
personal protective equipment as needed. Read material safety data sheets and related literature
for important information on products before installation. Contractor to be solely responsible for all
personal safety issues during and subsequent to installation; architect, specifier, owner, and
manufacturer will rely on contractor's performance in such regard.
2. Protect completed work above ceiling system from damage during installation of ceiling
components.
1.7 MAINTENANCE
A. Extra Materials: Provide Owner with two cartons of each type of tile for future use.
PART 2 -PRODUCTS
2.1 MATERIALS
A. ACT 1
1. Nodular, mineral -base acoustical panels with painted finish for acoustical panel ceiling.
a. Available Products
1) USG Corporation: "Mars ClimaPlus" - Item Number: 86985.
b. Classification: Provide panels complying with ASTM E 1264 for type, form, and pattern as
follows:
1) Type and Form: Type IV, Form 1 or 2.
2) Pattern: Pattern G - smooth, unperforated.
3) Surface Burning Characteristics: Class A.
c. Color: White Only.
d. Recycled Content: Not less than 76.
e. LR: Not less than 0.89.
2008 CNA ELECTRICAL UPGRADES 7/7/2008 095113-3
ASB, SNOW RELIGHT, WALK LIGHTING ACOUSTICAL PANEL CEILINGS
f. NRC: Not less than 0.7 in accordance with ASTM C423. Product to have UL acoustical
compliance.
g. CAC: Not less than 35 in accordance with ASTM E1414. Product to have UL acoustical I
compliance.
s
h. Edge Detail: Reveal sized to fit flange of exposed suspension system members. Fineline
Bevel,
1) Thickness: 3/4" inch.
2) Size: 2'x 2'
3) Formaldehyde VOC Classification: "Low' as defined by CHPS at 13.5 ppb = 0.0135 I
ppm = 16.5Ng/m3
4) Panel Warranty: When used with a USG Donn Brand suspension system, this panel j!
has a 30 year warranty that it shall be free from manufacturing defects. When used
without a USG Donn Brand suspension system, the period of warranty is 10 years.
i. Category Four Approved Product. See Section 01 6200 for definitions of Categories.
1) "Mars ClimaPlus" -Item Number: 86985 by USG.
2. Metal Suspension System for Acoustical Panel Ceiling.
a. General: ASTM C635, commercial quality pretreated and painted hot -dipped galvanized
cold -rolled steel, exposed surfaces prefinished in manufacturer's standard corrosion
resistant enamel paint finish; color: Flat White #050.
b. Available Products
1) USG Corporation: "Donn Fineline 1/8 DXFF"
c. Suspension System Components:
1) Main Tees: UL Classified Heavy Duty Classification; Double -web design; 1-25/32" high
rectangular top bulb; 5/16" deep x 9/16" wide bottom face with center recessed section
nominal 1/8'; cross tee holes and hanger wire holes at 6" o.c.; mitered intersections 12"
o.c.; integral reversible splices.
2) Cross Tees:
a) 1-25/32" high; roll -formed into double -web design with rectangular bulb; 5/16" deer`
x 9116" wide bottom face with center recessed section nominal 1/8'; high tensile I
steel end clips clenched to web.
b) Main tees and cross tees shall be positively locked, yet shall be removable without`
the use of tools.
i
d. Accessories: 1
1) Wall Molding: Angle shape; 1" mounting flange by 9/16" face flange; hemmed edges; 6
exposed surface pre -finished to match suspension system components. 4
a) Inside Corner: Field -mitered joints at wall molding.
b) Outside Corner: Prefabricated corner cap; formed to 90° angle; hemmed edge;
size and finish to match wall molding.
2) Shadow Molding: Formed steel section; exposed surfaces to match suspension system
components.
a) 9/16" exposed flange; 3/8" x 3/8" reveal; 1" mounting flange.
e. Category Four Approved Product. See Section 016200 for definitions of Categories.
1) "Donn Fineline 1/8 DXFF" by USG.
B. Suspension System Attachment devices:
1. Hanger Wire: Galvanized carbon steel; soft temper; pre -stretched; yield stress load at least three
times the design load but not less than 12 -gauge.
C. Suspension System Warranty: When used with a USG acoustical ceiling panel, this suspension
system has a Lifetime 30 year warranty that it shall be free from the occurrence of 50% red rust. When
used without a USG acoustical ceiling panel, the period of warranty is 10 years.
7T[i11111r�=E( W41111i7N
3.1 GENERAL
A. Standard for Ceiling Suspension System Installations: Comply with ASTM C636.
B. Standard for Ceiling Suspension Systems Requiring Seismic Restraint: Comply with ASTM E 580.
C. CISCA Ceilings Systems Handbook.
2008 CNA ELECTRICAL UPGRADES 7/7/2008 095113-11.
ASB, SNOW RELIGHT, WALK LIGHTING ACOUSTICAL PANEL CEILINGS
3.2 INSPECTION
A. Examine areas to receive ceiling panels for conditions that will adversely affect installation. Provide
written report of discrepancies.
B. Do not start work until unsatisfactory conditions are corrected.
C. Work to be concealed: Verify work above ceiling is complete and installed in manner that will not affect
layout and installation of ceiling panels.
D. Beginning of installation shall signify acceptance of conditions in areas to receive ceiling panels.
E. Fire -rating requirements: Construction above fire -rated assembly shall meet requirements of UL
Design specified in 2: Products.
3.3 PREPARATION
A. Field dimensions must be verified prior to installation.
3.4 INSTALLATION
A. Standard reference: Install ceiling panels and suspension system, including necessary hangers,
grillage, splines, and other supporting hardware, in accordance with ASTM C636, CISCA Ceiling
Systems Handbook, (UL Design) and any applicable code requirement.
B. Manufacturer's reference: Install ceiling panels in exposed grid systems, supported on all edges, in
accordance with manufacturer's warranty.
C. Drawing reference: Install ceiling panels in accordance with approved shop drawings.
D. Hanger Wires:
1. Spacing: Space hanger wires on main tees not more than 48 inches o.c. a maximum of 48" o.c.,
attaching hangers directly to the structure above, or as required to support loads.
2. Limitations: Do not support wires from mechanical and/or electrical equipment, piping or other
equipment occurring above ceiling.
E. Accessories: Install accessories as applicable to meet project requirements.
F. Install edge moldings and trim of type indicated at perimeter of acoustical ceiling area and where
necessary to conceal edges of acoustical tiles.
G. Install suspension system runners so they are square and securely interlocked with one another.
Remove and replace dented, bent, or kinked members.
H. Install acoustical tiles in coordination with suspension system.
1. Fit adjoining tile to form flush, tight joints. Scribe and cut tile for accurate fit at borders and around
penetrations through tile.
2. Remove and replace any damaged tiles.
3.5 CLEANING
A. Suspension System: Remove panel material and perform any necessary cleaning maintenance with
non -solvent based commercial cleaner.
B. Immediately remove any corrosive substances or chemicals that would attack painted finishes (i.e.
wallpaper adhesives).
C. Touch up all minor scratches and spots, as acceptable, or replace damaged sections when touch-up is
not permitted.
D. Painting: Repainting of suspension member shall be with a high-quality solvent base enamel paint and
applied as recommended by paint manufacturer. Ceiling panels may be touched -up by spraying a
thinned, non -bridging vinyl -acrylic flat wall paint. The type of paint selected and the method of
application can alter the acoustical performance and fire ratings of any acoustical product. Therefore,
USG Interiors, Inc. cannot guarantee that the field -painted panels will match the published
performance.
E. Removal of debris: Remove all debris resulting from work of this section.
END OF SECTION
2008 CNA ELECTRICAL UPGRADES 7/7/2008 095113.5
ASB, SNOW RELIGHT, WALK LIGHTING ACOUSTICAL PANEL CEILINGS
Summary Table
ACT1
Tile/Panel:
Mars ClimaPlus Panels
86985
2008 CNA ELECTRICAL UPGRADES 7/7/2008 09 5113 - f
ASB, SNOW RELIGHT, WALK LIGHTING ACOUSTICAL PANEL CEILING
SECTION 09 5116
ACOUSTICAL TILE CEILINGS
PART 1 -GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Furnish and install acoustical tile on substrate as described in Contract Documents.
1.2 REFERENCES
A. American Society For Testing And Materials;
1. ASTM E 795-00, 'Standard Practices for Mounting Test Specimens During Sound Absorption
Tests.'
1.3 SUBMITTALS
A. Product Data;
1. Manufacturer's literature on tile and adhesive.
2. Color and pattern selection.
3. Manufacturer's installation recommendations.
B. Samples: One sample of each variant of specified tile series.
1.4 QUALITY ASSURANCE
A. Pre -Installation Conferences:
1. Schedule acoustical tile ceiling pre -installation conference before beginning installation of tile.
1.5 DELIVERY, STORAGE, AND HANDLING
A. Store materials where protected from moisture.
B. Store adhesive on site at installation temperature, between 65 and 90 deg F 18 and 32 deg C, for one
week before installation.
1.6 PROJECT CONDITIONS
A. Project Environmental Requirements: Building shall be enclosed, mechanical system operating with
proper filters in place, and temperature and humidity conditions stabilized within limits under which
Project will operate before, during, and after installation until Substantial Completion. Temperature at
time of setting tile shall be 65 deg F 18 deg C minimum and 90 deg F 32 deg C maximum.
1.7 WARRANTY
A. Provide Manufacturer's 10 year warranty
2008 CNA ELECTRICAL UPGRADES 7/7/2008 09 5116 - 1
ASB, SNOW RELIGHT, WALK LIGHTING ACOUSTICAL TILE CEILINGS
1.8 MAINTENANCE
A. Extra Materials: Provide Owner with two cartons of each type of tile for future use.
ii
PART 2 -PRODUCTS
2.1 MATERIALS
A. Adhesive:
1. Non -staining type suitable for work.
2. Type Two Acceptable Products:
a. ATA5495 Acoustical Tile Adhesive by TACC International Corp.
b. Titebond Solvent Free Acoustical Ceiling Tile Adhesive by Franklin International.
c. Highest quality of adhesive from manufacturer recommended by Tile Manufacturer as
approved by Architect before use. See Section 016200.
B. Edge Molding:
1. Steel 'U' molding with baked enamel finish.
2. Type Two Acceptable Products:
a. 7840 Series by Armstrong.
b. Equal as approved by Architect before installation. See Section 01 6200.
c. 7840 Series by Armstrong.
d. US 12 RWS 14 by USG Interiors.
e. Equal as approved by Architect before installation. See Section 016200.
2.2 MANUFACTURED UNITS
A. Acoustic Tile:
1. Mineral fiber, beveled edge.
2. Size: 3/4 inch thick minimum by 12 inches 19 mm thick minimum by 300 mm square.
3. NRC 0.60 minimum with Mounting Type B in accordance with ASTM E 795.
4. Finish: Factory applied washable white finish with light reflection coefficient of 0.75 minimum
when tested in accordance with ASTM C 523.
5. Type Two Acceptable Products:
a. Armstrong: Cirrus.
b. Equal as approved by Architect before bidding by BPB Celotex or USG. See Section 01
6200.
C3
Acoustic Tile:
1. ACT2
a. Nodular, Mineral -Base with painted finish Acoustical Panels for Acoustical Panel Ceiling.
1) Available Products
2) USG Corporation: "Eclipse ClimaPlus" - Item Number: 70073.
3) Classification: Provide panels complying with ASTM E 1264 for type, form, and pattern
as follows:
4) Type and Form: Type III, Form 1 or 2. i
5) Pattern: Pattern El.
6) Surface Burning Characteristics: Class A.
7) Color: White.
8) Recycled Content: Not less than 77.
9) LR: Not less than 0.86.
10) NRC: Not less than 0.6 in accordance with ASTM C423. Product to have UL acoustical
compliance.
11) CAC: Not less than 40 in accordance with ASTM E1414. Product to have UL acousticadl
compliance.
12) Edge Detail: Reveal sized to fit flange of exposed suspension system members. BESKI
2008 CNA ELECTRICAL UPGRADES 7/7/2008 095116 - 2
ASB, SNOW RELIGHT, WALK LIGHTING ACOUSTICAL TILE CEILING;
13) Thickness: 3/4" inch.
14) Size: 12" x 12"
15) Formaldehyde and VOC Classification: "Low -Emitting" as defined by CHIPS, COEHHA,
& LEED for Schools referenced in Section 09 51 13 1.05.E.
16) Panel Warranty: When used with a USG Donn Brand suspension system, this panel
has a 30 year warranty that it shall be free from manufacturing defects. When used
without a USG Donn Brand suspension system, the period of warranty is 10 years.
17) Finish: Abuse -resistant / durable. Use tile from same color run in individual rooms to
assure color match.
b. Category Four Approved Product. See Section 016200 for definitions of Categories.
1) "Eclipse ClimaPlus" - Item Number: 70073 by USG.
2.3 MANUFACTURERS
A. Contact Information:
1. USG Inc, Chicago, IL www.usg.com.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Inspect for defects in backing and support that are not acceptable. Notify Architect in writing of
unacceptable conditions. Do not apply ceiling tile until defects in backing and support are corrected.
3.2 INSTALLATION
A. Materials and substrate shall be dry and clean at time of application.
B. Installation shall be in accordance with Manufacturer's recommendations.
1. Use only tile with same lot number in individual rooms to assure color match.
2. Install tile running same direction with direction of pattern running parallel to long dimension of
each room.
3. Remove loose dust from back of tile and ceiling where adhesive is to be applied.
4. Prime 3 inch 75 mm minimum circle near each corner by buttering very thin coat of adhesive.
5. Apply daub of adhesive to each corner. Daubs will be of sufficient size to form a circle 2-1/2 to 3
inches 63 to 75 mm in diameter and 1/8 to 1/4 inch 3 to 6 mm thick when tile is pressed firmly in
place. Do not apply daubs so far in advance of installation that adhesive skins over.
6. Install splines in kerfs at corners.
C. Lay out tile symmetrically about center lines of room unless shown otherwise on Drawings. Lay out so
tiles at room perimeters are at least 1/2 full tile size. Leave tile in true plane with straight, even joints.
Tile joints shall be straight and in alignment, and exposed surface flush and level. Furnish and install
specified molding wherever tile abuts walls, columns, and other vertical surfaces, except at curves of 3
inch 75 mm radius or smaller. Cut around penetrations that are not to receive moldings cleanly with
sharp knife and at a slight angle away from cutout.
D. Locate light fixtures, speakers, and mechanical diffusers and grilles symmetrically in room and
centered on tile centers or tile joints insofar as possible, unless shown otherwise. Keep method of
locating ceiling mounted items as consistent as possible throughout building. Ceiling mounted item
location method within each room shall always be consistent.
3.3 ADJUSTING
A. 'Touch-up' minor abraded surfaces.
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ASB, SNOW RELIGHT, WALK LIGHTING ACOUSTICAL TILE CEILINGS
B. Remove and replace discolored tile to match adjacent tile.
C. Remove and replace damaged or out -of -level tile at no cost to Owner.
3.4 CLEANING
A. Remove from site debris connected with work of this Section.
END OF SECTION
2008 CNA ELECTRICAL UPGRADES 7/7/2008 09 5116 -
ASB, SNOW RELIGHT, WALK LIGHTING ACOUSTICAL TILE CEILINGS
DIVISION 26: ELECTRICAL
260000 ELECTRICAL
260501 COMMON ELECTRICAL REQUIREMENTS
260502 ELECTRICAL DEMOLITION REQUIRMENTS
260513 MEDIUM VOLTAGE CABLE
260519 LME -VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES
260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS
260533 RACEWAY AND BOXES FOR ELECTRICALSYSTEMS
262000 LOW(LINE)VOLTAGE DISTRIBUTION
262417 CIRCUIT-BREAKERPANELBOARDS
265000 LIGHTING
265100 INTERIOR LIGHTING
END OF TABLE OF CONTENTS
26 OOOOtc
i
SECTION 26 0501
COMMON ELECTRICAL REQUIREMENTS
PARTI-GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. General electrical system requirements and procedures.
2. Perform excavating and backfilling work required by work of this Division as described in Contract Documents.
3. Make electrical connections to equipment provided under other Sections.
4. Furnish and install Penetration Firestop Systems at electrical system penetrations as described in Contract Documents.
B. Related Sections:
1. Division 31: Criteria for performance of excavating.
2. Division 31: Criteria for performance of backfilling.
1.2 SUBMITTALS
A. Product Data:
I. Provide following information for each item of equipment:
a. Catalog Sheets.
b. Assembly details or dimension drawings.
C. Installation instructions.
d. Manufacturer's name and catalog number.
e. Name of local supplier.
2. Furnish such information for following equipment:
a. Section 26 2816: Enclosed switches and circuit breakers.
b. Section 26 2417: Panelboards.
C. Section 26 5100: Interior lighting fixtures.
3. Do not purchase equipment before approval of product data.
4. Submit in three-ring binder with hard cover (six sets)
B. Quality Assurance / Control:
1. Report of site tests, before Substantial Completion.
1.3 QUALITY ASSURANCE
A. Requirements of Regulatory Agencies:
I. NEC and local ordinances and regulations shall govern unless more stringent requirements are specified.
2. Material and equipment provided shall meet standards of NEMA or UL, or ULC, CSA, or EEMAC and bear their label
wherever standards have been established and label service is available.
Materials and equipment provided under following Sections shall be by same Manufacturer:
1. Sections 26 2416, 26 2816, and 26 2913: Panelboards, Enclosed Switches And Circuit Breakers, and Enclosed
Controllers.
C. Contractor shall obtain all permits and arrange all inspections required by local codes and ordinances applicable to this
Division.
OWNER'S INSTRUCTIONS
A. Provide competent instructor for time required to adequately train maintenance personnel in operation and maintenance of
electrical equipment and systems. Factory representatives shall assist this instruction as necessary. Schedule instruction
period at time of final inspection.
260501
1.5 OPERATION AND MAINTENANCE MANUALS
A. Prepare and submit (4) four complete copies of the 0 & M Manuals—manuals to contain information listed below. Place
each manual in a tabbed three-ring binder upon completion of the project.
1. Operation and Maintenance manual must contain the following items:
a. Copies of reviewed shop drawings.
b. Letter of I -year guarantee of workmanship.
C. Copy of voltage and ammeter readings.
d. Copy of letter verifying owner's receipt of spare parts.
1.6 GUARANTEE
A. The following guarantee is apart of this specification and shal I be binding on the part of the Contractor:
"The Contractor guarantees that this installation is free from mechanical defects. He agrees to replace or repair, to the
satisfaction of the Owner's Representative, any part of this installation which may jail or be determined unacceptable
within aperiod of one (l) year afterfinal acceptance."
1.7 RECORD DRAWINGS
A. During the course of construction, the Electrical Contractor shall maintain a set of drawings upon which all deviations
from the original layout are recorded. These marked -up prints shall be turned over to the Architect(Engineer at the con-
clusion of the work.
PART 2 - PRODUCTS: Not Used
PART 3 -EXECUTION
3.1 EXAMINATION
A. All relocations, reconnections, and removals are not necessarily indicated on Drawings. All such work shall be included
without additional cost to Owner.
B. Confirm dimensions, ratings, and specifications of equipment to be installed and coordinate these with site dimensions and
with other Sections.
3.2 INSTALLATION
A. General:
I. Locations of electrical equipment shown on Drawings are approximate only. Field verify actual locations for proper
installation.
2. Coordinate electrical equipment locations and conduit runs with those providing equipment to be served before
installation or rough -in.
a. Notify Architect of conflicts before beginning work.
b. Coordinate locations of power and lighting outlets in mechanical rooms and other areas with mechanical
equipment, piping, ductwork, cabinets, etc, so they will be readily accessible and functional.
3. Work related to other trades which is required under this Division, such as cutting and patching, trenching, and
backfilling, shall be performed according to standards specified in applicable Sections.
B. Install Penetration Firestop System appropriate for penetration at electrical system penetrations through walls, ceilings, and i - -- - --
top plates of walls.
I. General: All recessed fixtures and devices installed in fire rated walls and ceilings shall be installed to maintain the fire
rating of the surface. Coordinate all fire rated surfaces with Architectural Drawings.
26 0501
3.3 FIELD QUALITY CONTROL
A. Site Tests: Test systems and demonstrate equipment as working and operating properly. Notify Architect before test.
Rectify defects at no additional cost to Owner.
B. Measure current for each phase of each motor under actual final load operation, i.e. after air balance is completed for fan
units, etc. Record this information along with full -load nameplates current rating and size of thermal overload unit installed
for each motor.
END OF SECTION
3
26 Oso I
SECTION 26 0502
ELECTRICAL DEMOLITION REQUIREMENTS
PART IGENERAL
I.1 SUMMARY
A. Includes But Not Limited To
I. Demolition involving electrical system as described in Contract Documents.
B. Related Sections
1. Section 26 0501 - Common Electrical Requirements
2. New and replacement work specified in appropriate specification Section.
PART 3 EXECUTION
3.1 EXAMINATION
A. All relocations, reconnections, and removals are not necessarily indicated on Drawings. All such work shall be
included without additional cost to Owner.
3.2 PREPARATION
A. Disconnect equipment that is to be removed or relocated. Carefully remove, disassemble, or dismantle as in
required, and store in approved location on site, existing items to be reused completed work.
B. Where affected by demolition or new construction, relocate, extend, or repair raceways, conductors, outlets, and
apparatus to allow continued use of electrical system. Use methods and materials as specified for new
construction.
3.3 PERFORMANCE
A. Perform drilling, cutting, block -offs, and demolition work required for removal of necessary portions of electrical
system. Do not cut joists, beams, girders, trusses, or columns without prior written permission from Architect.
B. Remove concealed wiring abandoned due to demolition or new construction. Remove circuits, conduits, and
conductors that are not to be re -used back to next active fixture, device, orjunction box.
C. Patch, repair, and finish surfaces affected by electrical demolition work, unless work is specifically called for
under other Sections of the specifications.
3.4 CLEANING
A. Remove obsolete raceways, conductors, apparatus, and lighting fixtures promptly from site and dispose of
legally.
END OF SECTION
260502
SECTION 26 0513 -MEDIUM VOLTAGE CABLE
PARTI GENERAL
1.01 WORK INCLUDED
A. Contractor shall provide and install all new cable and shall perform all terminations, splices, etc.
1.02 RELATED WORK
A. This Section shall be used in conjunction with the following other specifications and
related Contract Documents to establish the total requirements for wire and cable.
1. Section 26 0501 - Basic Electrical Requirements.
2. Section 26 0553 - Electrical Identification.
3. Section 26 0519 — Wire and Cable
B. In the event of conflict regarding wire and cable requirements between this Section and any other section, the
Provisions of this Section shall govern.
PART2 PRODUCTS j
2.01 CONDUCTORS ABOVE 600 VOLT -- - -- -
A. EPR Insulated Cable:
1. Extrusion: Single -pass, triple -tandem, of conductor screen, insulation, and
insulation screen.
2. Type: 15kV, shielded, UL 1072, Type MV -105.
3. Conductors: Copper, concentric lay Class B round stranded in accordance with
ASTM B3, ASTM B8, and ASTM B263, f
4. Insulation Screen: Thermosetting, semiconducting ethylene -propylene rubber
(EPR), extruded directly over insulation in accordance with NEMA WC 8, and
AEIC CS 6.
5. Metallic Shield: Uncoated, 5 -mil, copper shielding tape, helically applied.
6. Jacket: Extruded polyvinyl chloride (PVC) compound applied over the metallic
shield in accordance with NEMA WC 8,
7. Operating Temperature: 90 degrees C continuous normal operations, 130
degrees C emergency operating conditions, and 250 degrees C short-circuit
conditions.
8. Manufacturer: Cable - The cable shall be Okonite, Okoguard - Okosal type
MV -90 No. 115.23.30XX Series (Size as noted on the plans). Confirm sizes and
lengths before ordering the cable,
9. Cable shall carry a two-year warranty after shipment.
10. Test in accordance with NEMA WC 8 and AEIC CS 6 partial discharge level test
for EPR insulated cable.
11. Cable shall have a 133 percent insulation level.
2.02 ACCESSORIES FOR CONDUCTORS ABOVE 600 VOLTS
A. Electrical Contractor shall include in base bid all well inserts, elbows, terminations and splice kits, etc. as
required
B. Termination Kits:
1. Capable of terminating a 15kV, single -conductor, polymeric -insulated shielded
cables.
2. Capable of producing a termination with a current rating equal to, or greater
than, the cable ampacity, meeting Class I requirements of IEEE 48,
3. Capable of accommodating any form of cable shielding or construction without
the need for special adapters and/or accessories.
4. Manufacturers:
a. Raychem.
b. 3M Co.
B. Cold Shrinkable Splice Kits:
L Components necessary to provide insulation, metallic shielding and grounding
260513
systems, and overall jacket.
2. Capable of making splices that have a current rating equal to, or greater than the
cable ampacity, conforming to IEEE 404.
3. 15 kV class, with compression connector, splice insulating and conducting
sleeves, stress -relief materials, shielding braid and mesh, and abrasion -resistant
cold shrinkable adhesive -lined rejacketing sleeve to provide a waterproof seal.
4. Manufacturers:
a. 3M Co.
C. Elbow Connector Systems
1. Molded, peroxide -cured, EPDM-insulated, 15kV class, 95kV BIL, 200A, 10,000A
rms load -break and 600A, 40,000 rms load -break elbows having all copper
current -carrying parts in accordance with ANSI 386.
2. Protective Caps: ISkV class, 95kV BIL, 200 and 600 amperes, with molded EPDM
insulated body.
3. Insulated Standoff Bushings: 25kV class, 95kV BIL, 200 and 600 amperes, complete
with EPDM rubber body, stainless steel eyebolt with brass pressure foot, and
stainless steel base bracket.
4. Bushing Inserts: 15kV class, 95kV BIL, load -break with EPDM rubber body and
all -copper, current -carrying parts. See plans for size.
5. All elbows (both 200A and 600A) shall be load break.
6. All 200A elbows shall have a test point for testing under load. Supply with protective
cap.
7. All 600A elbows shall be supplied with a 200A wall insert test point, with protective
cap, install on back of 600A elbows for testing under load. Provide all required
components to complete this installation.
8. Manufacturers.
a. 3M
b. Cooper.
D. Cable Lugs
1. In accordance with NEMA CC I.
2. Rated 15kV of same material as conductor metal.
3. Manufacturers and Products, Uninsulated Crimp Connectors and Terminators:
a. Square D; Versitide.
b. Thomas & Betts; Color -Keyed.
c. ILSCO.
4. Manufacturers and Products, Uninsulated, Bolted, Two -Way Connectors and
Terminators:
a. Thomas & Betts; Locktite.
b. Brundy; Quiklug.
c. ILSCO.
2.03 PULLING COMPOUND
A. Nontoxic, noncorrosive, noncombustible, nonflammable, wax -based lubricant; UL
listed.
B. Suitable for rubber, neoprene, PVC, polyethylene, hypalon, CPE, and lead -covered
wire and cable.
C. Suitable for zinc -coated steel, aluminum, PVC, bituminized fiber, and fiberglass
raceways.
D. Manufacturers and Products:
1. Ideal Co.; Yellow 77.
2. Polywater, Inc.
3. Cable Grip Co.
PART 3 EXECUTION
3.01 GENERAL
A. Conductor installation to be in accordance with NECA 5055.
260513
B. Conductor and cable sizing shown is based on copper conductors, unless noted
otherwise.
C. Do not exceed cable manufacturer's recommendations for maximum pulling tensions
and minimum bending radii.
D. Tighten screws and terminal bolts in accordance with UL 486A for copper conductors.
E. Cable Lugs: Provide with correct number of holes, bolt size, and center -to -center
spacing as required by equipment terminals.
F. Bundling: Where single conductors and cables in manholes, handholes, vaults, cable
trays, and other indicated locations are not wrapped together by some other means,
bundle conductors from each conduit throughout their exposed length with cable ties
Placed at intervals not exceeding 18 inches on center.
G. Ream, remove burrs, and clear interior of installed conduit before pulling wires or
cables.
H. Concrete -Encased Raceway Installation: Prior to installation of conductors, pull through
each raceway a mandrel approximately 1/4 inch smaller than raceway inside diameter.
3.02 CONDUCTORS ABOVE 600 VOLTS
A. Do not splice unless specifically indicated or approved by the Owner's Representative.
B. Makejoints and terminations with splice and termination kits, in accordance with kit
manufacturer's instructions.
C. Install splices or terminations as continuous operation in accessible locations under
clean, dry conditions.
D. Single Conductor Cable Terminations: Provide cold shrinkable stress control and outer
nontracking insulation tubings, high relative permittivity stress relief mastic for
insulation shield cutback treatment, and a heat -activated sealant for environmental
sealing.
E. Install terminals or connectors acceptable for type of conductor material used.
F. Provide shield termination and grounding for all terminations.
G. Provide necessary mounting hardware, covers, and connectors.
I. Where elbow connectors are specified, install in accordance with manufacturer's
instructions,
J. Field Test Cable: DO NOT apply a High Potential "Acceptance Test" to existing cables.
K. Do not drag along the ground.
L. Provide and install all grounding per manufacturer and NEC.
3.03 HIGH VOLTAGE CABLE FIELD TESTING
A. Perform the following field test on the new 15kV cable:
I. Perform high potential tests on 15kV cable after installation per IEEE test duration per Owner.
2. Perform tests in the presence of the Owner. Test each length of each phase cable in the system, after
installation, with splices and terminations in place but disconnected from equipment.
3. Furnish necessary test equipment, experienced testing personnel, and necessary electric power.
4. Perform high -potential test in accordance with ICEA S•66.524 and S-68-516, and NEMA WC7 and
WC8.
a. Use do test voltage of 55kV for 15kV (133 percent insulation) cable applied for 15 minutes.
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b. The voltage may be increased continuously, apply the test voltage at a uniform rate, increasing to
maximum voltage in not less than 10 seconds or more than 60 seconds. If applied in steps, increase
the test voltage from one step to the next in approximately five to eight equal steps. Make the
duration of each step long enough for the absorption current to attain reasonable stabilization (l
minute).
5. Record current and voltage readings at the end of each step and prepare a written copy of the test data
for submission to the Owner and include in the Operations and Maintenance Manual.
6. Immediately following these tests, ground the conductor to drain any charge to earth. Repair or replace
cables not passing test. Repaired cables must pass same test.
3.04 QUALITY ASSURANCE
A. All splices and terminations of conductors above 600 volts shall be performed by
qualified splicers with not less than 5 years experience. Submit a resume of proposed
splicers to Owner's Representative. All cable splicers shall receive the approval of the
Owner's Representative before any splice or termination is made.
END OF SECTION
4 26 0513
SECTION 26 0519
LINE VOLTAGE CONDUCTORS AND CABLE
1.1 SUMMARY
A. Includes But Not Limited To:
I. Quality of conductors used on Project except as excluded below.
B. Related Sections:
L Section 26 0501: Common Electrical Requirements.
1.2 DEFINITIONS
A. Line Voltage: Over 70 Volts.
PART2-PRODUCTS
2.1 COMPONENTS
A. Line Voltage Conductors:
L Copper with AWG sizes as shown:
a. Minimum size shall be No. 12 except where specified otherwise.
b. Conductor size No. 8 and larger,
2. Insulation:
a. Standard Conductor Size No. 10 And Smaller: 600V type THWN or XHHW (75 deg C).
b. Standard Conductor Size No. 8 And Larger: 600V Type THW, TH WN, or XHHW (75 deg C).
C. Higher temperature insulation as required by NEC or local codes.
3. Colors:
a. 208Y / 120 V System.
1) Black: Phase A.
2) Red: Phase B.
3) Blue: Phase C.
4) Green: Ground.
5) White: Neutral.
b. 480Y / 277 Volt System:
1) Brown: Phase A.
2) Orange: Phase B.
3) Yellow: Phase C.
4) Gray: Neutral.
5) Green: Ground.
C. Conductors size No. 10 and smaller shall be colored full length. Tagging or other methods for coding of
conductors size No. 10 and smaller not allowed.
d. For feeder conductors larger than No. 10 at pull boxes, gutters, and panels, use painted or taped band or color tag
color -coded as specified above.
B. Standard Connectors:
1. Conductors No. 8 And Smaller: Steel spring wire connectors.
2. Conductors Larger Than No. 8: Pressure type terminal lugs.
3. Connections Outside Building: Watertight steel spring wire connections with waterproof, non -hardening sealant.
C. Terminal blocks for tapping conductors:
I. Terminals shall be suitable for use with 75 deg C copper conductors.
2. Acceptable Products:
a. 16323 by Cooper Bussmann, St Louis, MO www.bussmann.com
b. LBA363106 by Square D Co, Palatine, IL www.squared.com.
C. Equal as approved by Architect before bidding. See Section 016000.
260519
PART 3 - EXECUTION
3.1 INSTALLATION
A. General:
I. Conductors and cables shall be continuous from outlet to outlet.
2. Do not use direct burial cable.
B. Line Voltage Conductors (Over 70 Volts)
1. Install conductors in raceway except where specifically indicated otherwise. Run conductors of different voltage
systems in separate conduits.
2. Route circuits at own discretion, however, circuiting shall be as shown in Panel Schedules. Group circuit homeruns to
panels as shown on Drawings.
3. Neutrals:
a. On three-phase, 4 -wire systems, do not use common neutral for more than three circuits.
b. On single-phase, 3 -wire systems, do not use common neutral for more than two circuits.
C. Run separate neutrals for each circuit where specifically noted on Drawings.
d. Where common neutral is run for two or three home run circuits, connect phase conductors to breakers in panel
which are attached to separate phase legs so neutral conductors will carry only unbalanced current. Neutral
conductors shall be of same size as phase conductors unless specifically noted otherwise.
4. Pulling Conductors:
a. Do not pull conductors into conduit until raceway system is complete and cabinets and outlet boxes are free of
foreign matter and moisture.
b. Do not use heavy mechanical means for pulling conductors.
C. Use only listed wire pulling lubricants.
END OF SECTION
26 0519 '
SECTION 26 0526
GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
I. Furnish and install grounding for electrical installation as described in Contract Documents except as excluded below.
B. Related Sections:
L Section 26 0501: Common Electrical Requirements.
1.2 QUALITY ASSURANCE
A. Pre -Installation Conference: Participate in pre -installation conference specified in Section 03 3111.
PART2-PRODUCTS
2.1 COMPONENTS
A. Size materials as shown on Drawings and in accordance with applicable codes.
B. Grounding And Bonding Jumper Conductors: Bare copper or with green insulation.
C. Make grounding conductor connections to ground rods and water pipes using approved bolted clamps listed for such use.
D. Service Grounding Connections And Cable Splices:
I . Make by compression type connectors designed specifically for this purpose.
2. Acceptable Products:
a. Burndy
b. Thomas & Betts.
C. Equal as approved by Architect before bidding.
PART 3 -EXECUTION
INSTALLATION
A. Interface With Other Work: Coordinate with Section 03 3111 in installing grounding conductor and placing concrete. Do
not allow placement of concrete before Architect's inspection of grounding conductor installation.
B. Grounding conductors and bonding jumper conductors shall be continuous from terminal to terminal without splice. Provide
grounding for following.
I. Electrical service, its equipment and enclosures.
2. Conduits and other conductor enclosures.
3. Neutral or identified conductor of interior wiring system.
4. Main panelboard, power and lighting panelboards.
5. Non -current -carrying metal parts of fixed equipment such as motors, starter and controller cabinets, instrument cases,
and lighting fixtures.
C. Grounding connection to main water supply shall be accessible for inspection and made within 6 inches of point of entrance
of water line to building. Provide bondingjumpers across water meter and valves to assure electrical continuity.
260526
D. Provide concrete -encased electrode system by embedding 20 feet minimum of No. 2/0 bare copper conductor in concrete
footing, 2 inches minimum below concrete surface. Extend No. 2/0 copper conductor to main panel as shown on Drawings.
E. Ground identified common conductor of electrical system at secondary side of main transformer supplying building. Ground
identified grounded (neutral) conductor of electrical system on supply side of main service disconnect.
F. Pull grounding conductors in non-metallic raceways, in flexible steel conduit exceeding 72 inches in length, and in flexible
conduit connecting to mechanical equipment.
G. Provide grounding bushings on all feeder conduit entrances into panelboards and equipment enclosures,
H. Bond conduit grounding bushings to enclosures with minimum #10 AWG conductor.
1. Connect equipment grounds to building system ground.
I. Use same size equipment grounding conductors as phase conductors up through # 10 AWG.
2. Use NEC Table 250.95 for others unless noted otherwise in Drawings. t
t
i
J. Run separate insulated grounding cable from each equipment cabinet to electrical panel. Do not use intermediate connections or I
splices. Affix directly to cabinet.
K. On motors, connect ground conductors to conduit with approved grounding bushing and to metal frame with bolted solderless
lug.
L. Do not bond neutral conductor of emergency generator set to set frame at generator location.
M. Ground cabinet of transformers to conduit and ground wires, if installed. Bond transformer secondary neutral conductor to
cabinet.
N. Ground each separately derived system neutral to nearest ground per NEC and local inspector.
O. Provide and install a #6 ground conductor from main service ground to telephone board. Terminate ground at board on a
grounding bar.
Provide a separate, insulated equipment green grounding conductor in all feeder and branch circuits. Terminate each end on a
grounding lug, bus, or bushing and to all metallic enclosures. A conduit ground is not acceptable. Install grounding bushings
on both ends of all feeder conduit and bond to ground system.
3.2 FIELD QUALITY CONTROL
A. Inspections: Notify Architect for inspection two days minimum before placing concrete over grounding conductor.
END OF SECTION
26 05261
SECTION 26 0533
RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS
PARTI-GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
I. Quality of material and installation procedures for raceway, boxes, and
other Divisions, fittings used on Project but furnished under
2. Furnish and install raceway, conduit, and boxes used on Project not specified to be installed under other Divisions.
3. Furnish and install air / vapor barrier back boxes as described in Contract Documents.
4. Furnish and install main telephone service raceway as described in Contract Documents and to comply with telephone
company requirements.
5. Furnish and install main electrical service raceway to comply with electrical utility company requirements.
B. Related Sections
I. Section 26 0501: General Electrical Requirements,
PART2-PRODUCTS
2.1 COMPONENTS
A. Raceway And Conduit
L Sizes:
a. 3/4 inch for exterior underground use.
b. 1/2 inch minimum elsewhere, unless indicated otherwise.
2. Types: Usage of each type is restricted as specified below by product.
a. Galvanized rigid steel or galvanized intermediate metal conduit (IMC) is allowed for use in all areas. Where in
contact with earth or concrete, wrap buried galvanized rigid steel and galvanized IMC conduit and fittings
completely with vinyl tape.
b. Galvanized Electrical Metallic Tubing (EMT):
1) Allowed for use only in indoor dry locations where it is:
a) Not subject to damage.
b) Not in contact with earth.
c) Not in concrete.
2) Flexible steel conduit or metal -clad cable required for final connections to indoor mechanical equipment.
c. Schedule 40 Polyvinyl Chloride (PVC) Conduit:
1) Allowed for use only underground or below concrete with galvanized rigid steel or IMC elbows and risers.
d. Listed, Liquid -Tight Flexible Metal Conduit:
I ) Use in outdoor final connections to mechanical equipment, length not to exceed 36 inches.
e. Pre -wired 3/8 Inch Flexible Fixture Whips: Allowed only for connection to recessed lighting fixtures, lengths not
to exceed 72 inches.
3. Prohibited Raceway Materials:
a. Aluminum conduit.
b. Armored cable type AC (BX) cable.
B. Raceway And Conduit Fittings:
I. Rigid Steel Conduit And IMC: Threaded and designed for conduit use.
2. EMT:
a. Compression type.
b. Steel set screw housing type.
3. PVC Conduit:
a. PVC type. Use PVC adapters at all boxes.
b. PVC components, (conduit, fittings, cement) shall be from same Manufacturer.
4. Flexible Steel Conduit: Screw-in type.
5. Liquid -tight Flexible Metal Conduit: Sealtite type.
6. Expansion fittings shall be equal to OZ Type AX sized to raceway and including bonding jumper.
260533
7. Prohibited Fitting Materials: -_
a. Crimp -on, tap -on, indenter type fittings. -
b. Cast set -screw fittings for EMT.
C. Spray (aerosol) PVC cement.
C. Outlet Boxes
1. Galvanized steel of proper size and shape are acceptable for all systems. Where metal boxes are used, provide
following:
a. Provide metal supports and other accessories for installation of each box.
b. Equip ceiling and bracket fixture boxes with fixture studs where required.
C. Equip outlets in plastered, paneled, and furred finishes with plaster rings and extensions to bring box Bush with
finish surface.
2. Telephone/data outlet boxes shall be 4' 11/16" deep box with single gang mud ring.
D. Air / Vapor Barrier Back Boxes: Pre -molded polyethylene fitting between framing members and inhibiting air / vapor
infiltration and exfiltration around recessed outlet boxes.
2.2 MANUFACTURERS
A. Contact Information:
I. Cooper B -Line, Highland, IL www.bline.com.
2. Hubbell Incorporated, Milford, CT www.hubbell-wiring.com.
3. Square D, Palatine, IL www.squared.com.
4. Steel City, Div Thomas & Betts, Memphis, TN www.tnb.com.
5. Thomas & Betts, Memphis, TN www.tnb.com.
6. Walker Systems Inc, Williamstown, www.wiremold.com.
7. Wiremold Co, West Hartford, CT www.wiremold.com.
PART 3 -EXECUTION
3.1 EXAMINATION
A. Confirm dimensions, ratings, and specifications of materials to be installed and coordinate these with site dimensions and
with other Sections.
3.2 INSTALLATION
A. Interface With Other Work
1. Coordinate with Divisions 22 and 23 for installation of raceway for control of plumbing and HVAC equipment.
2. Before rough -in, verify locations of boxes with work of other trades to insure that they are properly located for purpose
intended.
a. Coordinate location of outlet for water cooler with Division 22.
b. Coordinate location of outlets adjacent to or in millwork with Division 06 before rough -in. Refer conflicts to
Architect and locate outlet under his direction.
3. Coordinate installation of Boor boxes in carpeted areas with carpet installer to obtain carpet for box doors.
4. Install pull wires in raceways installed under this Section where conductors or cables are to be installed under other
Divisions.
B. Conduit And Raceway
1. Conceal raceways within ceilings, walls, and floors, except at Contractor's option, conduit may be exposed on walls or
ceilings of mechanical equipment areas and above acoustical panel suspension ceiling systems. Install exposed ?
raceway runs parallel to or at right angles to building structure lines,
2. Keep raceway runs 6 inches minimum from hot water pipes.
3. Make no more than four quarter bends, 360 degrees total, in any conduit run between outlet and outlet, fitting and
fitting, or outlet and fitting.
a. Make bends and offsets so conduit is not injured and internal diameter of conduit is not effectively reduced.
b. Radius of curve shall be at least minimum indicated by NEC.
4. Cut conduit smooth and square with run and ream to remove rough edges. Cap raceway ends during construction. - -- ----- - --
Clean or replace raceway in which water or foreign matter have accumulated.
5. Install insulated bushings on each end of raceway 1-1A inches in diameter and larger, and on all raceways where low
voltage cables emerge. Install expansion fittings where raceways cross building expansion joints. j
260533
6. Run two spare conduits from each new panelboard to ceiling access area or other acceptable accessible area and cap for
future use.
7. Route conduit through roof openings for piping and ductwork where possible; otherwise. All roof penetrations shall be
flashed, counter flashed and sealed per Roofing Contractor. Coordinate all roof penetrations with the Roofing
Contractor.
8. Provide nylon pull string with printed footage indicators secured at each end of each empty conduit, except sleeves and
nipples. Identify with tags at each end the origin and destination of each empty conduit, and indicate same on all empty
or spare conduits on the as -built drawings.
9. Install expansion -deflection joints where conduit crosses building expansion, seismic, or structural isolation break
(SIB) joints.
10. Where conduit penetrates fire -rated walls and floors, seal opening around conduit with UL -listed foamed silicone
elastomer compound. Fill void around perimeter of conduits with nonmetallic nonshrink grount in all concrete or
masonry walls.
11. Bend PVC conduit by hot box bender and, for PVC 2 inches in diameter and larger, expanding plugs. Apply PVC
adhesive only by brush.
12. Installation In Framing:
a. Do not bore holes in joists or beams outside center 1/3 of member depth or within 24 inches of bearing points.
Do not bore holes in vertical framing members outside center 1/3 of member width.
b. Holes shall be one inch diameter maximum.
13. Underground Raceway And Conduit:
a. Bury underground raceway installed outside building 24 inches deep minimum.
b. Bury underground conduit in planting areas 18 inches deep minimum. It is permissible to install conduit directly
below concrete sidewalks, however, conduit must be buried 18 inches deep at point of exit from planting areas.
14. Conduit And Raceway Support:
a. Securely support raceway with approved straps, clamps, or hangers, spaced as required.
b. Do not support from mechanical ducts or duct supports without Architect's written approval. Securelmount
raceway supports, boxes, and cabinets in an approved manner by: y
1) Expansion shields in concrete or solid masonry.
2) Toggle bolts on hollow masonry units.
3) Wood screws on wood.
4) Metal screws on metal
15. Prohibited Procedures:
a. Use of wooden plugs inserted in concrete or masonry units for mounting raceway, supports, boxes, cabinets, or
other equipment.
b. Installation of raceway that has been crushed or deformed.
C. Use of torches for bending PVC.
d. Spray applied PVC cement.
e. Boring holes in truss members.
f Notching of structural members.
g. Supporting raceway from ceiling system support wires.
h. Nail drive straps or tie wire for supporting raceway.
C. Telephone / Data Systems:
I. Install main service raceway as directed by telephone company. Leave pull wire in raceway.
2. Install raceway from terminal board to each telephone and data outlet unless indicated otherwise on Drawings.
D. Boxes:
I. Boxes shall be accessible and installed with approved cover.
2. Do not locate device boxes that are on opposite sides of framed walls in the same stud space. In other wall
construction, do not install boxes back to back.
3. Locate boxes so pipes, ducts, or other items do not obstruct outlets.
4. Install outlets flush with finished surface and level and plumb.
5. Support switch boxes larger than two -gang with side brackets and steel bar hangers in framed walls.
6. At time of substantial completion, install blank plates on uncovered outlet boxes that are for future use.
7. Install air / vapor barrier back boxes behind outlet boxes that penetrate vapor barrier.
8. Location:
a. Install boxes at door locations on latch side of door, unless explicitly shown otherwise on Drawings. Verify door
swings shown on electrical drawings with architectural drawings, and report discrepancies to Architect before
rough -in. Distance of switch boxes fromjamb shall be within 6 inches of doorjamb.
b. Arrange boxes for ceiling light fixtures symmetrically with respect to room dimensions and structural features.
C. Properly center boxes located in walls with respect to doors, panels, furring, trim and consistent with architectural
details. Where two or more outlets occur, space them uniformly and in straight lines with each other, if possible.
d. Center ceramic the boxes in tile.
END OF SECTION
260533
SECTION 26 2417
CIRCUIT -BREAKER PANELBOARDS
PARTI-GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Furnish and install circuit -breaker panelboards as described in Contract Documents.
B. Related Sections:
I. Section 26 0501: Common Electrical Requirements.
PART2-PRODUCTS
2.1 EQUIPMENT
A. General:
1. Circuit -breaker type.
2. Galvanized steel cabinets
3. Bussing and lugs arranged as required.
4. Multi -pole circuit -breakers shall be common trip.
5. Circuit -breakers shall be molded case thermal magnetic type with inverse time characteristics.
B. Main Panelboard:
I . Minimum integrated equipment short circuit rating of 22,000 amperes for 120 /208 Volts.
2. Minimum integrated equipment short circuit rating of 50,000 amperes for 277 /480 Volts,
3. Surface -mounted and front accessible.
4. Enclosures:
a. NEMA / CEMA Type 3R with locking door.
b. NEMA / CEMA Type I.
5. Rated for use as service entrance equipment.
6. Approved Products.
a. Type PRL413 by Cutler -Hammer.
b. Spectra Series by General Electric.
C. Type P5 by Siemens.
d. I -Line by Square D.
C. Lighting And Appliance Panelboards:
I. Minimum integrated equipment short circuit rating of 10,000 amperes for 120 /208 Volts.
2. Minimum integrated equipment short circuit rating of 14,000 amperes for 277 /480 Volts.
3. Plug -on or bolt -on breakers. Multi -pole breakers shall be common trip.
4. Cabinets shall be locking type with no exposed latches or screws when door is closed. Key panels alike and provide
minimum of three keys.
5. Minimum dimensions of 20 inches wide by 5-3/4 inches deep.
6. Space designation on Drawings indicates bus hardware and panelboard capacity for future acceptance of one 20 Amp,
single -pole circuit -breaker.
7. Breakers specified to be shunt trip and shall include shunt trip accessories to remotely trip breaker using separate 120 V
Power source. Trip coil shall include coil -clearing contact to break coil current when breaker opens.
8. Use equipment from same manufacturer as main panelboard.
9. Approved Products.
a. Type NQOD by Square D.
MANUFACTURERS
A. Contact Information:
I. Cutler -Hammer Inc, Pittsburgh, PA www. eatonelectrie.com.
2. General Electric Industrial Systems, Charlotte, NC www.geindustrial.com.
262417
3. Siemens Energy & Automation, Alphrata, GA www.sea.siemens.com.
4. Square D Co, Palatine, IL www.squared.com.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Label panelboards, load centers, and each breaker in main panelboard with 1/16 inch thick laminated plastic composition
material with contrasting color core. Engraved letters shall be 1/4 inch high.
B. Provide typewritten circuit schedules in lighting and distribution panelboards and load centers to identify panelboard and load
served by each branch breaker.
C. Arrange conductors neatly within panelboards and load centers.
D. Secure to structure in accordance with applicable seismic zone requirements.
3.2 PROTECTION
A. Protect panelboards, load centers, and interior components from paint, gypsum board compound, dirt, dust, and other foreign
matter during construction.
END OF SECTION
2 262417
SECTION 263100
INTERIOR LIGHTING
PARTI- GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
I. Furnish and install lighting system as described in Contract Documents, complete with lamps.
B. Related Sections:
I. Section 26 0501: Common Electrical Requirements,
PART 2 -PRODUCTS
2.1 EQUIPMENT
A. Lighting Fixtures:
L Type One Acceptable Products:
a. See Fixture Schedule on Drawings for acceptable manufacturers and models.
b. Equals as approved by Architect before bidding.
B. Fluorescent Ballasts:
I. Energy saving electronic for T8 lamps.
a. Instant start.
b. Parallel circuit type.
C. Minimum power factor of 95 percent.
d. Less than 20% total harmonic distortion.
e. Operation of lamps in compliance with Lamp Manufacturer's recommendations.
f. Minimum starting temperature 0 deg F for T8 lamps.
g. Class A sound rating.
h. Transient protection in accordance with IEEE / ANSI C62.41-1984, Category A.
i. Comply with FCC 47CFR Part 18.
J. Ballast factor of 0.78.
k. Maximum crest factor of 1.7.
I. Input voltage to match system voltage.
C. Lamps:
I. Approved Manufacturers.
a. General Electric.
b. North American Philips.
C. Osram / Sylvania.
2.2 MANUFACTURERS
A. Fixtures: When several lighting fixtures are specified by name for one use on Drawings, select any one of those specified.
Do not mix fixtures from different manufacturers specified for one use.
B. Specification Items:
I. Advance Transformer Co, Rosemont, IL www.advancetransformer.com.
2. General Electric Lighting, East Cleveland, OH www. gelighting.com/na.
3. Osram Sylvania, Danvers, MA www.sylvania.com.
4. Philips Lighting Co, Somerset, NJ www.lighting.philips,com.
5. Universal Lighting Technologies, Nashville, TN www.universalballast.com.
265100
2.3 SOURCE QUALITY CONTROL
A. Fixtures shall be fully assembled complete with necessary wiring, sockets, lamps, reflectors, ballasts, auxiliaries, plaster
frames, recessing boxes, hangers, supports, lenses, diffusers, and other accessories essential for complete working
installation. IV
PART 3 - EXECUTION
3.1 INSTALLATION
A. Interface With Other Work
I. Coordinate with Division under 09 heading to obtain symmetrical arrangement of fixtures in acoustic tile ceiling.
2. Coordinate with Division under 09 to ensure that light coves are properly painted before installation of light fixtures.
3. In mechanical equipment rooms, coordinate locations of light fixtures with equipment locations to provide proper room
illumination without obstruction. Suspend fixtures that must be mounted below pipes, ducts, etc, with chains or other
Architect approved method.
B. Securely mount fixtures. Support fixtures weighing 50 lbs or more from building framing or structural members.
C. Fasten lay -in fluorescent fixtures to ceiling suspension system on each side with bolts, screws, rivets, or clips. In addition,
connect lay -in fixtures weighing less than 50 lbs with two -wire hangers minimum to building framing or structural members.
Connect wires to opposing comers of fixture and may be slightly slack. Make final conduit connections to lay -in fluorescent
fixtures with specified flexible conduit or flexible fixture whips.
D. Where fluorescent fixtures are shown installed end to end, provide suitable connectors or collars to connect adjoining units to
appear as a continuous unit.
E. Where recessed fixtures are to be installed, provide openings, plaster rings, etc, of exact dimensions for such fixtures to be
properly installed. Coordinate fixture installation with ceiling type and thickness. Terminate circuits for recessed fixtures in
an extension outlet box near fixture and connect with specified flexible conduit.
F. Do not locate incandescent fixtures in closet or storage areas within 18 inches and fluorescent fixtures within 6 inches of
shelves.
3.2 ADJUSTMENT
A. Repair scratches or nicks on exposed surfaces of fixtures to match original undamaged conditions.
END OF SECTION
26 5100
DIVISION 31: EARTHWORK
310000 EARTHWORK
310501 COMMON EARTHWORK REQUIREMENTS
311000 SITE CLEARING
311100 CLEARING AND GRUBBING
311413 TOPSOILSTRIPPING AND STOCKPILING
312000 EARTH MOVING
312213 ROUGH GRADING
312216 FINE GRADING
312316 EXCAVATION
312323 FILL
END OF TABLE OF CONTENTS
2008 CNA ELECTRICAL UPGRADES 7/7/2008 31 0000 - I
ASB, SNOW RELIGHT, WALK LIGHTING TABLE OF CONTENTS
SECTION 310501
COMMON EARTHWORK REQUIREMENTS
PART1-GENERAL
1.1 SUMMARY
A. Includes But Not Limited to:
1. General procedures and requirements for earthwork.
PART 2 - PRODUCTS: Not Used
PART 3 - EXECUTION
3.1 EXAMINATION
A. Site Verification Of Conditions:
1. 48 hours minimum before performing any work on site, contact Dig Line (800.342.1585) and
BYU-Idaho (208.496.2449) to arrange for utility location services.
2. Perform minor, investigative excavations to verify location of various existing underground
facilities at sufficient locations to assure that no conflict with the proposed work exists and
sufficient clearance is available to avoid damage to existing facilities.
3. Perform investigative excavating 10 days minimum in advance of performing any excavation or
underground work.
4. Upon discovery of conflicts or problems with existing facilities, notify Architect by phone or fax
within 24 hours. Follow telephone or fax notification with letter and diagrams indicating conflict or
problem and sufficient measurements and details to evaluate problem.
3.2 PREPARATION
A Protection:
1. Spillage:
a. Avoid spillage by covering and securing loads when hauling on or adjacent to public streets
or highways.
b. Remove spillage and sweep, wash, or otherwise clean project, streets, and highways.
2. Dust Control:
a. Take precautions necessary to prevent dust nuisance, both on-site and adjacent to public
and private properties.
b. Correct or repair damage caused by dust.
3. Existing Plants And Features: Do not damage tops, trunks, and roots of existing trees and shrubs
on site that are intended to remain. Do not use heavy equipment within branch spread. Interfering
branches may be removed only with permission of Architect. Do not damage other plants and
features that are to remain.
B. If specified precautions are not taken or corrections and repairs not made promptly, Owner may take
such steps as may be deemed necessary and deduct costs of such from monies due to Contractor.
Such action or lack of action on Owner's part does not relieve Contractor from responsibility for proper
protection of The Work.
2008 CNA ELECTRICAL UPGRADES 7/7/2008 31 0501 -1
ASB, SNOW RELIGHT, WALK LIGHTING COMMON EARTHWORK REQUIREMENTS
3.3 FIELD QUALITY CONTROL
A. Notify Architect 48 hours before performing excavation or fill work.
B. If weather, scheduling, or any other circumstance has interrupted work, notify Architect 24 hours
minimum before intended resumption of grading or compacting.
C. Owner reserves right to require additional testing to re -affirm suitability of completed work including
compacted soils that have been exposed to adverse weather conditions.
END OF SECTION
2008 CNA ELECTRICAL UPGRADES 7/7/2008 31 0501 -
ASB, SNOW RELIGHT, WALK LIGHTING COMMON EARTHWORK REQUIREMENT
SECTION 311100
CLEARING AND GRUBBING
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
I. Perform clearing and grubbing as necessary to prepare site for rough grading and structure
excavation as described in Contract Documents.
B. Related Sections:
1. Section 31 0501: Common Earthwork Requirements.
PART 2 - PRODUCTS: Not Used
PART 3 -EXECUTION
3.1 PERFORMANCE
A. Tree And Brush Removal:
1. BYU-Idaho will remove vegetation it desires to keep prior to beginning of construction.
2. Cut off trees, shrubs, brush, and vegetative growth 12 inches maximum above ground.
3. Do not pull up or rip out roots of trees and shrubs that are to remain. If excavation through roots is
required, excavate by hand and cut roots with sharp axe. Make clean, smooth, sloping cuts.
4. Cut roots 6 inches or larger in diameter only with Architect's written permission.
B. Grubbing:
1. Grub out stumps and roots 12 inches minimum below original ground surface, except as follows:
a. Entirely remove roots of plants that normally sprout from roots, as identified by Architect.
3.2 CLEANING
A. Remove from site trees, shrubs, uprooted stumps, vegetative layer, and surface debris and dispose of
legally.
B. Do not bury cuttings, stumps, roots, and other vegetative matter or burnt waste material on site.
END OF SECTION
2008 CNA ELECTRICAL UPGRADES 7/7/2008 31 1100-1
ASB, SNOW RELIGHT, WALK LIGHTING CLEARING AND GRUBBING
SECTION 31 1413
TOPSOIL STRIPPING AND STOCKPILING
PART 1 -GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Strip and stockpile acceptable topsoil as described in Contract Documents.
B. Related Sections:
1. Section 310501: Common Earthwork Requirements.
1.2 DEFINITIONS
A. Existing topsoil is defined as total amount of soil stripped and stored for reuse, less vegetation layer
stripped and disposed of as specified in Paragraphs below.
PART 2 - PRODUCTS: Not Used
PART 3 - EXECUTION
3.1 PERFORMANCE
A. Strip existing vegetation layer 4 -inches deep minimum from areas of site to receive structures and
remove from site before stripping topsoil for storage and reuse.
B. After stripping vegetation layer, strip existing topsoil additional 12- inches deep minimum from areas o
site to receive structures and store on site for Owner's use.
1. Existing topsoil is property of Owner with restriction that topsoil is to be used first for non-
structural fill and backfill. I
2. After Project fill and backfill requirements are satisfied, move excess existing topsoil to location
on Campus indicated by Owner. Do not remove existing topsoil from site.
END OF SECTION
2008 CNA ELECTRICAL UPGRADES 7/7/2008 31 1413 -
ASB, SNOW RELIGHT, WALK LIGHTING TOPSOIL STRIPPING AND STOCKPILING
SECTION 31 2213
ROUGH GRADING
PART 1 -GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Perform rough grading work required to prepare site for construction as described in Contract
Documents.
B. Related Sections:
1. Section 31 0501: Common Earthwork Requirements
1.2 QUALITY ASSURANCE
A. Pre -Installation Conference:
1. Schedule conference after completion of site clearing but before beginning grading work.
2. Identify benchmark to be used in establishing grades and review Contract Document
requirements for grades, fill materials, and topsoil.
3. Examine site to pre -plan procedures for making cuts, placing fills, and other necessary work.
PART2-PRODUCTS
2.1 MATERIALS
A. Materials used for fill shall be as specified for backfill in Section 31 2323.
PART 3 - EXECUTION
3.1 PREPARATION
A. Before making cuts, remove topsoil over areas to be cut and filled that was not previously removed by
stripping specified in Section 31 1413. Stockpile this additional topsoil with previously stripped topsoil.
3.2 PERFORMANCE
A. Site Tolerances:
1. Maximum variation from required grades shall be 1/10 of one foot.
B. When existing grade around existing plants to remain is higher than new finish grade, perform
regrading by hand. Do not expose or damage shrub or tree roots.
C. Compact fills as specified in Section 31 2323.
D. If soft spots, water, or other unusual and unforeseen conditions affecting grading requirements are
encountered, stop work and notify Architect.
END OF SECTION
2008 CNA ELECTRICAL UPGRADES 7/7/2008 31 2213-1
ASB, SNOW RELIGHT, WALK LIGHTING ROUGH GRADING
SECTION 31 2216
FINE GRADING
PART1-GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Perform fine grading work required to prepare site for landscape finish grading.
B. Related Sections:
1. Section 31 0501: Common Site Construction Requirements.
2. Section 31 1413: Stripping and storing of existing topsoil.
1.2 QUALITY ASSURANCE
A. Pre -Installation Conference: Participate in pre -installation conference specified in Section 312213.
PART 2 - PRODUCTS - Not Used
PART 3 - EXECUTION
3.1 EXAMINATION
A. Do not commence work of this Section until grading tolerances specified in Section 312213 are met.
3.2 PREPARATION
A. Protection: Protect utilities and site elements from damage.
B. Surface Preparation:
1. Before grading, dig out weeds from planting areas by their roots and remove from site. Remove
rocks larger than 1-1/2 inches in size and foreign matter such as building rubble, wire, cans,
sticks, concrete, etc.
2. Remove imported base material present in planting areas down to natural subgrade or other
material acceptable to Architect.
3. Limit use of heavy equipment to areas no closer than 6 feet from building or other permanent
structures
3.3 PERFORMANCE
A. Site Tolerances:
1. Maximum variation from required grades shall be 1/10 of one foot.
2. To allow for final finish grades of planting areas, fine grade elevations before placing topsoil are:
a. Shrub Areas: 16 inches below top of walk or curb.
B. Do not expose or damage existing shrub or tree roots.
2008 CNA ELECTRICAL UPGRADES 7/7/2008 31 2216-1
ASB, SNOW RELIGHT, WALK LIGHTING FINE GRADING
C. Redistribute approved existing topsoil stored on site as a result of work of Section 31 1413. Remove
organic material, rocks and clods greater than 1-1/2 inch in any dimension, and other objectionable
materials.
D. Slope grade away from building for 12 feet minimum from walls at slope of 1/2 inch in 12 inches
minimum unless otherwise noted. Direct surface drainage in manner indicated on Drawings by
molding surface to facilitate natural run-off of water. Fill low spots and pockets with specified fill
material and grade to drain properly.
END OF SECTION
2008 CNA ELECTRICAL UPGRADES 7/7/2008 31 2216-2
ASB, SNOW RELIGHT, WALK LIGHTING FINE GRADING
SECTION 31 2316
EXCAVATION
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Perform Project excavating and trenching as described in Contract Documents, except as
specified below.
2. Procedure and quality for excavating and trenching performed on Project under other Sections
unless specifically specified otherwise.
B. Related Sections:
1. Section 310501: Common Earthwork Requirements.
2. Section 31 1100: Clearing and Grubbing.
3. Performance of excavating inside and outside of building required for electrical and mechanical
work is responsibility of respective Section doing work unless arranged differently by Contractor.
1.2 QUALITY ASSURANCE
A. Pre -Installation Conference: Participate in pre -installation conference specified in Section 312213.
PART 2 - PRODUCTS: Not Used
PART 3 - EXECUTION
3.1 EXAMINATION
A. Carefully examine site and available information to determine type soil to be encountered. Discuss
problems with Architect before proceeding with work.
3.2 PREPARATION
A. Protection of Existing Utilities:
1. Protect existing utilities identified in Contract Documents during excavation.
2. If existing utility lines not identified in Contract Documents are encountered, contact Architect
before proceeding.
3.3 PERFORMANCE
A. Excavation:
1. Footings And Foundations:
a. Excavate as necessary for proper placement and forming of footings and foundations.
b. Bottom of excavations to receive footings shall be undisturbed soil.
c. Excavation Carried Deeper Than Required:
1) Under Footings: Fill with concrete specified for footings.
2) Under Pads: Use specified compacted backfill material.
2. Miscellaneous Cast -In -Place Concrete:
2008 CNA ELECTRICAL UPGRADES 7/7/2008 31 2316-
ASB,
316-ASB, SNOW RELIGHT, WALK LIGHTING EXCAVATIOf
a. Excavate as necessary for proper placement and forming of concrete elements. Remove
vegetation and deleterious material and remove from site.
b. Backfill over -excavated areas with compacted base material specified in Section 312324.
c. Remove and replace exposed material that becomes soft or unstable.
3. Utility Trenches:
a. Okland Construction will perform utility trenching required from the Smith Building to the
mechanical equipment enclosure located at the Manwaring Center addition. Notify Architect
immediately if trenching does not comply with the following:
1) Unless otherwise indicated, excavation shall be open cut. Short sections of trench may
be tunneled if pipe or duct can be safely and properly installed and backfill can be
properly tamped in tunnel sections and if approved by Architect.
2) Excavate to proper alignment, depth, and grade. Excavate to sufficient width to allow
adequate space for proper installation and inspection of utility piping.
3) If trenches are excavated deeper than required, backfill until trench bottom is proper
depth with properly compacted native material.
4) Pipe 4 Inches In Diameter Or Larger:
a) Grade bottom of trenches to provide uniform bearing and support for each section
of pipe on undisturbed soil at every point along its length.
b) Except where rock is encountered, take care not to excavate below depths
indicated.
1. Where rock excavations are required, excavate rock with minimum over -depth
of 4 inches below required trench depths.
2. Backfill over -depths in rock excavation and unauthorized over -depths with
loose, granular, moist earth, thoroughly compacted.
c) Whenever wet or unstable soil incapable of properly supporting pipe, as
determined by Architect, occurs in bottom of trench, remove soil to depth required
and backfill trench to proper grade with coarse sand, fine gravel, or other suitable
material acceptable to Architect.
4. If unusual excavating conditions are encountered, stop work and notify Architect.
3.4 REPAIR/ RESTORATION
A. Repair damage to other portions of the Work resulting from work of this Section at no additional cost to
Owner. On new work, arrange for damage to be repaired by original installer.
3.5 CLEANING
A. Except as specified in Section 31 1413, debris and material not necessary for Project are property of
Contractor and are to be removed before completion of Project. However, if material necessary for
Project is hauled away, replace with specified fill / backfill material.
END OF SECTION
2008 CNA ELECTRICAL UPGRADES 7/7/2008 31 2316-2
ASB, SNOW RELIGHT, WALK LIGHTING EXCAVATION
SECTION 31 2323
FILL
PART 1 -GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Perform Project backfilling and compacting as described in Contract Documents, except as
specified below.
2. Procedure and quality for backfilling and compacting performed on Project under other Sections
unless specifically specified otherwise.
B. Related Sections:
1. Section 310501: Common Earthwork Requirements.
2. Performance of backfilling and compacting inside and outside of building required for electrical
and mechanical work is responsibility of respective Section doing work unless arranged different[
by Contractor.
1.2 REFERENCES
A. American Society For Testing And Materials:
1. ASTM D 1557-02, 'Test Method for Laboratory Compaction Characteristics of Soil Using Modifiec
Effort.'
2. ASTM D 2216-98, 'Standard Test Method for Laboratory Determination of Water (Moisture)
Content of Soil and Rock.'
3. ASTM D 2487-00, 'Standard Classification of Soils for Engineering Purposes (Unified Soil
Classification System).'
4. ASTM D 2922-01, 'Standard Test Methods for Density of Soil and Soil -Aggregate in Place by
Nuclear Methods (Shallow Depth).'
5. ASTM D 3017-01, 'Standard Test Method for Water Content of Soil and Rock in Place by Nuclea',
Methods (Shallow Depth).'
1.3 DEFINITIONS
A. Relative Compaction: Ratio of field dry density as determined by ASTM D 2922 and ASTM D 3017 or
2216, and laboratory maximum dry density as determined by ASTM D 1557.
1.4 QUALITY ASSURANCE
A. Pre -Installation Conference: Participate in pre -installation conference specified in Section 312213.
1.5 SEQUENCING
A. Before backfilling, show utility and service lines being covered on record set of Drawings. Do not
backfill until utilities involved have been tested and approved by Architect and until instructed by
Architect.
2008 CNA ELECTRICAL UPGRADES 7/7/2008 31 2323-
ASB,
323-ASB, SNOW RELIGHT, WALK LIGHTING FILI
PART 2 -PRODUCTS
2.1 MATERIALS
A. Site Material: Existing excavated material on site is suitable for use as fill and backfill to meet Project
requirements.
B. Imported Fill / Backfill:
1. Well graded material conforming to ASTM D 2487 free from debris, organic material, frozen
materials, brick, lime, concrete, and other material which would prevent adequate performance of
backfill.
a. Under Mechanical Equipment Enclosures: Fill shall comply with soil classification groups
GW, GP, GM, SW, SP, or SM. Fill may not contain stones over 6 inches diameter and 90
percent minimum of fill shall be smaller than 1-1/2 inch in any direction.
b. Under Landscaped Areas:
1) Fill more than 36 inches below finish grade shall comply with soil classification groups
GW, GP, GM, SW, SP, or SM. Fill may not contain stones over 6 inches diameter and
90 percent minimum of fill shall be smaller than 1-1/2 inch in any direction.
2) Fill less than 36 inches below finish grade shall comply with soil classification groups
SW, SP, SM, or SC. Fill may not contain stones larger than 1-1/2 inches in any
direction and 90 percent minimum of fill shall be smaller than 3/8 inch in any direction.
PART 3 - EXECUTION
3.1 PREPARATION
A. Before placing fill, base, or finish work, prepare sub -grade as follows:
1. Do not place fill or base over frozen sub -grade.
2. Under Pads and Concrete Site Elements: Scarify sub -grade 6 inches deep, moisture condition to
uniform moisture content of between optimum and 4 percent over optimum, and mechanically
tamp 6 inches deep to 90 percent minimum of relative compaction.
3. Landscape Areas: Compact sub -grade to 85 percent relative compaction.
3.2 PERFORMANCE
A. Fill / Backfill:
1. General:
a. Around Buildings And Structures: Slope grade away from building as specified in Section 31
2216. Hand backfill when close to building or where damage to building might result.
b. Site Utilities:
1) Okland Construction will perform backfill of utility trenching required from the Smith
Building to the mechanical equipment enclosure located at the Manwaring Center
addition. Notify Architect immediately if backfill does not comply with the following:
a) In Landscape Areas: Use backfill consisting of on-site soil.
b) Under Concrete Site Elements: Extend excavatable slurry fill / backfill to elevation
of subgrade. Do not place base material until excavatable slurry fill / backfill has
cured 72 hours.
c. Do not use puddling or jetting to consolidate fill areas.
2. Compacting:
a. Fill / Backfill And Base:
1) Under Pads: Place in 8 inch maximum layers, moisture condition to plus or minus 2
percent of optimum moisture content, and mechanically tamp to 95 percent minimum of
maximum density as established by ASTM D 1557.
2008 CNA ELECTRICAL UPGRADES 7/7/2008 31 2323-2
ASB, SNOW RELIGHT, WALK LIGHTING FILL
2) Under Concrete Site Elements And Around Foundation Walls: Place in 8 inch 200 mm
maximum layers, dampen but do not soak, and mechanically tamp to 90 percent
minimum of maximum density as established by ASTM D 1557.
3) Utility Trenches:
a) Okland Construction will perform backfill of utility trenching required from the Smith
Building to the mechanical equipment enclosure located at the Manwaring Center
addition. Notify Architect immediately if backfill does not comply with the following:
1. In Landscape Areas: Use backfill consisting of on-site soil
2. Site: Place fill in 12 inch layers and moisture condition to plus or minus 2
percent of optimum moisture content. Compact fill to 90 percent minimum
relative compaction to within 12 inches of finish grade. Compact fill above 12
inches to 85 percent relative compaction.
3. Under Slabs: Place fill in 6 inch layers, moisture condition to plus or minus 2
percent of optimum moisture content, and compact to 95 percent minimum
relative compaction to within 4 inches of finish grade. Final 4 inches of fill sha
be granular base as specified in Section 312324.
4) Fill Slopes: Compact by rolling or using sheepsfoot roller.
5) Backfill Under Footings: Not allowed.
6) Other Backfills: Place other fills in 12 inch layers and compact to 90 percent relative j
compaction. j
3.3 REPAIR/ RESTORATION
A. Repair damage to other portions of the Work resulting from work of this Section at no additional cost t
Owner. On new work, arrange for damage to be repaired by original installer.
3.4 CLEANING
A. Except as specified in Section 31 1413, debris and material not necessary for Project are property of
Contractor and are to be removed before completion of Project. However, if material necessary for
Project is hauled away, replace with specified fill / backfill material.
END OF SECTION
2008 CNA ELECTRICAL UPGRADES 7/7/2008 31 2323 -
ASB, SNOW RELIGHT, WALK LIGHTING FIL
DIVISION 32: EXTERIOR IMPROVEMENTS
323000 SITE IMPROVEMENTS -
32 3113 CHAIN LINK FENCES AND GATES r
END OF TABLE OF CONTENTS
2008 CNA ELECTRICAL UPGRADES 7/7/2008 32 0000 - 1
ASB, SNOW RELIGHT, WALK LIGHTING TABLE OF CONTENTS
SECTION 32 3113
CHAIN LINK FENCES AND GATES
PART 1 -GENERAL
1.1
1.2
SUMMARY
A. Includes But Not Limited To:
1. Furnish and install complete fence and gates as described in Contract Documents.
B. Related Sections:
1. Section 03 3053:
2. Section 05 0503:
3. Section 05 0523:
REFERENCES
Setting sleeves in retaining walls.
Priming and galvanizing repair.
Welding requirements.
A. American Society For Testing And Materials:
1. ASTM A 123-02, 'Standard Specification for Zinc (Hot -Dip Galvanized) Coatings on Iron and Steel
Products.'
2. ASTM A 153-01 a, 'Standard Specification for Zinc Coating (Hot -Dip) on Iron and Steel Hardware.'
3. ASTM A 392-03, 'Standard Specification for Zinc -Coated Steel Chain -Link Fence Fabric.'
4. ASTM A 1011-03a, 'Standard Specification Steel, Sheet and Strip, Hot -Rolled, Carbon, Structural,
High -Strength Low -Alloy and High -Strength Low -Alloy with Improved Formability.'
5. ASTM C 1107-02, 'Standard Specification for Packaged Dry, Hydraulic -Cement Grout (Nonshrink).'
6. ASTM F 1043-00, 'Standard Specification for Strength and Protective Coatings on Metal Industrial
Chain Link Fence Framework.'
7. ASTM F 1083-97 (2003), 'Standard Specification for Pipe, Steel, Hot -Dipped Zinc -Coated (Galvanized)
Welded, for Fence Structures.'
1.3 SUBMITTALS
A. Samples: Types of vision slats and colors for Architect's selection.
PART 2 -PRODUCTS
2.1 MATERIALS
A. Post Setting Grout at Sleeves:
1. Commercial nonshrink grout conforming to requirements of ASTM C 1107, Type B or C.
2. Type Two Approved Products:
a. Normal Construction Grout A by W R Bonsal, Charlotte, NC www.bonsal.com.
b. Advantage 1107 Grout by Dayton Superior, Miamisburg, OH www.daytonrichmond.com.
c. NS Grout by Euclid Chemical Co, Cleveland, OH www.euclidchemical.com.
d. 5 Star Special Grout 110 by Five Star Products Inc, Fairfield, CT www.fivestarproducts.com.
e. Duragrout by L&M Construction Chemicals Inc, Omaha, NE www.imcc.com.
f. Masterflow, 713 Pre -mixed Grout by Master Builders, Cleveland, OH www.masterbuilders.com.
g. Tamms Grout 621 by TAMMS Industries, Mentor, OH www.tamms.com.
h. U S Spec MP Grout by U S Mix Products Co www.usspec.com.
i. CG -86 Grout by W R Meadows, Elgin, IL www.wrmeadows.com.
j. Equal as approved by Architect before use. See Section 016200.
2008 CNA ELECTRICAL UPGRADES 7/7/2008 323113-1
ASB, SNOW RELIGHT, WALK LIGHTING CHAIN LINK FENCES AND GATES
P*4WK8]irilZirkF1 Tkbd
A. Fabric:
1. Chain link fabric of 9 ga wire, galvanized before or after weaving with 1.2 ounce zinc coating
conforming to requirements of ASTM A 392, Class 1
2. 2 inch square or 3-1/2 inch by 5 inch mesh as selected by Architect or as required by specified vision
slat.
3. Knuckle both selvages.
B. Framework:
1. Posts and rails shall be roll -formed, self -draining shapes meeting strength requirements of
ASTM F 669, Table 3, and with 2 ounce zinc coating per sq ft of surface area conforming to
ASTM A 123.
2. Line Posts:
a. 2.25 by 1.70 inch 57 by 43 mm C-section meeting other requirements given above.
b. 2.875 inch 48 mm outside diameter Schedule 40 tubular section weighing 5.79 lbs/lin ft meeting
requirements of ASTM F 1083.
c. 2.875 inch 48 mm outside diameter Schedule 40 tubular section weighing 4.64 lbs/lin ft formed
from steel meeting requirements of ASTM A 1011.
3. Terminal And Gate Posts:
a. Gate Posts for supporting single gate leaf, or one leaf of a double gate installation, for nominal
pate widths over 6 feet:
4. Top And Brace Rail:
a. 1.625 by 1.25 inch roll formed section of 45,000 psi yield strength channel shaped rail with
minimum theoretical bending strength of 247 pounds on 10 foot midpoint load.
b. 1.660 inch outside diameter Schedule 40 pipe weighing 2.27 lbs/lin ft meeting requirements of
ASTM F 1083.
C. 1.660 inch outside diameter Schedule 40 tubular section weighing 1.84 lbs/lin ft formed from ste,
meeting requirements of ASTM A 1011.
5. Fittings: Pressed steel or malleable iron, hot -dip galvanized conforming to ASTM A 153. Tie wires
shall be 12 ga minimum galvanized steel or 9 ga minimum aluminum wire.
6. Tension Wire: 7 ga minimum galvanized spring steel.
C. Gate Leafs Wider Than 6 Feet:
1. Fabricate perimeter frames from metal and finish to match fence framework. Assemble frames by
welding or with special fittings and rivets, for rigid connections, providing security against removal or
breakage connections.
a. Provide same fabric as for fence. Install fabric with stretcher bars at vertical edges and at top ar
bottom edges. Attach stretchers bars to frame at not more than 15 inches on center.
b. Install diagonal cross -bracing consisting of 3/8 inch diameter adjustable length truss rods to
ensure frame rigidity without sag or twist.
2. Swing Gates: Fabricate perimeter frames of minimum 1.90 inch OD pipe.
3. Gate Hardware: Provide hardware and accessories for each gate, galvanized per ASTM A 153, and i
accordance with following:
a. Hinges: Size and material to suit gate size, non -lift-off type, offset to permit 180 degree gate
opening. Provide 1-1 /2 pair of hinges for each leaf over 6 foot nominal height.
b. Latch At Concrete: Forked type or plunger -bar type to permit operation from either side of gate,
with padlock eye as integral part of latch.
4. Double Gates: Provide gate stops for double gates, consisting of mushroom type flush plate with
anchors, set in concrete, and designed to engage center drop rod or plunger bar. Include locking
device and padlock eyes as integral part of latch, permitting both gate leaves to be locked with single
padlock.
D. Vision Slats:
1. High-density polyethylene (HDPE), double -walled, self-locking or with locking feature that prevents
slats from being removed.
2. Color: As selected by Architect from Manufacturer's standard colors
3. When installed, slats will provide 98 percent minimum visual privacy / security.
4. Category Four Approved Product. See Section 016200 for definitions of Categories.
2008 CNA ELECTRICAL UPGRADES 7/7/2008 323113-
ASB,
23113-
ASB, SNOW RELIGHT, WALK LIGHTING CHAIN LINK FENCES AND GATE
Leaf Width Post Outside Diameter
Lbs /lin ft
Over 6 Ft to 13 Ft 4 Inches
9.11
Over 13 Ft to 18 Ft 6.625 Inches
18.97
4. Top And Brace Rail:
a. 1.625 by 1.25 inch roll formed section of 45,000 psi yield strength channel shaped rail with
minimum theoretical bending strength of 247 pounds on 10 foot midpoint load.
b. 1.660 inch outside diameter Schedule 40 pipe weighing 2.27 lbs/lin ft meeting requirements of
ASTM F 1083.
C. 1.660 inch outside diameter Schedule 40 tubular section weighing 1.84 lbs/lin ft formed from ste,
meeting requirements of ASTM A 1011.
5. Fittings: Pressed steel or malleable iron, hot -dip galvanized conforming to ASTM A 153. Tie wires
shall be 12 ga minimum galvanized steel or 9 ga minimum aluminum wire.
6. Tension Wire: 7 ga minimum galvanized spring steel.
C. Gate Leafs Wider Than 6 Feet:
1. Fabricate perimeter frames from metal and finish to match fence framework. Assemble frames by
welding or with special fittings and rivets, for rigid connections, providing security against removal or
breakage connections.
a. Provide same fabric as for fence. Install fabric with stretcher bars at vertical edges and at top ar
bottom edges. Attach stretchers bars to frame at not more than 15 inches on center.
b. Install diagonal cross -bracing consisting of 3/8 inch diameter adjustable length truss rods to
ensure frame rigidity without sag or twist.
2. Swing Gates: Fabricate perimeter frames of minimum 1.90 inch OD pipe.
3. Gate Hardware: Provide hardware and accessories for each gate, galvanized per ASTM A 153, and i
accordance with following:
a. Hinges: Size and material to suit gate size, non -lift-off type, offset to permit 180 degree gate
opening. Provide 1-1 /2 pair of hinges for each leaf over 6 foot nominal height.
b. Latch At Concrete: Forked type or plunger -bar type to permit operation from either side of gate,
with padlock eye as integral part of latch.
4. Double Gates: Provide gate stops for double gates, consisting of mushroom type flush plate with
anchors, set in concrete, and designed to engage center drop rod or plunger bar. Include locking
device and padlock eyes as integral part of latch, permitting both gate leaves to be locked with single
padlock.
D. Vision Slats:
1. High-density polyethylene (HDPE), double -walled, self-locking or with locking feature that prevents
slats from being removed.
2. Color: As selected by Architect from Manufacturer's standard colors
3. When installed, slats will provide 98 percent minimum visual privacy / security.
4. Category Four Approved Product. See Section 016200 for definitions of Categories.
2008 CNA ELECTRICAL UPGRADES 7/7/2008 323113-
ASB,
23113-
ASB, SNOW RELIGHT, WALK LIGHTING CHAIN LINK FENCES AND GATE
a. Fin 2000.
5. Type Two Acceptable Manufacturers:
a. Slats: SlatSource, Hyde Park, UT www.eprivacylink.com.
b. Fabric with Pre -Inserted Slats: Privacyl-ink, Hyde Park, UT www.eprivacylink.com.
c. Equal as approved by Architect before installation. See Section 016200.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Fence shall be installed by mechanics skilled and experienced in erecting fences of this type and in
accordance with Contract Documents.
1. When general ground contour is to be followed, make changes of grade in gradual, rolling manner.
2. Evenly space posts in line of fence a maximum of 10 feet center to center.
B. Post Foundations:
1. For fences on retaining walls, provide 12 inch long sleeves to be cast into retaining wall. Set pipe in
sleeve and grout space between sleeve and post full.
C. Fence:
1. After posts have been permanently positioned and concrete cured for one week minimum, install
framework, braces, and top rail. Join top rail with 6 inch minimum couplings at not more than 21 foot
centers.
2. Stretch fabric by attaching one end to terminal post and supplying sufficient tension to other end of
stretch so slack is removed.
a. Fasten fabric to line posts with tie wires. Pass ties over one strand of fabric and hook under line
post flange.
b. Place one tie as close to bottom of fabric as is possible with additional ties equally spaced
between top and bottom band on approximately equal spacing not to exceed 14 inches on center.
c. Attach fabric to roll formed terminals by weaving fabric into integral lock loops formed in post.
Attach fabric to tubular terminals with tension bars and bands.
d. Hold fabric approximately 2 inches above finish grade line.
e. On top rail, space tie wires at no more than 24 inches on center.
f. Securely attach fittings and firmly tighten nuts.
3. Slats may either be installed by hand, or pre -inserted in fabric during manufacture.
D. Gates:
1. Weld gate frames and provide for free and easy operation.
2. Provide gate latching device with padlocking capabilities. Provide cane bolt to engage sleeve set in
concrete at double gates.
3. Align top bar of gates with top rail of fence.
4. Gates shall be plumb and on same plane as fence, both vertically and horizontally.
5. Set gate stops and other catches in concrete.
3.2 CLEANING
A. Spread dirt from foundation excavations evenly around surrounding area unless otherwise directed. Leave
area free of excess dribbles of concrete, pieces of wire, and other scrap materials.
END OF SECTION
2008 CNA ELECTRICAL UPGRADES 7/7/2008 323113-3
ASB, SNOW RELIGHT, WALK LIGHTING CHAIN LINK FENCES AND GATES
;J
BRIGHAM YOUNG
UNIVERSITY
IDAHO
0800379 I
BYUI Auxilliary Services
July 23, 2008 Building Remodel
Val Christensen, Building Official
City of Rexburg
19 East Main
Rexburg, Idaho 83440
Dear Val:
The attached documents contain several different projects, namely: Snow Building Ceiling
Replacement, Snow Building Light Replacement, Exterior Walk Lighting Replacement, and
Electrical Upgrades to the Auxiliary Services Building. All of the above -referenced projects are
maintenance projects with the exception of the electrical upgrades to the Auxiliary Services Building.
In lieu of separating the documents, we are submitting the entire set of documents and have filled
out the attached Building Permit application as though we had only submitted the drawings for the
Auxiliary Services Building.
In fine, we are only seeking a building permit for the electrical upgrades at the Auxiliary Services
Building.
Let me know if you have any concerns or comments.
Sincerely,
jedd alan walker
Campus Architect