R-1741 - 08/14/2018 - CONTRACTS - Resolutions Exhibits (2) when acceptance will require revision to the Contract Documents, whether rejection of said
substitutions is expressly identified by Architect/Engineer on Contractor's submittals or not.
F. Substitution Submittal Procedure:
1. Submit two copies of request for substitution for consideration. Submit a separate Substitution
Request Form and accompanying documentation for each proposed substitution.
2. Provide the following minimum documentation with each Substitution Request Form:
a. Product identification, manufacturer, product data including dimensions and weight,
performance and installation instructions.
b. Side-by-side itemized comparison of proposed substitution with specified product.
c. Coordination information including other modifications required as a result of proposed
substitution.
d. Cost information including the effect of the proposed substitution on the Contract Sum.
3. Sign and date the Substitution Request Form.
4. Architect/Engineer will notify submitter in writing of decision to accept or reject request.
3.02 TRANSPORTATION AND HANDLING
A. Package products for shipment in manner to prevent damage; for equipment, package to avoid
loss of factory calibration.
B. If special precautions are required, attach instructions prominently and legibly on outside of
packaging.
C. Coordinate schedule of product delivery to designated prepared areas in order to minimize site
storage time and potential damage to stored materials.
D. Transport and handle products in accordance with manufacturer's instructions.
E. Transport materials in covered trucks to prevent contamination of product and littering of
surrounding areas.
F. Promptly inspect shipments to ensure that products comply with requirements, quantities are
correct, and products are undamaged.
G. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement,
or damage.
H. Arrange for the return of packing materials, such as wood pallets, where economically feasible.
3.03 STORAGE AND PROTECTION
A. Designate receiving/storage areas for incoming products so that they are delivered according to
installation schedule and placed convenient to work area in order to minimize waste due to
excessive materials handling and misapplication.
B. Store and protect products in accordance with manufacturers' instructions.
C. Store with seals and labels intact and legible.
D. Store sensitive products in weather tight, climate controlled, enclosures in an environment
favorable to product.
PROJECT NO. 18-172-1179 0160 00-3 SECTION 0160 00
Copyright 2018 by KLUBER, INC.;All Rights Reserved PRODUCT REQUIREMENTS
E. For exterior storage of fabricated products, place on sloped supports above ground.
F. Provide bonded off-site storage and protection when site does not permit on-site storage or
protection.
G. Protect products from damage or deterioration due to construction operations, weather,
precipitation, humidity,temperature, sunlight and ultraviolet light, dirt, dust, and other
contaminants.
H. Comply with manufacturer's warranty conditions, if any.
I. Do not store products directly on the ground.
J. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to
prevent condensation and degradation of products.
K. Prevent contact with material that may cause corrosion, discoloration, or staining.
L. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement,
or damage.
M. Arrange storage of products to permit access for inspection. Periodically inspect to verify products
are undamaged and are maintained in acceptable condition.
END OF SECTION
PROJECT NO. 18-172-1179 01 6000-4 SECTION 0160 00
Copyright 2018 by KLUBER, INC.;All Rights Reserved PRODUCT REQUIREMENTS
771K
' " luber
Architects + Engineers wwwNuberinc.com
SUBSTITUTION REQUEST FORM
PROJECT: VILLAGE OF OAK BROOK—BATH &TENNIS CLUB ELECTRICAL SYSTEM UPGRADE AND
GENERATOR INSTALLATION
SPECIFIED ITEM:
Specification Section Page Paragraph Description
The undersigned requests consideration of the following:
PROPOSED SUBSTITUTION:
Attached data includes project description,specifications,drawings, photographs, performance and test data
adequate for evaluation of the request; applicable portions of the data are clearly identified.
Attached data also includes a description of changes to the Contract Documents which the proposed substitution will
require for its proper installation.
The undersigned certifies that the following paragraphs, unless modified by attachments, are correct:
1. The proposed substitution does not affect dimensions shown on drawings.
2. The undersigned will pay for changes to the building design, including engineering design, detailing, and
construction costs caused by the requested substitution.
3. The proposed substitution will have no adverse effect on other trades,the construction schedule, or
specified warranty requirements.
4. Maintenance and service parts will be locally available for the proposed substitution.
The undersigned further states that the function,appearance, and quality of the proposed substitution are equivalent
or superior to the specified item.
For Use By The Architect/Engineer:
Printed Name
❑ Accepted ❑ Accepted As Noted
Signature Date
❑ Not Accepted ❑ Received Too Late
Firm
By:
Telephone
Date:
Email
Remarks:
Kane County Office Lake County Office McLean County Office
10 South Shurnway Avenue 4212 Old Grand Ave.,Ste.101 108 E.Beaufort Street,Box 10
Batavia,Illinois 60510 Gurnee,Illinois 60031 Normal Illinois 61761
630.406 1213 847.336.3428 309.430.6460
SECTION 0170 00
EXECUTION AND CLOSEOUT REQUIREMENTS
PART1 GENERAL
1.01 SECTION INCLUDES
A. Examination, preparation, and general installation procedures.
B. Requirements for alterations work, including selective demolition.
C. Cutting and patching.
D. Cleaning and protection.
E. Starting of systems and equipment.
F. Demonstration and instruction of Owner personnel.
G. Closeout procedures, except payment procedures.
1.02 RELATED REQUIREMENTS
A. Section 0130 00-Administrative Requirements: Submittals procedures.
B. Section 0178 00-Closeout Submittals: Project record documents, operation and maintenance
data, warranties and bonds.
C. Section 0179 00- Demonstration and Training: Demonstration of products and systems to be
commissioned and where indicated in specific specification sections
1.03 SUBMITTALS
A. See Section 0130 00-Administrative Requirements, for submittal procedures.
B. Cutting and Patching: Submit written request in advance of cutting or alteration that affects:
1. Structural integrity of any element of Project.
2. Integrity of weather exposed or moisture resistant element.
3. Efficiency, maintenance, or safety of any operational element.
4. Visual qualities of sight exposed elements.
1.04 PROJECT CONDITIONS
A. Dust Control: Execute work by methods to minimize raising dust from construction operations.
Provide positive means to prevent air-borne dust from dispersing into atmosphere and over
adjacent property.
1. Provide dust-proof barriers between construction areas and areas continuing to be occupied by
Owner.
B. Noise Control: Provide methods, means, and facilities to minimize noise produced by construction
operations.
C. Pest and Rodent Control: Provide methods, means, and facilities to prevent pests and insects
from damaging the work.
PROJECT NO. 18-172-1179 01 70 00-1 SECTION 0170 00
Copyright 2018 by KLUBER,INC.,All Rights Reserved EXECUTION AND CLOSEOUT REQUIREMENTS
D. Rodent Control: Provide methods, means, and facilities to prevent rodents from accessing or
invading premises.
E. Pollution Control: Provide methods, means, and facilities to prevent contamination of soil, water,
and atmosphere from discharge of noxious, toxic substances, and pollutants produced by
construction operations. Comply with federal, state, and local regulations.
1.05 COORDINATION
A. Coordinate scheduling, submittals, and work of the various sections of the Project Manual to
ensure efficient and orderly sequence of installation of interdependent construction elements, with
provisions for accommodating items installed later.
B. Notify affected utility companies and comply with their requirements.
C. Verify that utility requirements and characteristics of new operating equipment are compatible with
building utilities. Coordinate work of various sections having interdependent responsibilities for
installing, connecting to, and placing in service, such equipment.
D, Coordinate space requirements, supports, and installation of mechanical and electrical work that
are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit,
as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to
maximize accessibility for other installations, for maintenance, and for repairs.
E. Coordinate completion and clean-up of work of separate sections.
PART 2 PRODUCTS
2.01 PATCHING MATERIALS
A. New Materials: As specified in product sections; match existing products and work for patching
and extending work.
B. Type and Quality of Existing Products: Determine by inspecting and testing products where
necessary, referring to existing work as a standard.
C. Product Substitution: For any proposed change in materials, submit request for substitution
described in Section 0160 00.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent work.
Start of work means acceptance of existing conditions.
B. Verify that existing substrate is capable of structural support or attachment of new work being
applied or attached.
C. Examine and verify specific conditions described in individual specification sections,
D. Take field measurements before confirming product orders or beginning fabrication, to minimize
waste due to over-ordering or misfabrication.
PROJECT NO. 18-172-1179 017000-2 SECTION 0170 00
Copyright 2018 by KLUBER,INC.;All Rights Reserved EXECUTION AND CLOSEOUT REQUIREMENTS
E. Verify that utility services are available, of the correct characteristics, and in the correct locations.
F. Prior to Cutting: Examine existing conditions prior to commencing work, including elements
subject to damage or movement during cutting and patching. After uncovering existing work,
assess conditions affecting performance of work. Beginning of cutting or patching means
acceptance of existing conditions.
3.02 PREPARATION
A. Clean substrate surfaces prior to applying next material or substance.
B. Seal cracks or openings of substrate prior to applying next material or substance.
C. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to
applying any new material or substance in contact or bond.
3.03 ALTERATIONS
A. Drawings showing existing construction and utilities are based on casual field observation and
existing record documents only.
1. Verify that construction and utility arrangements are as shown.
2. Report discrepancies to Architect/Engineer before disturbing existing installation.
3. Beginning of alterations work constitutes acceptance of existing conditions.
B. Remove existing work as indicated and as required to accomplish new work.
1. Remove items indicated on drawings.
2. Relocate items indicated on drawings.
3. Where new surface finishes are to be applied to existing work, perform removals, patch, and
prepare existing surfaces as required to receive new finish; remove existing finish if necessary
for successful application of new finish.
C. Services (Including but not limited to Plumbing and Electrical): Remove, relocate, and extend
existing systems to accommodate new construction.
1. Maintain existing active systems that are to remain in operation; maintain access to equipment
and operational components; if necessary, modify installation to allow access or provide access
panel.
2. Where existing systems or equipment are not active and Contract Documents require
reactivation, put back into operational condition; repair supply, distribution, and equipment as
required.
3. Where existing active systems serve occupied facilities but are to be replaced with new
services, maintain existing systems in service until new systems are complete and ready for
service.
a. Disable existing systems only to make switchovers and connections; minimize duration of
outages.
b. Provide temporary connections as required to maintain existing systems in service.
4. Verify that abandoned services serve only abandoned facilities.
5. Remove abandoned pipe, ducts, conduits, and equipment; remove back to source of supply
where possible, otherwise cap stub and tag with identification; patch holes left by removal using
materials specified for new construction.
PROJECT NO. 18-172-1179 017000-3 SECTION 0170 00
Copyright 2018 by KLUBER, INC.;All Rights Reserved EXECUTION AND CLOSEOUT REQUIREMENTS
D. Protect existing work to remain.
1. Prevent movement of structure; provide shoring and bracing if necessary.
2. Perform cutting to accomplish removals neatly and as specified for cutting new work.
3. Repair adjacent construction and finishes damaged during removal work.
E. Adapt existing work to fit new work: Make as neat and smooth transition as possible.
F. Patching: Where the existing surface is not indicated to be refinished, patch to match the surface
finish that existed prior to cutting. Where the surface is indicated to be refinished, patch so that
the substrate is ready for the new finish.
G. Refinish existing surfaces as indicated:
1. Where rooms or spaces are indicated to be refinished, refinish all visible existing surfaces to
remain to the specified condition for each material, with a neat transition to adjacent finishes.
2. If mechanical or electrical work is exposed accidentally during the work, re-cover and refinish to
match.
H. Clean existing systems and equipment.
I. Remove demolition debris and abandoned items from alterations areas and dispose of off-site; do
not burn or bury.
J. Do not begin new construction in alterations areas before demolition is complete.
K. Comply with all other applicable requirements of this section.
3.04 CUTTING AND PATCHING
A. Whenever possible, execute the work by methods that avoid cutting or patching.
B. See Alterations article above for additional requirements.
C. Perform whatever cutting and patching is necessary to:
1. Complete the work.
2. Fit products together to integrate with other work.
3. Provide openings for penetration of mechanical, electrical, and other services.
4. Match work that has been cut to adjacent work.
5. Repair areas adjacent to cuts to required condition.
6. Repair new work damaged by subsequent work.
7. Remove samples of installed work for testing when requested.
8. Remove and replace defective and non-conforming work.
D. Execute work by methods that avoid damage to other work and that will provide appropriate
surfaces to receive patching and finishing. In existing work, minimize damage and restore to
original condition.
E. Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed without prior
approval.
F. Restore work with new products in accordance with requirements of Contract Documents.
G. Fit work air tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces.
PROJECT NO. 18-172-1179 017000-4 SECTION 0170 00
Copyright 2018 by KLUBER, INC.,All Rights Reserved EXECUTION AND CLOSEOUT REQUIREMENTS
H. At penetrations of fire rated walls, partitions, ceiling, or floor construction, completely seal voids
with fire rated material , to full thickness of the penetrated element.
I. Patching;
1. Finish patched surfaces to match finish that existed prior to patching. On continuous surfaces,
refinish to nearest intersection or natural break. For an assembly, refinish entire unit.
2. Match color, texture, and appearance.
3. Repair patched surfaces that are damaged, lifted, discolored, or showing other imperfections
due to patching work. If defects are due to condition of substrate, repair substrate prior to
repairing finish.
3.05 PROGRESS CLEANING
A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly
condition.
B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or
remote spaces, prior to enclosing the space.
C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to
eliminate dust.
D. Collect and remove waste materials, debris, and trash/rubbish from site periodically and dispose
off-site; do not burn or bury.
3.06 PROTECTION OF INSTALLED WORK
A. Protect installed work from damage by construction operations.
B. Provide special protection where specified in individual specification sections.
C. Provide temporary and removable protection for installed products. Control activity in immediate
work area to prevent damage.
D. Provide protective coverings at walls, projections,jambs, sills, and soffits of openings.
E. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement of
heavy objects, by protecting with durable sheet materials,
F. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is necessary,
obtain recommendations for protection from waterproofing or roofing material manufacturer.
G. Remove protective coverings when no longer needed; reuse or recycle plastic coverings if
possible.
3.07 SYSTEM STARTUP
A. Coordinate schedule for start-up of various equipment and systems.
B. Verify that each piece of equipment or system has been checked for proper lubrication, drive
rotation, belt tension, control sequence, and for conditions that may cause damage.
C. Verify tests, meter readings, and specified electrical characteristics agree with those required by
the equipment or system manufacturer.
PROJECT NO. 18-172-1179 017000-5 SECTION 0170 00
Copyright 2018 by KLUBER, INC.,All Rights Reserved EXECUTION AND CLOSEOUT REQUIREMENTS
D, Verify that wiring and support components for equipment are complete and tested.
E. Execute start-up under supervision of applicable Contractor personnel and manufacturer's
representative in accordance with manufacturers' instructions,
F. Submit a written report that equipment or system has been properly installed and is functioning
correctly.
3.08 DEMONSTRATION AND INSTRUCTION
A. See Section 0179 00- Demonstration and Training.
3.09 ADJUSTING
A. Adjust operating products and equipment to ensure smooth and unhindered operation.
3.10 FINAL CLEANING
A. Execute final cleaning prior to Substantial Completion.
1. Clean areas to be occupied by Owner prior to final completion before Owner occupancy,
B. Use cleaning materials that are nonhazardous.
C. Remove all labels that are not permanent. Do not paint or otherwise cover fire test labels or
nameplates on mechanical and electrical equipment.
D. Clean site; sweep paved areas, rake clean landscaped surfaces.
E. Remove waste, surplus materials, trash/rubbish, and construction facilities from the site; dispose of
in legal manner; do not burn or bury.
3.11 CLOSEOUT PROCEDURES
A. Make submittals that are required by governing or other authorities.
1. Provide copies to ArchitecVEngineer and Owner.
B. Notify Architect/Engineer when work is considered ready for Substantial Completion.
C. Submit written certification that Contract Documents have been reviewed, work has been
inspected, and that work is complete in accordance with Contract Documents and ready for
Architect/Engineer's review.
D. Correct items of work listed in executed Certificates of Substantial Completion and comply with
requirements for access to Owner-occupied areas.
E. Notify Architect/Engineer when work is considered finally complete,
F. Complete items of work determined by Architect/Engineer's final inspection.
END OF SECTION
PROJECT NO. 18-172-1179 017000-6 SECTION 0170 00
Copyright 2018 by KLUBER, INC.;All Rights Reserved EXECUTION AND CLOSEOUT REQUIREMENTS
SECTION 0178 00
CLOSEOUT SUBMITTALS
PART1 GENERAL
1.01 SECTION INCLUDES
A. Project Record Documents.
B. Operation and Maintenance Data.
C. Warranties and bonds.
1.02 RELATED REQUIREMENTS
A. Section 0130 00-Administrative Requirements: Submittals procedures, shop drawings, product
data, and samples.
B. Section 0170 00- Execution and Closeout Requirements: Contract closeout procedures.
C. Individual Product Sections: Specific requirements for operation and maintenance data.
D. Individual Product Sections: Warranties required for specific products or Work.
1.03 SUBMITTALS
A. Project Record Documents: Submit documents to Architect/Engineer with claim for final
Application for Payment.
B. Operation and Maintenance Data:
1. Submit two copies of preliminary draft or proposed formats and outlines of contents before start
of Work. Arch itecUEngineer will review draft and return one copy with comments,
2. For equipment, or component parts of equipment put into service during construction and
operated by Owner, submit completed documents within ten days after acceptance.
3. Submit one copy of completed documents 15 days prior to final inspection. This copy will be
reviewed and returned after final inspection, with Architect/Engineer comments. Revise
content of all document sets as required prior to final submission.
4. Submit two sets of revised final documents in final form within 10 days after final inspection.
C. Warranties and Bonds:
1, For equipment or component parts of equipment put into service during construction with
Owner's permission, submit documents within 10 days after acceptance.
2. Make other submittals within 10 days after Date of Substantial Completion, prior to final
Application for Payment.
3. For items of Work for which acceptance is delayed beyond Date of Substantial Completion,
submit within 10 days after acceptance, listing the date of acceptance as the beginning of the
warranty period.
PROJECT NO. 18-172-1179 01 78 00-1 SECTION 0178 00
Copyright 2018 by KLUBER, INC.;All Rights Reserved CLOSEOUT SUBMITTALS
PART 2 PRODUCTS- NOT USED
PART 3 EXECUTION
3.01 PROJECT RECORD DOCUMENTS
A. Maintain on site one set of the following record documents; record actual revisions to the Work:
1. Drawings.
2. Addenda.
3, Change Orders and other modifications to the Contract.
B. Ensure entries are complete and accurate, enabling future reference by Owner.
C. Store record documents separate from documents used for construction.
D. Record information concurrent with construction progress.
E. Record Drawings : Legibly mark each item to record actual construction including:
1. Measured horizontal and vertical locations of underground utilities and appurtenances,
referenced to permanent surface improvements.
2. Measured locations of internal utilities and appurtenances concealed in construction,
referenced to visible and accessible features of the Work.
3. Field changes of dimension and detail.
4. Details not on original Contract drawings.
3.02 OPERATION AND MAINTENANCE DATA
A. Source Data: For each product or system, list names, addresses and telephone numbers of
Subcontractors and suppliers, including local source of supplies and replacement parts.
B. Product Data: Mark each sheet to clearly identify specific products and component parts, and data
applicable to installation. Delete inapplicable information.
C. Drawings: Supplement product data to illustrate relations of component parts of equipment and
systems, to show control and flow diagrams. Do not use Project Record Documents as
maintenance drawings.
D. Typed Text: As required to supplement product data. Provide logical sequence of instructions for
each procedure, incorporating manufacturer's instructions.
3.03 OPERATION AND MAINTENANCE DATA FOR EQUIPMENT AND SYSTEMS
A. For Each Item of Equipment and Each System:
1. Description of unit or system, and component parts.
2. Identify function, normal operating characteristics, and limiting conditions.
3. Include performance curves, with engineering data and tests.
4. Complete nomenclature and model number of replaceable parts.
B. Where additional instructions are required, beyond the manufacturer's standard printed
instructions, have instructions prepared by personnel experienced in the operation and
maintenance of the specific products.
PROJECT NO. 18-172-1179 017800-2 SECTION 0178 00
Copyright 2018 by KLUBER, INC.;All Rights Reserved CLOSEOUT SUBMITTALS
C. Operating Procedures: Include start-up, break-in, and routine normal operating instructions and
sequences. Include regulation, control, stopping, shut-down, and emergency instructions. Include
summer, winter, and any special operating instructions.
D. Maintenance Requirements: Include routine procedures and guide for preventative maintenance
and troubleshooting; disassembly, repair, and reassembly instructions; and alignment, adjusting,
balancing, and checking instructions.
E. Provide servicing and lubrication schedule, and list of lubricants required.
F. Include manufacturer's printed operation and maintenance instructions.
G. Include sequence of operation by controls manufacturer.
H. Provide original manufacturer's parts list, illustrations, assembly drawings, and diagrams required
for maintenance.
I. Additional Requirements: As specified in individual product specification sections.
3.04 ASSEMBLY OF OPERATION AND MAINTENANCE MANUALS
A. Assemble operation and maintenance data into durable manuals for Owner's personnel use, with
data arranged in the same sequence as, and identified by, the specification sections.
B. Where systems involve more than one specification section, provide separate tabbed divider for
each system.
C. Prepare instructions and data by personnel experienced in maintenance and operation of
described products.
D. Prepare data in the form of an instructional manual.
E. Binders: Commercial quality, 8-112 by 11 inch three D side ring binders with durable plastic
covers; 2 inch maximum ring size. When multiple binders are used, correlate data into related
consistent groupings.
F. Cover: Identify each binder with typed or printed title OPERATION AND MAINTENANCE
INSTRUCTIONS; identify title of Project; identify subject matter of contents.
G. Project Directory: Title and address of Project; names, addresses, and telephone numbers of
Arch itect1E ng inee r, Consultants,Contractorand subcontractors, with names of responsible parties.
H. Tables of Contents: List every item separated by a divider, using the same identification as on the
divider tab; where multiple volumes are required, include all volumes Tables of Contents in each
volume, with the current volume clearly identified.
I. Dividers: Provide tabbed dividers for each separate product and system; identify the contents on
the divider tab; immediately following the divider tab include a description of product and major
component parts of equipment.
J. Text: Manufacturer's printed data, or typewritten data on 24 pound paper.
K. Drawings: Provide with reinforced punched binder tab. Bind in with text; fold larger drawings to
size of text pages.
PROJECT NO. 18-172-1179 017800-3 SECTION 0178 00
Copyright 2018 by KLUBER, INC.;All Rights Reserved CLOSEOUT SUBMITTALS
3.05 WARRANTIES AND BONDS
A. Obtain warranties and bonds, executed in duplicate by responsible Subcontractors, suppliers, and
manufacturers, within 10 days after completion of the applicable item of work. Except for items put
into use with Owner's permission, leave date of beginning of time of warranty until the Date of
Substantial completion is determined.
B. Verify that documents are in proper form, contain full information, and are notarized.
C. Co-execute submittals when required.
D. Retain warranties and bonds until time specified for submittal.
END OF SECTION
PROJECT NO. 18-172-1179 01 7800-4 SECTION 0178 00
Copyright 2018 by KLUBER, INC.,All Rights Reserved CLOSEOUT SUBMITTALS
SECTION 0179 00
DEMONSTRATION AND TRAINING
PART 1 GENERAL
1.01 SUMMARY
A. Demonstration of products and systems where indicated in specific specification sections.
B. Training of Owner personnel in operation and maintenance is required for:
1. Electrical systems and equipment.
1.02 SUBMITTALS
A. See Section 0130 00-Administrative Requirements, for submittal procedures.
B. Training Plan: Owner will designate personnel to be trained; tailor training to needs and skill-level
of attendees.
1. Submit to Architect/Engineer for transmittal to Owner.
2. Submit not less than four weeks prior to start of training.
3. Revise and resubmit until acceptable.
4. Provide an overall schedule showing all training sessions.
5. Include at least the following for each training session:
a. Identification, date, time, and duration.
b. Description of products and/or systems to be covered.
c. Name of firm and person conducting training; include qualifications.
d. Intended audience, such as job description.
e. Objectives of training and suggested methods of ensuring adequate training.
f. Methods to be used, such as classroom lecture, live demonstrations, hands-on, etc.
g. Media to be used, such a slides, hand-outs, etc.
h. Training equipment required, such as projector, projection screen, etc., to be provided by
Contractor.
C. Training Manuals: Provide training manual for each attendee; allow for minimum of two attendees
per training session.
1. Include applicable portion of 0&M manuals.
2. Include copies of all hand-outs, slides, overheads, video presentations, etc., that are not
included in 0&M manuals.
3. Provide one extra copy of each training manual to be included with operation and maintenance
data,
D. Training Reports:
1. Identification of each training session, date, time, and duration.
2. Sign-in sheet showing names and job titles of attendees.
3. List of attendee questions and written answers given, including copies of and references to
supporting documentation required for clarification; include answers to questions that could not
be answered in original training session.
E. Video Recordings: Submit digital video recording of each demonstration and training session for
Owner's subsequent use.
PROJECT NO. 18-172-1179 01 79 00-1 SECTION 0179 00
Copyright 2018 by KLUBER, INC.,All Rights Reserved DEMONSTRATION AND TRAINING
1. Format: DVD Disc.
2. Label each disc and container with session identification and date.
1.03 QUALITY ASSURANCE
A. Instructor Qualifications: Familiar with design, operation, maintenance and troubleshooting of the
relevant products and systems.
1. Provide as instructors the most qualified trainer of those contractors and/or installers who
actually supplied and installed the systems and equipment.
2. Where a single person is not familiar with all aspects, provide specialists with necessary
qualifications.
PART 2 PRODUCTS- NOT USED
PART 3 EXECUTION
3.01 DEMONSTRATION -GENERAL
A. Demonstrations conducted during system start-up do not qualify as demonstrations for the
purposes of this section, unless approved in advance by Owner.
B. Demonstration may be combined with Owner personnel training if applicable.
C. Operating Equipment and Systems: Demonstrate operation in all modes, including start-up,
shut-down, seasonal changeover, emergency conditions, and troubleshooting, and maintenance
procedures, including scheduled and preventive maintenance.
1. Perform demonstrations not less than two weeks prior to Substantial Completion.
2. For equipment or systems requiring seasonal operation, perform demonstration for other
season within six months.
D. Non-Operating Products: Demonstrate cleaning, scheduled and preventive maintenance, and
repair procedures.
1. Perform demonstrations not less than two weeks prior to Substantial Completion.
3.02 TRAINING - GENERAL
A. Conduct training on-site unless otherwise indicated.
B. Owner will provide classroom and seating at no cost to Contractor.
C. Provide training in minimum two hour segments.
D. Training schedule will be subject to availability of Owner's personnel to be trained; re-schedule
training sessions as required by Owner; once schedule has been approved by Owner failure to
conduct sessions according to schedule will be cause for Owner to charge Contractor for
personnel "show-up"time.
E. Review of Facility Policy on Operation and Maintenance Data: During training discuss:
1. The location of the 0&M manuals and procedures for use and preservation; backup copies.
2. Typical contents and organization of all manuals, including explanatory information, system
narratives, and product specific information.
3. Typical uses of the 0&M manuals.
PROJECT NO. 18-172-1179 017900-2 SECTION 0179 00
Copyright 2018 by KLUBER, INC.;All Rights Reserved DEMONSTRATION AND TRAINING
F. Product- and System-Specific Training:
1. Review the applicable 0&M manuals.
2. For systems, provide an overview of system operation, design parameters and constraints, and
operational strategies.
3. Review instructions for proper operation in all modes, including start-up, shut-down, seasonal
changeover and emergency procedures, and for maintenance, including preventative
maintenance.
4. Provide hands-on training on all operational modes possible and preventive maintenance.
5. Emphasize safe and proper operating requirements; discuss relevant health and safety issues
and emergency procedures.
6. Discuss common troubleshooting problems and solutions.
7. Discuss any peculiarities of equipment installation or operation.
8. Discuss warranties and guarantees, including procedures necessary to avoid voiding coverage.
9. Review recommended tools and spare parts inventory suggestions of manufacturers.
10.Review spare parts and tools required to be furnished by Contractor.
11.Review spare parts suppliers and sources and procurement procedures.
G. Be prepared to answer questions raised by training attendees; if unable to answer during training
session, provide written response within three days.
END OF SECTION
PROJECT NO. 18-172-1179 01 7900-3 SECTION 0179 00
Copyright 2018 by KLUBER, INC.:All Rights Reserved DEMONSTRATION AND TRAINING
SECTION 0310 00
CONCRETE FORMING AND ACCESSORIES
PART1 GENERAL
1.01 SECTION INCLUDES
A. Formwork for cast-in place concrete, with shoring, bracing and anchorage.
B. Openings for other work.
C. Form accessories.
D. Form stripping.
1.02 RELATED REQUIREMENTS
A. Section 03 20 00- Concrete Reinforcing.
B. Section 03 30 00 - Cast-in-Place Concrete.
1.03 REFERENCE STANDARDS
A. ACI 117- Standard Specifications for Tolerances for Concrete Construction and Materials; 2010.
B. ACI 301 - Specifications for Structural Concrete; 2010 (Errata 2012).
C. ACI 318- Building Code Requirements for Structural Concrete and Commentary; 2014 (Errata
2016).
D. ACI 347R- Guide to Formwork for Concrete; 2014.
E. PS 1 - Structural Plywood; 2009.
1.04 DESIGN REQUIREMENTS
A. Design, engineer and construct formwork, shoring and bracing to conform to design and code
requirements; resultant concrete to conform to required shape, line and dimension.
1.05 QUALITY ASSURANCE
A. Perform work of this section in accordance with ACI 347, ACI 301, and ACI 318.
PART 2 PRODUCTS
2.01 FORMWORK- GENERAL
A. Provide concrete forms, accessories, shoring, and bracing as required to accomplish cast-in-place
concrete work.
B. Design and construct to provide resultant concrete that conforms to design with respect to shape,
lines, and dimensions.
C. Chamfer outside corners of beams,joists, columns, and walls.
D. Comply with applicable State and local codes with respect to design, fabrication, erection, and
removal of formwork.
PROJECT NO. 18-172-1179 03 10 00-1 SECTION 03 10 00
Copyright 2018 by KLUBER, INC.;All Rights Reserved CONCRETE FORMING AND ACCESSORIES
E. Comply with relevant portions of ACI 347, ACI 301, and ACI 318.
2.02 WOOD FORM MATERIALS
A. Form Materials: At the discretion of the Contractor.
2.03 FORMWORK ACCESSORIES
A. Form Release Agent: Capable of releasing forms from hardened concrete without staining or
discoloring concrete or forming bugholes and other surface defects, compatible with concrete and
form materials, and not requiring removal for satisfactory bonding of coatings to be applied.
1. Composition: Colorless mineral oil-based compound.
2. Do not use materials containing diesel oil or petroleum-based compounds.
B. Filler Strips for Chamfered Corners: Rigid plastic type; 3/4 x 3/4 inch size; maximum possible
lengths.
C. Nails, Spikes, Lag Bolts, Through Bolts, Anchorages: Sized as required, of sufficient strength and
character to maintain formwork in place while placing concrete.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify lines, levels and centers before proceeding with formwork. Ensure that dimensions agree
with drawings.
3.02 ERECTION - FORMWORK
A. Erect formwork, shoring and bracing to achieve design requirements, in accordance with
requirements of ACI 301.
B. Provide bracing to ensure stability of formwork. Shore or strengthen formwork subject to
overstressing by construction loads.
C. Arrange and assemble formwork to permit dismantling and stripping. Do not damage concrete
during stripping. Permit removal of remaining principal shores.
D. Align joints and make watertight. Keep form joints to a minimum.
E. Obtain approval before framing openings in structural members that are not indicated on drawings.
F. Provide fillet and chamfer strips on external corners of exposed corners.
G. Coordinate this section with other sections of work that require attachment of components to
formwork.
H. If formwork is placed after reinforcement, resulting in insufficient concrete cover over
reinforcement, request instructions from Architect/Engineer before proceeding.
3.03 APPLICATION - FORM RELEASE AGENT
A. Apply form release agent on formwork in accordance with manufacturer's recommendations.
B. Apply prior to placement of reinforcing steel, anchoring devices, and embedded items,
PROJECT NO. 18-172-1179 03 1000-2 SECTION 03 10 00
Copyright 2018 by KLUBER, INC.;All Rights Reserved CONCRETE FORMING AND ACCESSORIES
C. Do not apply form release agent where concrete surfaces will receive special finishes or applied
coverings that are affected by agent. Soak inside surfaces of untreated forms with clean water.
Keep surfaces coated prior to placement of concrete.
3.04 INSERTS, EMBEDDED PARTS, AND OPENINGS
A. Provide formed openings where required for items to be embedded in passing through concrete
work.
B. Locate and set in place items that will be cast directly into concrete.
C. Coordinate with work of other sections in forming and placing openings, slots, reglets, recesses,
sleeves, bolts, anchors, other inserts, and components of other work.
D. Install accessories in accordance with manufacturer's instructions, so they are straight, level, and
plumb. Ensure items are not disturbed during concrete placement.
E. Close temporary openings with tight fitting panels, flush with inside face of forms, and neatly fitted
so joints will not be apparent in exposed concrete surfaces.
3.05 FORM CLEANING
A. Clean forms as erection proceeds, to remove foreign matter within forms.
B. Clean formed cavities of debris prior to placing concrete.
1. Flush with water or use compressed air to remove remaining foreign matter. Ensure that water
and debris drain to exterior through clean-out ports.
2, During cold weather, remove ice and snow from within forms. Do not use de-icing salts. Do
not use water to clean out forms, unless formwork and concrete construction proceed within
heated enclosure. Use compressed air or other means to remove foreign matter.
3.06 FORMWORK TOLERANCES
A. Construct formwork to maintain tolerances required by ACI 117, unless otherwise indicated.
3.07 FIELD QUALITY CONTROL
A. Inspect erected formwork, shoring, and bracing to ensure that work is in accordance with formwork
design, and to verify that supports, fastenings, wedges, ties, and items are secure,
B. Do not reuse wood formwork more than 2 times for concrete surfaces to be exposed to view. Do
not patch formwork.
3.08 FORM REMOVAL
A. Do not remove forms or bracing until concrete has gained sufficient strength to carry its own
weight and imposed loads.
B. Loosen forms carefully. Do not wedge pry bars, hammers, or tools against finish concrete
surfaces scheduled for exposure to view.
C. Store removed forms to prevent damage to form materials or to fresh concrete. Discard damaged
forms.
END OF SECTION
PROJECT NO. 18-172-1179 03 1000-3 SECTION 03 10 00
Copyright 2018 by KLUBER,INC.;All Rights Reserved CONCRETE FORMING AND ACCESSORIES
SECTION 03 20 00
CONCRETE REINFORCING
PART1 GENERAL
1.01 SECTION INCLUDES
A. Reinforcing steel for cast-in-place concrete.
B. Supports and accessories for steel reinforcement.
1.02 RELATED REQUIREMENTS
A. Section 0310 00- Concrete Forming and Accessories.
B. Section 03 30 00- Cast-in-Place Concrete.
1.03 REFERENCE STANDARDS
A. ACI 301 - Specifications for Structural Concrete; 2010 (Errata 2012).
B. ACI 318- Building Code Requirements for Structural Concrete and Commentary; 2014 (Errata
2016).
C. ACI SP-66-ACI Detailing Manual; 2004.
D. ASTM A82/A82M- Standard Specification for Steel Wire, Plain, for Concrete Reinforcement; 2007.
E. ASTM A615/A615M- Standard Specification for Deformed and Plain Carbon-Steel Bars for
Concrete Reinforcement; 2016.
F. WWR-500- Manual of Standard Practice; Structural Welded Wire Reinforcement; Wire
Reinforcement Institute; latest edition.
G. CRSI (DA4)- Manual of Standard Practice; 2009.
H. CRS (P1) - Placing Reinforcing Bars; 2011.
1.04 SUBMITTALS
A. Shop Drawings: Comply with requirements of ACI SP-66. Include bar schedules, shapes of bent
bars, spacing of bars, and location of splices.
1.05 QUALITY ASSURANCE
A. Perform work of this section in accordance with ACI 301 and ACI 318.
B. Prepare shop drawings under the supervision of a qualified Structural Engineer(SE)experienced
and licensed in design of work of this type and licensed in the State in which the Project is located.
PART 2 PRODUCTS
2.01 REINFORCEMENT
A. Reinforcing Steel: ASTM A615/A615M, Grade 60-60,000 psi.
1. Deformed billet-steel bars.
2. Unfinished.
PROJECT NO. 18-172-1179 03 20 00-1 SECTION 03 20 00
Copyright 2018 by KLUBER, INC.;All Rights Reserved CONCRETE REINFORCING
B. Steel Welded Wire Reinforcement (WWR): Plain type; ASTM Al0641A1064M.
1. Form: Flat Sheets.
2. Mesh Size and Wire Gage: As indicated on drawings.
C. Reinforcement Accessories:
1. Tie Wire: Annealed, minimum 16 gage, 0.0508 inch.
2. Chairs, Bolsters, Bar Supports, Spacers: Factory made wire bar supports sized and shaped for
adequate support of reinforcement during concrete placement.
2.02 FABRICATION
A. Fabricate concrete reinforcing in accordance with CRSI (DA4) - Manual of Standard Practice.
B. Welding of reinforcement is not permitted.
C. Locate reinforcing splices not indicated on drawings at point of minimum stress.
1. Review locations of splices with Arch itecVEngineer.
PART 3 EXECUTION
3.01 PLACEMENT
A. Place, support and secure reinforcement against displacement. Do not deviate from required
position. Reinforcing "pull-up" during placement of concrete not acceptable.
B. Accommodate placement of formed openings.
C. Conform to applicable code for concrete cover over reinforcement.
3.02 FIELD QUALITY CONTROL
A. An independent testing agency, as specified in Section 0140 00, will inspect installed
reinforcement for conformance to contract documents before concrete placement.
B. Provide free access to concrete operations at project site and cooperate with the appointed firm.
END OF SECTION
PROJECT NO. 18-172-1179 03 2000-2 SECTION 03 20 00
Copyright 2018 by KLUBER, INC.;All Rights Reserved CONCRETE REINFORCING
SECTION 03 30 00
CAST-IN-PLACE CONCRETE
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Floors and slabs on grade.
B. Miscellaneous concrete elements, including equipment pads.
C. Concrete curing.
1.02 RELATED REQUIREMENTS
A. Section 0310 00- Concrete Forming and Accessories.
B. Section 03 20 00- Concrete Reinforcing.
1.03 REFERENCE STANDARDS
A. ACI 117- Standard Specifications for Tolerances for Concrete Construction and Materials; 2010.
B. ACI 211.1 -Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass
Concrete; 1991 (Reapproved 2009).
C. ACI 301 - Specifications for Structural Concrete; 2010 (Errata 2012).
D. ACI 304R-Guide for Measuring, Mixing, Transporting, and Placing Concrete; 2000.
E. ACI 305R- Hot Weather Concreting; 2010.
F. ACI 306R-Cold Weather Concreting; 2010.
G. ACI 308R- Guide to Curing Concrete; 2001 (Reapproved 2008).
H. ACI 318- Building Code Requirements for Structural Concrete and Commentary; 2014 (Errata
2016).
I. ASTM C331C33M- Standard Specification for Concrete Aggregates; 2016.
J. ASTM C941C94M-Standard Specification for Ready-Mixed Concrete; 2015.
K. ASTM C1501C150M- Standard Specification for Portland Cement; 2016.
L. ASTM C171 - Standard Specification for Sheet Materials for Curing Concrete; 2007,
M. ASTM C309- Standard Specification for Liquid Membrane-Forming Compounds for Curing
Concrete; 2011.
N. ASTM C4941C494M- Standard Specification for Chemical Admixtures for Concrete; 2013.
0. ASTM C618- Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for
Use in Concrete; 2015.
P. NSF 61 - Drinking Water System Components- Health Effects; 2014 (Errata 2015).
0. NSF 372- Drinking Water System Components- Lead Content; 2011.
PROJECT NO. 18-172-1179 03 30 00-1 SECTION 03 30 00
Copyright 2018 by KLUBER, INC.;All Rights Reserved CAST-IN-PLACE CONCRETE
1.04 SUBMITTALS
A. See Section 01 30 00 -Administrative Requirements,for submittal procedures.
B. Product Data: Submit manufacturers'data on manufactured products showing compliance with
specified requirements and installation instructions.
1. For curing compounds, provide data on method of removal in the event of incompatibility with
floor covering adhesives.
2. Anchoring epoxy and expansion anchors.
C. Mix Designs: Submit 15 days prior to start of work.
1. Submit for each type of concrete specified.
2. Include back-up test data.
3. Indicate proposed mix design complies with requirements of ACI 301, Section 4-Concrete
Mixtures.
4. Indicate proposed mix design complies with requirements of ACI 318, Chapter 5-Concrete
Quality, Mixing and Placing.
1.05 QUALITY ASSURANCE
A. Perform work of this section in accordance with ACI 301 and ACI 318.
B. Follow recommendations of ACI 305R when concreting during hot weather.
C. Follow recommendations of ACI 306R when concreting during cold weather.
PART 2 PRODUCTS
2.01 FORMWORK
A. Comply with requirements of Section 0310 00.
2.02 REINFORCEMENT
A. Comply with requirements of Section 03 20 00.
2.03 CONCRETE MATERIALS
A. Cement: ASTM C150, Type I - Normal Portland type.
1. Acquire all cement for entire project from same source.
B. Fine and Coarse Aggregates: ASTM C 33,
1. Acquire all aggregates for entire project from same source.
C. Fly Ash: ASTM C618, Class C.
D. Water: Clean and not detrimental to concrete.
2.04 ADMIXTURES
A. Do not use chemicals that will result in soluble chloride ions in excess of 01 percent by weight of
cement.
B. High Range Water Reducing and Retarding Admixture: ASTM C494IC494M Type G.
PROJECT NO. 18-172-1179 03 3000-2 SECTION 03 30 00
Copyright 2018 by KLUBER, INC.:All Rights Reserved CAST-IN-PLACE CONCRETE
C. High Range Water Reducing Admixture: ASTM C494/C494M Type F.
D. Water Reducing and Accelerating Admixture: ASTM C494/C494M Type E.
E. Water Reducing and Retarding Admixture: ASTM C494/C494M Type D.
F. Accelerating Admixture: ASTM C494/C494M Type C.
G. Retarding Admixture: ASTM C494/C494M Type B.
H. Water Reducing Admixture: ASTM C494/C494M Type A.
2.05 ACCESSORY MATERIALS
A. Anchoring Epoxy: Refer to drawings. Acceptable manufacturer's include
1. Hilti: HIT-RE500-SD injection anchoring system.
2. Simpson Strong-Tie: SET-XP injection anchoring adhesive system.
3. Powers Fasteners: PE 1000+ injection adhesive anchoring system.
2.06 CURING MATERIALS
A. Curing Compound, Naturally Dissipating: Clear, water-based, liquid membrane-forming
compound; complying with ASTM C309.
B. Water: Potable, not detrimental to concrete.
2.07 CONCRETE MIX DESIGN
A. Proportioning Normal Weight Concrete: Comply with ACI 211.1 recommendations.
B. Concrete Strength: Establish required average strength for each type of concrete on the basis of
field experience or trial mixtures, as specified in ACI 301.
1, For trial mixtures method, employ independent testing agency acceptable to Architect/Engineer
for preparing and reporting proposed mix designs.
C. Admixtures: Add acceptable admixtures as recommended in ACI 211.1 and at rates
recommended by manufacturer. Submit to Architect for review and approval.
D. Normal Weight Concrete: Type "D".
1. Compressive Strength, when tested in accordance with ASTM C 39/C 39M at 28 days: 4,500
psi.
2. Fly Ash Content: Maximum 15 percent of cementitious materials by weight.
3. Water-Cement Ratio: Maximum 44 percent by weight.
4. Total Air Content: 6 percent, determined in accordance with ASTM C 1731C 173M.
5. Maximum Slump: 4 inches.
6. Maximum Aggregate Size: 3/4 inch.
2.08 MIXING
A. Transit Mixers: Comply with ASTM C94/C94M.
PROJECT NO. 18-172-1179 033000-3 SECTION 03 30 00
Copyright 2018 by KLUBER, INC.:All Rights Reserved CAST-IN-PLACE CONCRETE
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify lines, levels, and dimensions before proceeding with work of this section.
3.02 PREPARATION
A. Verify that forms are clean and free of rust before applying release agent.
B. Coordinate placement of embedded items with erection of concrete formwork and placement of
form accessories.
C. In locations where new concrete is doweled to existing work, drill holes in existing concrete, insert
steel dowels and secure in place using approved epoxy.
D. Set steel pipe bollards plumb.
3.03 PLACING CONCRETE
A. Place concrete in accordance with ACI 304R.
B. Place concrete for floor slabs in accordance with ACI 302.1 R.
C. Notify Arch itect/Eng►nee r not less than 24 hours prior to commencement of placement operations.
D. Maintain records of concrete placement. Record date, location, quantity, air temperature, and test
samples taken,
E. Ensure reinforcement, inserts, and embedded parts will not be disturbed during concrete
placement.
F. Place concrete continuously without construction (cold) joints wherever possible; where
construction joints are necessary, before next placement prepare joint surface by removing
►aitance and exposing the sand and sound surface mortar, by sandblasting or high-pressure water
jetting.
G. Finish floors level and flat, unless otherwise indicated, within the tolerances specified below.
3.04 SLAB JOINTING
A. Locate joint in center of long direction of the slab/pad.
B. Anchor joint fillers and devices to prevent movement during concrete placement.
C. Load Transfer Construction and Contraction Joints: Install load transfer devices as indicated; saw
cut joint at surface as indicated for contraction joints.
D. Saw Cut Contraction Joints: Saw cut joints before concrete begins to cool, within 4 to 12 hours
after placing; use 3/16 inch thick blade and cut at least 1 inch deep but not less than one quarter
(1/4)the depth of the slab.
E. Place concrete continuously between predetermined expansion, control, and construction joints.
F. Do not interrupt successive placement; do not permit cold joints to occur.
PROJECT NO. 18-172-1179 033000-4 SECTION 03 30 00
Copyright 2018 by KLUBER, INC.;All Rights Reserved CAST-IN-PLACE CONCRETE
G. Saw cut joints within 8-12 hours after placing. Use 3/16 inch thick blade, cut into 114 depth of slab
thickness,
3.05 FLOOR FLATNESS AND LEVELNESS TOLERANCES
A. An independent testing agency, as specified in Section 0140 00, will inspect finished slabs for
conformance to specified tolerances.
B. Screed slabs on grade level, maintaining the following minimum F(F) Floor Flatness and F(L) Floor
Levelness values when measured in accordance with ASTM E 1155/ASTM E 1155M.
1. F(F): Specified Overall Value (SOV)of 35; Minimum Localized Value (MLV) of 24.
2. F(L): Specified Overall Value (SOV)of 25; Minimum Localized Value (MLV) of 17.
C. Correct the slab surface if tolerances are less than specified.
D. Measure F(F) and F(L) in accordance with ASTM El 155, within 48 hours after slab installation;
report both composite overall values and local values for each measured section.
E. Correct the slab surface if composite overall value is less than specified and if local value is less
than two-thirds of specified value or less than F(F) 13/F(L) 10.
F. Correct defects by grinding or by removal and replacement of the defective work. Areas requiring
corrective work will be identified. Re-measure corrected areas by the same process.
3.06 CONCRETE FINISHING
A. Repair surface defects, including tie holes, immediately after removing formwork.
B. Unexposed Form Finish: Rub down or chip off fins or other raised areas 114 inch or more in
height.
C. Exposed Form Finish: Rub down or chip off and smooth fins or other raised areas 114 inch or
more in height. Provide finish as follows:
1. Smooth Rubbed Finish: Wet concrete and rub with carborundum brick or other abrasive, not
more than 24 hours after form removal.
D. Concrete Slabs: Finish to requirements of ACI 302.1 R, and as follows:
1. Provide light broom finish on exterior flat work.
2. Provide 3/4" radiused edge on exposed slab edges, unless otherwise noted.
3.07 CURING AND PROTECTION
A. Comply with requirements of ACI 308R. Immediately after placement, protect concrete from
premature drying, excessively hot or cold temperatures, and mechanical injury.
B. Maintain concrete with minimal moisture loss at relatively constant temperature for period
necessary for hydration of cement and hardening of concrete.
C. Surfaces Not in Contact with Forms:
1. Initial Curing: Start as soon as free water has disappeared and before surface is dry. Keep
continuously moist for not less than three days by water ponding, water-saturated sand,
water-fog spray, or saturated burlap.
a. Spraying: Spray water over floor slab areas and maintain wet.
PROJECT NO. 18-172-1179 033000-5 SECTION 03 30 00
Copyright 2018 by KLUBER, INC.;All Rights Reserved CAST-IN-PLACE CONCRETE
b. Saturated Burlap: Saturate burlap-polyethylene and place burlap-side down over floor slab
areas, lapping ends and sides; maintain in place.
2. Final Curing: Begin after initial curing but before surface is dry.
a. Moisture-Retaining Sheet: Lap strips not less than 3 inches and seal with waterproof tape
or adhesive; secure at edges.
3.08 FIELD QUALITY CONTROL
A. An independent testing agency will perform field quality control tests, as specified in Section 0140
00.
B. Provide free access to concrete operations at project site and cooperate with appointed firm.
3.09 DEFECTIVE CONCRETE
A. Defective Concrete: Concrete not conforming to required lines, details, dimensions, tolerances or
specified requirements.
B. Repair or replacement of defective concrete will be determined by the Architect/Engineer. The
cost of additional testing shall be borne by Contractor when defective concrete is identified.
C. Do not patch, fill, touch-up, repair, or replace exposed concrete except upon express direction of
Architect/Engineer for each individual area.
3.10 PROTECTION
A. Do not permit traffic over unprotected concrete floor surface until fully cured.
3.11 SCHEDULE- CONCRETE TYPES AND FINISHES
Location Mix Type Concrete Finish
A. Equipment pads: Exterior D sides: smooth form
top: non-slip
B. Bollard piers D smooth formed, troweled
END OF SECTION
PROJECT NO. 18-172-1179 03 3000-6 SECTION 03 30 00
Copyright 2018 by KLUBER,INC.,All Rights Reserved CAST-IN-PLACE CONCRETE
SECTION 09 9113
EXTERIOR PAINTING
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Surface preparation.
B. Field application of paints.
C. Scope: Finish exterior surfaces exposed to view, unless fully factory-finished and unless otherwise
indicated, including the following:
1. Mechanical and Electrical:
a. At the outdoors, paint equipment, gas piping and conduit that is exposed to weather or to
view, including factory-finished materials.
D. Do Not Paint or Finish the Following Items:
1. Items factory-finished unless otherwise indicated; materials and products having factory-applied
primers are not considered factory finished.
2. Items indicated to receive other finishes.
3. Items indicated to remain unfinished.
4. Fire rating labels, equipment serial number and capacity labels, and operating parts of
equipment.
5. Concealed pipes, ducts, and conduits.
1.02 RELATED REQUIREMENTS
A. Section 23 1123- Facility Natural-Gas Piping.
1.03 DEFINITIONS
A. Conform to ASTM D16 for interpretation of terms used in this section.
1.04 REFERENCE STANDARDS
A. ASTM D16- Standard Terminology for Paint, Related Coatings, Materials, and Applications; 2016.
B. MPI (APSM) - Master Painters Institute Architectural Painting Specification Manual; Current
Edition, www.paintinfo.com.
C. SSPC-SP 1 - Solvent Cleaning; 2015.
D. SSPC-SP 2- Hand Tool Cleaning; 1982 (Ed. 2004).
E. SSPC-SP 6- Commercial Blast Cleaning; 2007.
1.05 SUBMITTALS
A. See Section 01 30 00 -Administrative Requirements, for Submittal procedures.
B. Product Data: Provide complete list of products to be used, with the following information for each:
1. Manufacturer's name, product name and/or catalog number, and general product category(e.g.
"alkyd enamel").
2. MPI product number(e.g. MPI #47).
PROJECT NO. 18-172-1179 0991 13-1 SECTION 09 91 13
Copyright 2018 by KLUBER; INC.;All Rights Reserved EXTERIOR PAINTING
3. Cross-reference to specified paint system(s) product is to be used in; include description of
each system.
4. Manufacturer's installation instructions.
C. Samples: Submit three paper"draw down" samples, 8-112 by 11 inches in size, illustrating range
of colors available for each finishing product specified.
1. Where sheen is specified, submit samples in only that sheen.
2. Where sheen is not specified, discuss sheen options with Architect/Engineer before preparing
samples, to eliminate sheens definitely not required.
D. Manufacturer's Instructions: Indicate special surface preparation procedures.
1.06 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the products specified, with
minimum three years documented experience.
B. Applicator Qualifications: Company specializing in performing the type of work specified with
minimum 5 years experience and approved by manufacturer.
1.07 DELIVERY, STORAGE, AND HANDLING
A. Deliver products to site in sealed and labeled containers; inspect to verify acceptability.
B. Container Label: Include manufacturer's name, type of paint, brand name, lot number, brand
code, coverage, surface preparation, drying time, cleanup requirements, color designation, and
instructions for mixing and reducing.
C. Paint Materials: Store at minimum ambient temperature of 45 degrees F and a maximum of 90
degrees F, in ventilated area, and as required by manufacturer's instructions.
1.08 FIELD CONDITIONS
A. Do not apply materials when surface and ambient temperatures are outside the temperature
ranges required by the paint product manufacturer.
B. Follow manufacturer's recommended procedures for producing best results, including testing of
substrates, moisture in substrates, and humidity and temperature limitations.
C. Provide lighting level of 80 ft candles measured mid-height at substrate surface.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Provide paints and finishes used in any individual system from the same manufacturer; no
exceptions.
2.02 PAINTS AND FINISHES-GENERAL
A. Paints and Finishes: Ready mixed, unless required to be a field-catalyzed paint.
1. Provide paints and finishes of a soft paste consistency, capable of being readily and uniformly
dispersed to a homogeneous coating, with good flow and brushing properties, and capable of
drying or curing free of streaks or sags.
PROJECT NO. 18-172-1179 0991 13-2 SECTION 09 91 13
Copyright 2018 by KLUBER, INC.;All Rights Reserved EXTERIOR PAINTING
2. Supply each paint material in quantity required to complete entire project's work from a single
production run.
3. Do not reduce, thin, or dilute paint or finishes or add materials unless such procedure is
specifically described in manufacturer's product instructions.
2.03 PAINT SYSTEMS - EXTERIOR
A. Paint E-OP- Exterior Surfaces to be Painted, Unless Otherwise Indicated: Including ferrous metal.
1. Two top coats and one coat primer.
2. Top Coat(s): Exterior Alkyd Enamel; MPI#94.
2.04 PRIMERS
A. Primers: Provide the following unless other primer is required or recommended by manufacturer of
top coats.
1. Anti-Corrosive Alkyd Primer for Metal; MPI #79.
2.05 ACCESSORY MATERIALS
A. Accessory Materials: Provide primers, sealers, cleaning agents, cleaning cloths, sanding
materials, and clean-up materials as required for final completion of painted surfaces.
B. Patching Material: Latex filler.
C. Fastener Head Cover Material: Latex filler.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that surfaces are ready to receive work as instructed by the product manufacturer.
B. Examine surfaces scheduled to be finished prior to commencement of work. Report any condition
that may potentially effect proper application.
C. Test shop-applied primer for compatibility with subsequent cover materials.
3.02 PREPARATION
A. Clean surfaces thoroughly and correct defects prior to application.
B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best
result for the substrate under the project conditions.
C. Remove or mask surface appurtenances, including electrical plates, hardware, light fixture trim,
escutcheons, and fittings, prior to preparing surfaces for finishing.
D. Seal surfaces that might cause bleed through or staining of topcoat.
E. Remove mildew from impervious surfaces by scrubbing with solution of tetra-sodium phosphate
and bleach. Rinse with clean water and allow surface to dry.
F. Galvanized Surfaces:
1. Remove surface contamination and oils and wash with solvent according to SSPC-SP 1.
2. Prepare surface according to SSPC-SP 2.
PROJECT NO. 18-172-1179 09 91 13-3 SECTION 09 91 13
Copyright 2018 by KLUBER,INC.;All Rights Reserved EXTERIOR PAINTING
G. Ferrous Metal:
1. Solvent clean according to SSPC-SP 1.
2. Shop-Primed Surfaces: Sand and scrape to remove loose primer and rust. Feather edges to
make touch-up patches inconspicuous. Clean surfaces with solvent. Prime bare steel
surfaces. Re-prime entire shop-primed item.
3. Remove rust, loose mill scale, and other foreign substances using methods recommended in
writing by paint manufacturer and blast cleaning according to SSPC-SP 6 "Commercial Blast
Cleaning". Protect from corrosion until coated.
3.03 APPLICATION
A. Remove unfinished louvers, grilles, covers, and access panels on mechanical and electrical
components and paint separately.
B. Apply products in accordance with manufacturer's written instructions and recommendations in
"MPI Architectural Painting Specification Manual".
C. Do not apply finishes to surfaces that are not dry. Allow applied coats to dry before next coat is
applied.
D. Apply each coat to uniform appearance.
E. Dark Colors and Deep Clear Colors: Regardless of number of coats specified, apply additional
coats until complete hide is achieved.
F. Vacuum clean surfaces of loose particles. Use tack cloth to remove dust and particles just prior to
applying next coat.
G. Reinstall electrical cover plates, hardware, light fixture trim, escutcheons, and fittings removed
prior to finishing.
3.04 CLEANING
A. Collect waste material that could constitute a fire hazard, place in closed metal containers, and
remove daily from site.
3.05 PROTECTION
A. Protect finishes until completion of Project.
B. Touch-up damaged finishes after Substantial Completion.
3.06 COLOR SCHEDULE
A. Match adjacent exterior surfaces color.
END OF SECTION
PROJECT NO. 18-172-1179 0991 13-4 SECTION 09 91 13
Copyright 2018 by KLUBER, INC.;All Rights Reserved EXTERIOR PAINTING
SECTION 23 11 23
FACILITY NATURAL-GAS PIPING
PART1 GENERAL
1.01 SECTION INCLUDES
A. Pipe, pipe fittings, valves, and connections for natural gas piping systems.
1.02 RELATED REQUIREMENTS
A. Section 26 3213- Engine Generators.'
1.03 REFERENCE STANDARDS
A. ANSI Z21.18/CSA 6.3-Gas Appliance Pressure Regulators; 2007 (Reaffirmed 2012).
B. ANSI Z21.80/CSA 6.22- Line Pressure Regulators; 2011 (Including Addendum 1).
C. ANSI Z223.1 - National Fuel Gas Code; 2015.
D. ASME BPVC-IX- Boiler and Pressure Vessel Code, Section IX-Welding, Brazing, and Fusing
Qualifications; 2015.
E. ASME B16.3-Malleable Iron Threaded Fittings: Classes 150 and 300; 2011.
F. ASME B31.1 - Power Piping; 2014.
G. ASME B31.9 - Building Services Piping; 2014.
H. ASTM A53/A53M - Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated,
Welded and Seamless; 2012.
I. ASTM A234/A234M- Standard Specification for Piping Fittings of Wrought Carbon Steel and Alloy
Steel for Moderate and High Temperature Service; 2015.
J. AWWA C1 05/A21.5- Polyethylene Encasement for Ductile-Iron Pipe Systems; 2010.
K. MSS SP-58- Pipe Hangers and Supports- Materials, Design, Manufacture, Selection, Application,
and Installation; 2009.
L. MSS SP-78- Cast Iron Plug Valves, Flanged and Threaded Ends; 2011.
M. MSS SP-110- Ball Valves Threaded, Socket-Welding, Solder Joint, Grooved and Flared Ends;
2010.
1.04 QUALITY ASSURANCE
A. Perform work in accordance with applicable codes.
B. Valves: Manufacturer's name and pressure rating marked on valve body.
C. Welding Materials and Procedures: Conform to ASME BPVC-IX and applicable state labor
regulations.
D. Welder Qualifications: Certified in accordance with ASME BPVC-IX.
PROJECT NO. 18-172-1179 23 11 23-1 SECTION 23 1123
Copyright 2018 by KLUBER, INC.;All Rights Reserved FACILITY NATURAL-GAS PIPING
1.05 DELIVERY, STORAGE, AND HANDLING
A. Accept valves on site in shipping containers with labeling in place. Inspect for damage.
B. Provide temporary protective coating on cast iron and steel valves.
C. Provide temporary end caps and closures on piping and fittings. Maintain in place until installation.
D. Protect piping systems from entry of foreign materials by temporary covers, completing sections of
the work, and isolating parts of completed system.
1.06 FIELD CONDITIONS
A. Do not install underground piping when bedding is wet or frozen.
PART2 PRODUCTS
2.01 NATURAL GAS PIPING, BURIED BEYOND 5 FEET OF BUILDING
A. Steel Pipe: ASTM A53/A53M, Schedule 40 black.
1. Fittings: ASTM A234/A234M, wrought steel welding type, with AWWA C105/A21.5
polyethylene jacket or double layer, half-lapped 10 mil polyethylene tape.
2. Joints: ASME 1331.1, welded.
2.02 NATURAL GAS PIPING,ABOVE GRADE
A. Steel Pipe: ASTM A53/A53M, Schedule 40 black.
1. Fittings: ASME B16.3, malleable iron, or ASTM A234/A234M, wrought steel welding type.
2. Joints: Threaded or welded to ASME 631.1.
2.03 FLANGES, UNIONS, AND COUPLINGS
A. Unions for Pipe Sizes 3 Inches and Under:
1. Ferrous pipe: Class 150 malleable iron threaded unions.
B. Flanges for Pipe Size Over 1 Inch:
1. Ferrous Pipe: Class 150 malleable iron threaded or forged steel slip-on flanges; preformed
neoprene gaskets.
2.04 PIPE HANGERS AND SUPPORTS
A. Provide hangers and supports that comply with MSS SP-58.
1. If type of hanger or support for a particular situation is not indicated, select appropriate type
using MSS SP-58 recommendations.
2.05 GAS COCKS AND VALVES
A. Gas Cock and Pressure Regulating Valves: Manufacturer's name and pressure rating marked on
valve body.
B. Gas Cocks Up to 2 Inches: 150 psig water or gas (WOG), bronze body, bronze tapered plug,
non-lubricated, Teflon packing, threaded ends.
C. Gas Cocks Over 2 Inches: 125 psig WOG, Steel body and tapered plug, non-lubricated, Teflon
packing, threaded ends ,
PROJECT NO. 18-172-1179 23 1123-2 SECTION 23 1123
Copyright 2018 by KLUBER, INC.,All Rights Reserved FACILITY NATURAL-GAS PIPING
D. Pressure Regulating Valves: Single stage, malleable iron body, corrosion-resistant, pressure
regulator with atmospheric vent, elevation compensator; with threaded ends for 2 inch and smaller,
flanged ends larger than 2 inch.
1. Capacity: For inlet and outlet gas pressures, specific gravity,and flow rate indicated.
2.06 BALL VALVES
A. Construction, 4 Inches and Smaller: MSS SP-110, Class 150, 400 psi CWP, bronze or ductile iron
body, chrome plated brass ball, regular port, Teflon seats and stuffing box ring, blow-out proof
stem, lever handle, threaded ends with union.
2.07 PLUG VALVES
A. Construction 2-1/2 Inches and Larger: MSS SP-78, 175 psi CWP, cast iron body and plug,
pressure lubricated, Teflon or Buna N packing, flanged or threaded ends. Provide lever operator
with set screw.
2.08 LINE PRESSURE REGULATORS AND APPLIANCE REGULATORS INDICATORS
A. Compliance Requirements:
1. Appliance Regulator: ANSI Z21.18/CSA 6.3.
2. Line Pressure Regulator: ANSI Z21.80/CSA 6.22.
B. Materials in Contact With Gas:
1. Housing: Aluminum, steel (free of non-ferrous metals).
2. Seals and Diaphragms: NBR-based rubber.
C. Maximum Inlet Operating Pressure: 10 psi.
1. Line Pressure Regulator: 2 psi.
D. Output Pressure Range: 1 inch we to 80 inch wc.
PART 3 EXECUTION
3.01 PREPARATION
A. Ream pipe and tube ends. Remove burrs. Bevel plain end ferrous pipe.
B, Remove scale and dirt, on inside and outside, before assembly.
C. Prepare piping connections to equipment with flanges or unions.
3.02 INSTALLATION
A. Install in accordance with manufacturer's instructions.
B. Provide non-conducting dielectric connections wherever jointing dissimilar metals.
C. Route piping in orderly manner and maintain gradient. Route parallel and perpendicular to walls.
D. Install piping to maintain headroom, conserve space, and not interfere with use of space.
E. Group piping whenever practical at common elevations.
F. Establish elevations of buried piping outside the building to ensure not less than 1 ft of cover.
PROJECT NO. 18-172-1179 23 11 23-3 SECTION 23 11 23
Copyright 2018 by KLUBER, INC.,All Rights Reserved FACILITY NATURAL-GAS PIPING
G. Provide support for utility meters in accordance with requirements of utility companies.
H. Prepare exposed, unfinished pipe, fittings, supports, and accessories ready for finish painting.
I. Install valves with stems upright or horizontal, not inverted.
J. Pipe vents from gas pressure reducing valves to outdoors and terminate in weather proof hood.
K. Sleeve pipes passing through partitions, walls and floors.
L. Pipe Hangers and Supports:
1. Install in accordance with ASME B31.9.
2. Support horizontal piping as scheduled.
3.03 APPLICATION
A. Install unions downstream of valves and at equipment or apparatus connections.
B. Provide plug valves in natural gas systems for shut-off service.
3.04 SERVICE CONNECTIONS
A. Coordinate gas service modifications with utility company.
3.05 SCHEDULES
A. Pipe Hanger Spacing:
1. Metal Piping:
a. Pipe Size: 112 inches to 1-114 inches:
1) Maximum Hanger Spacing: 6.5 ft.
2) Hanger Rod Diameter: 318 inches.
b. Pipe Size: 1-112 inches to 2 inches:
1) Maximum Hanger Spacing: 10 ft.
2) Hanger Rod Diameter: 318 inch.
c. Pipe Size: 2-112 inches to 3 inches:
1) Maximum Hanger Spacing: 10 ft.
2) Hanger Rod Diameter: 112 inch.
END OF SECTION
PROJECT NO. 18-172-1179 23 1123-4 SECTION 23 1123
Copyright 2018 by KLUBER, INC.;All Rights Reserved FACILITY NATURAL-GAS PIPING
SECTION 26 05 00
BASIC ELECTRICAL REQUIREMENTS
PART GENERAL
1.01 RELATED DOCUMENTS
A, Drawings and general provisions of Contract, including General and Supplementary Conditions
and Division 01 Specification Sections, apply to this Section.
1.02 SECTION INCLUDES
A. Basic Electrical Requirements specifically applicable to Division 26 Sections, in addition to Division
01 -General Requirements.
1.03 REGULATORY REQUIREMENTS
A. Provide all materials and labor in conformance with the following codes and standards:
1. Village of Oak Brook -Code of Ordinances.
2. ANSIINFPA 70 - National Electrical Code 2008 Edition as adopted and Amended by the Village
of Oak Brook, Illinois.
3. IBC International Building Code, 2009 Edition, with local amendments.
4. IECC International Energy Conservation Code, 2006 Edition with local amendments.
5. International Fire Code, First Edition, 2003, with local amendments.
6. ADA-AG -American with Disabilities Act-Accessibility Guidelines.
7. Illinois Accessibility Code, 1997 Edition (Illinois Administrative Code, Title 71, Chapter I,
Subchapter b, Part 400).
8. Underwriter's Laboratory,
9. Install electrical Work in accordance with the NECA Standard of Installation.
1.04 DELIVERY, STORAGE AND HANDLING
A. Store and protect all materials as specified under the provisions of Section 0160 00 and as
specified herein.
B. Deliver products to the project properly identified with names, model numbers, types, grades,
compliance labels, and other information needed for identification.
C. Ship products to the job site in their original packaging. Receive and store products in a suitable
manner to prevent damage or deterioration. Keep equipment upright at all times.
D. Investigate the spaces through which equipment must pass to reach its final destination.
Coordinate with the manufacturer to arrange delivery at the proper stage of construction and to
provide shipping splits where necessary.
1.05 PROJECT/SITE CONDITIONS
A. Install work in locations shown on Drawings, unless prevented by Project conditions. Drawings
have omitted certain branch circuitry in areas for ease of reading. All branch circuitry is to be
provided by Contractor.
PROJECT NO. 18-172-1179 26 05 00-1 SECTION 26 05 00
Copyright 2018 by KLUBER, INC.;All Rights Reserved BASIC ELECTRICAL REQUIREMENTS
B. Prepare drawings showing proposed rearrangement of Work to meet Project conditions, including
changes to Work specified in other Sections. Obtain permission from Architect/Engineer before
proceeding as specified under modification procedures.
1.06 MODIFICATION PROCEDURES
A. Procedures for modification of Work are specified under the provisions of Section 0120 00.
1.07 QUALITY ASSURANCE
A. Provide Work as required for a complete and operational electrical installation.
B. All products shall be designed, manufactured, and tested in accordance with industry standards.
Standards, organizations, and their abbreviations as used hereafter, include the following:
1. American National Standards Institute, Inc(ANSI).
2. American Society for Testing and Materials (ASTM).
3. National Electrical Manufacturers Association (NEMA).
4. Underwriters Laboratories, Inc, (UL).
C. Install all Work in accordance with the NECA Standard of Installation.
1.08 SUBMITTALS
A. Submit all requested items in Division 26,27 &28 Sections under provisions of Section 01 60 00.
1.09 SUBSTITUTIONS
A. Substitutions will be considered only as allowed within the provisions of Section 0160 00.
1.10 PROJECT RECORD DOCUMENTS
A. Cooperate and assist in the preparation of project record documents under the provisions of
Section 0170 00.
1.11 CONSTRUCTION PROCEDURES
A. Construct Work in sequence with all other trades and Owner's schedule as specified under the
provisions of Section 0170 00.
B. Prepare Work as specified under the provisions of Section 0170 00.
C. Provide cleaning as specified under provisions of Section 0170 00.
1.12 TRENCHING, FILL AND COMPACTION
A. Provide trenching, fill and compaction for all work indicated on Drawings and specified in Division
26 sections. Perform work in accordance with Division 31 requirements.
1.13 TEMPORARY UTILITIES
A. Arrange with utility company and provide temporary lighting and power necessary for building
construction and temporary structures. Perform work in accordance with Section 0150 00
requirements.
PROJECT NO. 18-172-1179 260500-2 SECTION 26 05 00
Copyright 2018 by KLUBER, INC.;All Rights Reserved BASIC ELECTRICAL REQUIREMENTS
1.14 PROJECT MANAGEMENT AND COORDINATION
A. Proper project management and coordination is critical for a successful project. Manage and
coordinate the Work with all other trades in accordance with Section 0130 00 requirements.
Reliance on the Drawings and Specifications only for exact project requirements is insufficient for
proper coordination,
PART PRODUCTS
Not used.
PART 3 EXECUTION
Not used.
END OF SECTION
PROJECT NO. 18-172-1179 26 0500-3 SECTION 26 05 00
Copyright 2018 by KLUBER, INC.;All Rights Reserved BASIC ELECTRICAL REQUIREMENTS
SECTION 26 05 01
MINOR ELECTRICAL DEMOLITION
PART1 GENERAL
1.01 SECTION INCLUDES
A. Electrical demolition.
1.02 RELATED REQUIREMENTS
A. Section 0170 00 - Execution and Closeout Requirements: Additional requirements for alterations
work.
1.03 SUMMARY
A. Section Includes:
1. Electrical demolition: Remove electrical systems shown on drawings.
PART 2 PRODUCTS
2.01 MATERIALS AND EQUIPMENT
A. Materials and equipment for patching and extending work: As specified in individual sections.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that abandoned wiring and equipment serve only abandoned facilities.
B. Beginning of demolition means installer accepts existing conditions.
C. Demolition Drawings are based on casual field observation and are intended to identify the limits
of the construction site. Remove all electrical systems in their entirety in proper sequence with the
Work.
3.02 PREPARATION
A. Coordinate utility service outages with utility company.
B. Provide temporary wiring and connections to maintain existing systems in service during
construction. When work must be performed on energized equipment or circuits, use personnel
experienced in such operations.
C. Existing Electrical Service: Maintain existing system in service until new system is complete and
ready for service. Disable system only to make switchovers and connections. Obtain permission
from Owner and Architect at least 2 weeks in advance before partially or completely disabling
system, Minimize outage duration to 8 hours. Make temporary connections to maintain service in
areas adjacent to work area.
D. Existing Fire Alarm System: Maintain existing system in service. Disable system only to make
switchovers and connections. Notify Owner, Architect/Engineer and local fire service at least 24
hours before partially or completely disabling system. Minimize outage duration. Make temporary
connections to maintain service in areas adjacent to work area.
PROJECT NO. 18-172-1179 260501 -1 SECTION 26 05 01
Copyright 2018 by KLLIBER, INC.;All Rights Reserved MINOR ELECTRICAL DEMOLITION
3.03 DEMOLITION AND EXTENSION OF EXISTING ELECTRICAL WORK
A. Remove, relocate, and extend existing installations to accommodate new construction.
B. Remove abandoned wiring to source of supply.
C. Remove exposed abandoned conduit, including abandoned conduit above accessible ceiling
finishes. Cut conduit flush with walls and floors, and patch surfaces.
D. Disconnect abandoned outlets and remove devices. Remove abandoned outlets if conduit
servicing them is abandoned and removed. Provide blank cover for abandoned outlets that are
not removed.
E. Electrical service, generator and equipment demolition: Include demolition of all utility services to
include gas piping, conduits, cables/wires, pads and equipment. Extend feeders intended to be
reused to new equipment or switchboards. Include restoration of sites and patching of holes.
F. Repair adjacent construction and finishes damaged during demolition and extension work.
G. Maintain access to existing electrical installations that remain active. Modify installation or provide
access panel as appropriate.
H. Relocate existing fire alarm devices affected by wall, ceiling and floor demolition.
I. Properly dispose of all ballast to approved ballast recycler. Do not land fill ballasts.
END OF SECTION
PROJECT NO. 18-172-1179 26 05 01 -2 SECTION 26 05 01
Copyright 2018 by KLUBER,INC.;All Rights Reserved MINOR ELECTRICAL DEMOLITION
SECTION 26 05 02
ELECTRICAL IDENTIFICATION
PART 1 GENERAL
1.01 SUMMARY
A. Section Includes:
1. Nameplates and labels.
2. Wire and cable markers.
3. Conduit markers.
4. Underground Warning Tape.
1.02 QUALITY ASSURANCE
A. Conform to the requirements of NFPA 70
B. Products: Listed and classified by Underwriters Laboratories Inc. as a suitable for purpose
specified as shown.
PART PRODUCTS
2.01 NAMEPLATES AND LABELS
A. Nameplates: Engraved three-layer laminated plastic, black letters on white background.
B. Locations:
1. Each electrical distribution and control equipment enclosure.
C. Letter Size:
1. Use 118 inch letters for identifying individual equipment and loads.
2. Use 114 inch letters for identifying grouped equipment and loads.
D. Labels: Embossed adhesive tape, with 3116 inch white letters on a black background. Use only for
identification of individual wall switches and receptacles and control device stations.
2.02 WIRE AND CABLE MARKERS
A. Manufacturers:
1. Brady Model PCPS.
2. Panduit Model PCM.
3. T & B Model WM.
B. Description: Cloth type wire markers.
C. Locations: Each conductor at panelboard gutters, pull boxes, and each load connection.
D. Legend:
1. Power and Lighting Circuits: Branch circuit or feeder number indicated on drawings.
2.03 CONDUIT MARKERS
A. Location: Furnish markers for each conduit longer than 6 feet.
B. Spacing: 20 feet on center.
PROJECT NO. 18-172-1179 26 05 02-1 SECTION 26 05 02
Copyright 2018 by KLUBER, INC.;All Rights Reserved ELECTRICAL IDENTIFICATION
C. Color:
1. 480 Volt System: Orange
2. 208 Volt System: Black
3. Fire Alarm System: Red.
2.04 UNDERGROUND WARNING TAPE
A. Description: 4 inch wide plastic tape, detectable type, colored red with suitable warning legend
describing buried electrical lines.
PART 3 EXECUTION
3.01 PREPARATION
A. Degrease and clean surfaces to receive nameplates and labels.
3.02 APPLICATION
A. Install nameplate and label parallel to equipment lines.
B. Secure nameplate to equipment front using screws.
C. Secure nameplates to inside surface of door on panelboard that is recessed in finished locations.
D. Identify underground conduits using underground warning tape. Install one tape per trench at 3
inches below finished grade.
END OF SECTION
PROJECT NO. 18-172-1179 26 0502-2 SECTION 26 05 02
Copyright 2018 by KLUBER, INC.;All Rights Reserved ELECTRICAL IDENTIFICATION
SECTION 26 0519
CONDUCTORS AND DEVICES
PART GENERAL
1.01 SUMMARY
A. Section Includes:
1. Wiring Methods.
2. Wire and Cable
3. Wiring Devices and Wall Plates
4. Large Poke-Through Fittings
5. Pushbuttons.
6. Motion Sensors.
7. Wiring Connections.
8. Cords and Caps.
9. Retractable Cord and Plug Set.
10.Ceiling Fans.
1.02 SUBMITTALS
A. Submit Under Provisions of Section 0130 00-Submittals:
1. Product Data: Provide data on wiring devices and cover plates.
1.03 QUALITY ASSURANCE
A. Perform Work in accordance with NECA Standard of Installation.
B. Products: Listed and classified by Underwriters Laboratories Inc. as a suitable for purpose
specified as shown.
PART PRODUCTS
2.01 WIRING METHODS
A. All locations: Building wire in raceway.
B. Use no wire smaller than 12 AWG for power and lighting circuits, and no smaller than 14 AWG for
control wiring.
1. Use 10 AWG conductor for 20 ampere, 120 volt branch circuit home runs longer than 100 feet.
Use minimum#10 AWG conductor wire in all the following locations:
a. All programmable panel branch circuits (larger where indicated).
b. All emergency lighting and exit branch circuits.
2.02 WIRE AND CABLE
A. Manufacturers:
1. Okonite.
2. Southwire.
3. Collyer.
B. Building Wire:
PROJECT NO. 18-172-1179 2605 19-1 SECTION 26 05 19
Copyright 2018 by KLUBER, INC.,All Rights Reserved CONDUCTORS AND DEVICES
1. Feeders and Branch Circuits Larger Than 6 AWG: Copper, stranded conductor, 600 volt
insulation.
2. Feeders and Branch Circuits 6 AWG and Smaller: Copper conductor, 600 volt insulation. 6
and 8 AWG, stranded conductor; smaller than 8 AWG, stranded conductor(solid for device
terminations).
3. Control Circuits: Copper, stranded conductor, 600 volt insulation.
4. Use 10 AWG conductors for 20 ampere, 120 volt branch circuits longer than 75 feet.
5. Use 10 AWG conductors for 20 ampere, 277 volt branch circuits longer than 200 feet.
6. Use conductor not smaller than 12 AWG for power and lighting circuits.
7. Use conductor not smaller than 16 AWG for control circuits.
C. Locations:
1. Concealed Dry Interior Locations: Use only building wire with Type THHN insulation in
raceway.
2. Exposed Dry Interior Locations: Use only building wire with Type THHN insulation in raceway.
3. Above Accessible Ceilings: Use only building wire with Type THHN insulation in raceway.
4. Wet or Damp Interior Locations: Use only building wire with Type THWN insulation in raceway.
5. Exterior Locations: Use only building wire with Type XHHW insulation in raceway.
6. Underground Installations: Use only building wire with Type XHHW insulation in raceway.
2.03 WIRING DEVICES AND WALL PLATES
A. Single Pole Switch: Specification grade.
1. Hubbell Model 1121.
2. P & S Model 521.
3. Leviton Model 1121.
4. Color: Ivory,
B. Three-way Switch: Specification grade.
1. Hubbell Model 1123.
2. P & S Model 523.
3. Leviton Model 1123.
4. Color: Ivory.
C. Four-way Switch: Specification grade.
1. Hubbell Model 1124.
2. P & S Model 524.
3. Leviton Model 1124.
4. Color: Ivory.
D. Single-pole Key Switch: Specification grade.
1. Hubbell Model 1121-L.
2. P & S Model 521-L.
3. Leviton Model 1121-L.
E. Three-way Key Switch: Specification grade.
1. Hubbell Model 1123-L.
2. P &S Model 523-L.
3. Leviton Model 1123-L.
PROJECT NO. 18-172-1179 26 05 19-2 SECTION 26 05 19
Copyright 2018 by KLUBER,INC.;All Rights Reserved CONDUCTORS AND DEVICES
F. Four-way Key Switch: Specification grade.
1. Hubbell Model 1124-L.
2. P &S Model 524-L.
3. Leviton Model 1124-L.
G. Single-pole Fluorescent Dimmer Switch: Specification grade.
1. Lutron Nova Series or equal.
2. Description: Linear slide fluorescent dimmer, compatible with ballast and number of lamps.
3. Voltage: 277 volt.
4. Power Rating: Match load shown on drawings.
H. Momentary Contact(Keyed) Switch
1. Hubbell.
2. P &S.
3. Leviton Model 1257-L.
4. Color: Ivory.
I. Momentary Contact Switch
1. Hubbell.
2. P & S.
3. Leviton Model 1257.
4. Color: Ivory.
J. Duplex Convenience Receptacle: Nema 5-20R, duplex, specification grade.
1. Hubbell.
2. Bryant.
3. Leviton.
4. Color: Ivory.
K. Isolated Ground Duplex Receptacle: Nema 5-20R, duplex, isolated ground, specification grade.
1. Hubbell Model IG-5362.
2. P &S Model IG6300.
3. Leviton Model 52624G.
4. Color: Orange with delta icon.
L. GFCI Receptacle: Nema 5-20R, duplex, GFCI, specification grade.
1. Hubbell Model GF-5362.
2. Slater Model SIR-20-F.
3. Eagle Model 647.
4. Color: Ivory.
M. Decorative Cover Plate:
1. Hubbell.
2. Bryant.
3. Leviton.
4. Description: Ivory, metal,
N. Weatherproof die cast cover.
1. Intermatic Model WP1030MC (Two-Gang).
PROJECT NO. 18-172-1179 26 05 19-3 SECTION 26 05 19
Copyright 2018 by KLUBER, INC.:All Rights Reserved CONDUCTORS AND DEVICES
2. Approved Equal
0. Special Purpose Receptacles:
1. Hubbell.
2. P &S.
3. Leviton.
4. Description: Nema configuration as shown on Drawings unless noted otherwise.
P. Sink Top"Air" Switch
1. Description: Air activated, counter top mounted button with air tube and dual-outlet control box
(mounted below cabinet).
2. Manufacturer:
a. In-sink-erator"sink top switch" type.
b. Approved equal.
3. Button finish:
a. To be selected by architect.
2.04 MOTION SENSORS
A. Manufacturers:
1. Leviton
2. Hubbell
3. Approved Equal
B. Combination Wall Switch/Occupancy Sensor
1. Dual technology(passive infrared and ultrasonic), 277V sensor with 180degree field-of-view
and maximum coverage of 2400 square feet.
2. Manual push button for ON/OFF light switching.
3. Time delay settings: 30 seconds, 10, 20 or 30 minutes).
4. Adjustable Integral blinders.
5. Sensor shall continuously monitor space to identify usage patterns. Unit shall automatically
adjust time delay and sensitivity settings for optimal performance and energy efficiency.
C. Ceiling Mounted.
1. Dual technology(passive infrared and ultrasonic), 24VDC sensor with unobtrusive appearance
and 360 degrees of coverage.
a. Provide type/quantity of motion sensors to meet square foot coverage requirements.
2. Provide power pack for 24VDC controls and switching of 120/277V circuits. Minimum quantity
of sensors per power pack: 2.
3. Sensor shall continuously monitor space to identify usage patterns, Unit shall automatically
adjust time delay and sensitivity settings for optimal performance and energy efficiency.
4. Time delay settings: Auto, fixed (5,10,15,20 or 30 minutes).
5. Sensitivity settings: Auto, reduced sensitivity (passive infrared) variable (ultrasonic).
6. (1) N/0 and (1) N/C output.
2.05 PUSHBUTTONS
A. Manufacturers:
1. General Electric C-2000 Series or equal.
PROJECT NO. 18-172-1179 26 05 19-4 SECTION 26 05 19
Copyright 2018 by KLUBER, INC.;All Rights Reserved CONDUCTORS AND DEVICES
B. Description: NEMA ICS-2, 600 volt ac maximum, 10 amperes ac continuous.
1. Emergency Electric Shut Off: Two position maintained push-pull 40mm, round plastic red color
in NEMA 1 enclosure.
a. Cover Plate: Emergency Stop cover plate, brushed chrome.
b. Label: Gas Shut Off.
c. Contacts: One normally closed contact, one normally open contact.
2. Laboratory General Exhaust Switch: Multi-function on-off NEMA 1 enclosure, gang with
emergency electric shut off pushbutton.
a. Cover Plate: Room Exhaust cover plate.
b. Label: On/Off.
2.06 LARGE POKE-THROUGH FITTINGS
A. Manufacturers:
1, Wiremold Evolution 6AT Series.
2. Approved Equal.
B. Description: Recessed mounted Poke-thru with devices as noted on drawings. Provide top guard
protection. Poke thru's shall be fire rated.
1. Provide fire stopping as required.
2. Core holes in floor as required. Poke-thru's shall be spaced to maintain structural integrity of
the floor.
2.07 WIRING CONNECTIONS:
A. Make permanent splice connections to achieve no measurable temperature rise:
1. Wire size up to#6 AWG: Spring wire cap.
2. Over#6 AWG: Crimp type Compression connector. Rubber under wrap with insulated plastic
tape over wrap.
B, Make terminations to achieve no measurable temperature rise:
1. Wire size up to#6 AWG: Set screw type compression terminal lug.
2. Wire size over#6 AWG: Crimp type compression connector to spade lug.
2.08 CORDS AND CAPS
A. Manufacturers:
1. Carol.
2. Substitutions: Or Equal.
B. Attachment Plug Construction: Conform to NEMA WD 1.
C. Configuration: NEMA WD 6; match receptacle configuration at outlet provided for equipment.
D. Cord Construction: ANSI/NFPA 70, Type SO multiconductor flexible cord with identified
equipment grounding conductor.
E. Cord Construction: ASTM B-8 or B-174, annealed stranded bare copper with PVC insulation and
jacket. Resistant to oils, lubricants, water, acids alkalies, ozone or abrasion.
PROJECT NO. 18-172-1179 2605 19-5 SECTION 26 05 19
Copyright 2018 by KLUBER, INC.;All Rights Reserved CONDUCTORS AND DEVICES
F. Size: Suitable for connected load of equipment, length of cord, and rating of branch circuit
overcurrent protection(3 conductor#12 unless otherwise noted.)
G. Accessories: Strain-relief at cap and junction box.
H. Accessories: Provide cord grip next to ceiling junction box to support cord. Mount cord grip to
structure.
2.09 RETRACTABLE CORD AND PLUG SET
A. Manufacturers:
1. Appleton.
2. Woodhead.
B. Description: Steel spring driven, self-retracting cord and plug set.
1. Cord: Thirty-five (35) foot#12/3 SO Cord.
2. Plug: Nema 5-20R,with strain relief.
3. Support: Fixed, structural support.
4. Accessories: Adjustable retrieval ball stop, intermediate cord hanger.
2.10 CEILING FANS
A. Manufacturer:
1. 0-MARK.
a. #5630-1 RDP.
2. Substitution: Or Approved Equal.
B. Description:
1. Heavy-Duty/High Performance Industrial 56" reversible variable speed ceiling fan.
C. Motor: Fractional horsepower, direct drive, 18-pole permanent split capacitor motor with
permanently lubricated ball bearings and built-in thermal overload protection.
D. Speed Control: Multi-fan solid state speed controller.
1. 0-Mark#12006 or equal.
E. Reverse Switch:
1. D.P.D.T. switch.
2. See wiring diagram on details sheet.
F. Finish: White epoxy enamel.
G. Mounting: Surface, roof truss.
H. Voltage: 120 volt.
I. Accessory: Fan Guard (Marley#2800-1 or 2800-2), Secondary support chain.
2.11 CEILING FANS
A. Manufacturer:
1. Q-MARK
a. #36201
PROJECT NO. 18-172-1179 26 05 19-6 SECTION 26 05 19
Copyright 2018 by KLUBER, INC.,All Rights Reserved CONDUCTORS AND DEVICES
2. Substitution; Or Approved Equal.
B. Description:
1. Heavy-Duty/High Performance Industrial 36" reversible variable speed ceiling fan.
C. Motor: Fractional horsepower, direct drive, 18-pole permanent split capacitor motor with
permanently lubricated ball bearings and built-in thermal overload protection.
D. Speed Control: Multi-fan solid state speed controller.
1. 0-Mark#12006 or equal.
E. Reverse Switch:
1. D.P.D.T. switch.
2. See wiring diagram on details sheet.
F. Finish:White epoxy enamel.
G. Mounting: Surface, roof truss.
H. Voltage: 120 volt.
PART 3 EXECUTION
3.01 EXAMINATION AND PREPARATION
A. Verify that interior of building is physically protected from weather.
B. Verify that mechanical work which is likely to injure conductors has been completed.
C. Completely and thoroughly swab raceway system before installing conductors.
3.02 INSTALLATION
A. Neatly train and secure wiring inside boxes, equipment, and panelboards.
B. Use wire pulling lubricant for pulling 4 AWG and larger wires.
C. Route wire and cable as required to meet project conditions.
1. Wire and cable routing indicated is approximate unless dimensioned.
2. Where wire and cable destination is indicated and routing is not shown, determine exact routing
and lengths required.
D. Pull all conductors into raceway at same time.
E. Protect exposed cable from damage.
F. Neatly train and lace wiring inside boxes, equipment and panelboards.
G. Support cables above accessible ceilings to keep them from resting on ceiling tiles.
H. Make splices, taps, and terminations to carry full ampacity of conductors without perceptible
temperature rise.
I. Use split bolt connectors for copper conductor splices and taps, 6 AWG and larger. Tape
uninsulated conductors and connector with electrical tape to 150 percent of insulation rating of
conductor.
PROJECT NO. 18-172-1179 26 05 19-7 SECTION 26 05 19
Copyright 2018 by KLUBER, INC.;All Rights Reserved CONDUCTORS AND DEVICES
J. Terminate spare conductors with electrical tape.
K. Do not share neutral conductor on load side of dimmers.
L. Install wiring devices in accordance with manufacturer's instructions.
1. Install wall switches at height shown on drawings, OFF position down.
2. Install convenience receptacles at height shown on drawings grounding pole on bottom.
3. Install specific purpose receptacles at heights shown on Drawings.
M. Install wall plates flush and level.
1. Install decorative plates on switch, receptacle, and blank outlets in finished areas.
2. Install galvanized steel plates on outlet boxes and junction boxes in unfinished areas, above
accessible ceilings, and on surface-mounted outlets.
END OF SECTION
PROJECT NO. 18-172-1179 2605 19-8 SECTION 26 05 19
Copyright 2018 by KLUBER, INC.;All Rights Reserved CONDUCTORS AND DEVICES
SECTION 26 05 29
SUPPORTING DEVICES
PART GENERAL
1.01 SUMMARY
A. Section Includes:
1. Conduit and equipment supports.
2. Anchors and fasteners.
1.02 REFERENCES
A. NECA-National Contractors Association.
B. ANSI/NFPA 70- National Electrical Code.
PART 2 PRODUCTS
2.01 PRODUCT REQUIREMENTS
A. Materials and Finishes: Provide adequate corrosion resistance.
B. Provide materials, sizes, and types of anchors, fasteners and supports to carry the loads of
equipment and conduit. Consider weight of wire in conduit when selecting products.
C. Anchors and Fasteners:
1. Concrete Structural Elements: Use expansion anchors.
2. Steel Structural Elements: Use beam clamps.
3. Concrete Surfaces: Use self-drilling anchors and expansion anchors.
4. Hollow Masonry, Plaster, and Gypsum Board Partitions: Use toggle bolts.
5. Solid Masonry Walls: Use expansion anchors and preset inserts.
6. Sheet Metal: Use sheet metal screws.
7. Wood Elements: Use wood screws.
2.02 RACK CONSTRUCTION
A. Manufacturers:
1. UniStrut.
2. B-Line.
3. Caddy.
B. Description:
1. Rack: 12 gauge galvanized steel, 15/8" BY 15/8" full, green finish.
2. Spring Steel Clips: Spring or twirl type.
3. Pipe Clamp: Conduit clamp, match with rack.
4. Threaded rod and hardware: Plated finish, size and length as required for loading and
conditions.
2.03 CONDUIT HANGERS
A. Manufacturers:
1. Minerrallac Electric Company.
PROJECT NO. 18-172-1179 26 05 29-1 SECTION 26 05 29
Copyright 2018 by KLUBER, INC.;All Rights Reserved SUPPORTING DEVICES
2. Substitutions: Or Approved Equal.
B. Description:
1. Standard conduit hanger, zinc-plated steel with bolts.
2. Threaded rod and hardware: Plated finish, size and length as required for loading and
conditions.
2.04 BEAM CLAMPS
A. Manufacturers:
1. Appleton.
2. Midwest.
3. Raco.
B. Description: Malleable beam clamp, zinc plated steel.
PART 3 EXECUTION
3.01 INSTALLATION
A. Install products in accordance with manufacturer's instructions.
B. Provide anchors, fasteners, and supports in accordance with NECA "Standard of Installation".
C. Do not fasten supports to pipes, ducts, mechanical equipment, and conduit.
D. Do not use powder-actuated anchors.
E. Do not drill or cut structural members.
F. Fabricate supports from structural steel or steel channel. Rigidly weld members or use hexagon
head bolts to present neat appearance with adequate strength and rigidity. Use spring lock
washers under all nuts.
G. Install surface-mounted cabinets and panelboards with minimum of four anchors.
H. In wet and damp locations use steel channel supports to stand cabinets and panelboards one inch
off wall.
I. Use sheet metal channel to bridge studs above and below cabinets and panelboards recessed in
hollow partitions.
END OF SECTION
PROJECT NO. 18-172-1179 260529-2 SECTION 26 05 29
Copyright 2018 by KLUBER, INC.;All Rights Reserved SUPPORTING DEVICES
SECTION 26 05 35
RACEWAYS AND BOXES
PART 1 GENERAL
1.01 SUMMARY
A. Section Includes:
1. Raceway Requirements,
2. Metallic Conduit and Fittings.
3. Nonmetallic Tubing.
4. Electrical Boxes.
5. Directional Boring.
6. Pedestal Enclosure.
7, Electrical Floor Boxes.
8. Multi-Service Steel Recessed Floor Box
9. Electrical Ceiling Boxes.
10.Penetration Sealants.
11.Surface Metallic Raceway.
12.Low Profile Surface Metallic Raceway.
13.Surface Nonmetallic Raceway.
14.Pop-Open Enclosure.
15.Hand Holes.
16.Wireway.
1.02 REFERENCES
A. American National Standards Institute (ANSI)
1. ANSI C80.1 - Specification for Rigid Steel Conduit, Zinc-Coated,
2. ANSI C80.3- Specification for Electrical Metallic Tubing, Zinc-Coated.
B. ANSI/NEMA FB 1 - Fittings, Cast Metal Boxes, and Conduit Bodies for Conduit and Cable
Assemblies.
C. NECA"Standard of Installation"
D. Underwriter's Laboratory Fire Resistance Directory.
1.03 QUALITY ASSURANCE
A. Install all raceways in accordance with applicable building codes and NECA"Standard of
Installation."
1.04 SUBMITTALS
A. Shop Drawings: Submit intended routing of all conduits exposed in rooms or under slab. Due to
the exposed nature of this Work, careful lay-out procedures are necessary to provide an
acceptable aesthetic appearance and to avoid crossing of conduits.
B. Submit Under Provisions of Section 0178 00 -Contract Closeout:
1. Project Record Documents:
a. Accurately record actual locations and mounting heights of outlet, pull, and junction boxes.
PROJECT NO. 18-172-1179 26 05 35-1 SECTION 26 05 35
Copyright 2018 by KLUBER, INC.;All Rights Reserved RACEWAYS AND BOXES
b. Accurately record re-arrangement of panel schedule at panelboards.
c. Accurately record within a tolerance of 6 inches the location of all conduits greater than 3/4"
trade size, all conduit homeruns, all underground and all in-slab conduits.
1.05 PROJECT CONDITIONS
A. Verify that field measurements are as shown on Drawings.
B. Verify routing and termination locations of conduit prior to rough-in.
C. Conduit routing is shown on Drawings in approximate locations unless dimensioned. Route as
required to complete wiring system.
D. Electrical boxes are shown on Drawings in approximate locations unless dimensioned. Install at
locations required for box to serve intended purpose. Include in base bid, installation within 10
feet of location shown.
1.06 TRENCHING, FILL AND COMPACTION
A. Provide trenching, fill and compaction for all work indicated on Drawings and specified in Division
26 sections.
B. Delegated Engineering Responsibility: The Contractor shall employ experienced horizontal
directional drilling personnel familiar with local conditions and Commonwealth Edison Company
requirements. Contractor shall be responsible for selection of drilling equipment, drilling fluids,
drilling operations, location and tacking instrumentation, ream and pull back procedures.
1.07 TEMPORARY UTILITIES
A. Arrange with utility company and provide temporary lighting and power necessary for building
continued operations and construction use.
PART 2 PRODUCTS
2.01 RACEWAY REQUIREMENTS
A. Use only specified raceway in the following locations:
1. Branch Circuits and Feeders:
a. Concealed Dry Interior Locations: Electrical metallic tubing.
b. Exposed Dry Interior Finished Locations: Electrical metallic tubing.
c. Exposed Dry Interior Unfinished Locations: Electrical metallic tubing.
d. Utility Primary and Site Lighting: Sch 40 PVC, concrete encased under road ways and
parking lots.
1) Transition to galvanized rigid metallic conduit at transformer pad and utility pole
locations.
2) Conduit Fittings; NEMA TC 9
3) Product: As approved by Utility Company(Commonwealth Edison Company).
e. All other locations: Galvanized Rigid Metallic Conduit.
B. Size raceways for conductor type installed.
1. Minimum Size Conduit Homerun to Panelboard: 314-inch.
PROJECT NO. 18-172-1179 2605 35-2 SECTION 26 05 35
Copyright 2018 by KLUBER, INC.;All Rights Reserved RACEWAYS AND BOXES
2.02 METALLIC CONDUIT AND FITTINGS
A. Conduit:
1. Rigid Steel Conduit: ANSI C80.1.
2. Electrical metallic tubing: ANSI C80.3.
3. Flexible Conduit: UL 1, zinc-coated steel.
a. Liquidtight Flexible Conduit: UL360. Fittings shall be specifically approved for use with this
raceway.
B. Conduit Fittings:
1. Metal Fittings and Conduit Bodies: NEMA FB 1.
a. EMT fittings: Use set-screw indentor-type fittings.
2.03 NONMETALLIC TUBING
A. Manufacturers:
1. Carlon Co.
2, LCP National Plastics, Inc.
3. Pacific Western Extruded Plastics Co.
B. Description: UL651A"Type EB and A PVC Conduit and HDPE Conduit."
1. Conduit: Schedule 40. Suitable for exposure to sunlight and direct burial.
2.04 ELECTRICAL BOXES
A. Manufacturers:
1. Raco.
2. Steel City.
3. Appleton.
4. Substitutions: Or Approved Equal.
B. Sheet Metal Outlet Boxes: ANSI/NEMA OS 1, galvanized steel, suitable for installation in
masonry:
C. Equipment Support Boxes: Rated for weight of equipment supported; include 2 inch male fixture
studs where required.
D. Wet Location Outlet Boxes: Cast aluminum: Cast alloy, deep type, gasket cover,threaded hubs.
2.05 POP-OPEN ENCLOSURE
A. Manufacturers:
1, FSR
2. Hubbell
3. Wiremold
B. Description
1. Recessed table top enclosure with pop-open cover.
2. (1) Double duplex receptacle.
3. Up to 8 Communications devices.
4. Can be installed in any table surface with thickness ranging from .75" to 2.75'
PROJECT NO. 18-172-1179 26 05 35-3 SECTION 26 05 35
Copyright 2018 by KLUBER, INC.;All Rights Reserved RACEWAYS AND BOXES
C. Cover:
1. Flush type.
2. Color as selected by Architect.
2.06 PEDESTAL ENCLOSURE
A. Manufacturers:
1. Hubbell.
2. Wiremold.
3. Approved Equal.
B. Description:
1. Above Counter service pedestal.
2. Metallic with aluminum frame and brushed aluminum housing.
3. Up to either(2)duplex receptacles (one on each side of pedestal), (2) GFCI duplex receptacles
(one on each side of pedestal) or(8) communications devices (four on each side of pedestal).
4. Bottom of enclosure shall be mounted to counter(stem mounting not acceptable).
C. Cover:
1. Stainless steel.
2.07 ELECTRICAL FLOOR BOXES
A. Manufacturers:
1. Hubbell.
2. Appleton,
3. Walker.
B. Concrete floor slab: Fully adjustable, stamped steel, T deep, two compartment(power/data),
recessed flip top cover service box style floor box.
C. Provide surface mounted ("dog house" type) service fittings where called out on drawings.
1. Service fitting shall:
a. accept up to (2) 1" locking nipples.
b. have interchangeable faceplates.
D. Cafeteria: Fully adjustable, cast iron, 4" deep, brass screw covers with threaded brass protective
rings for plugs (mechanical/wet mop protection).
2.08 MULTI-SERVICE STEEL RECESSED FLOOR BOXES
A. Manufacturers
1. Hubbell Wiring Devices-Kellems-www.hubbell-wiring.com
2. Thomas & Betts Corporation -www.tnb.com
3. The Wiremold Company-www,wiremoid.com
B. Description:
1. Recessed type.
2. Provide capacity of up to six duplex receptacles and/or communication services.
3. Fully adjustable before concrete pour.
4. Openings for up to (4) 1"conduits and (4) 3/4" conduits.
PROJECT NO. 18-172-1179 26 05 35-4 SECTION 26 05 35
Copyright 2018 by KLUBER, INC.:All Rights Reserved RACEWAYS AND BOXES
C. Flush Cover and Flange Assembly:
1. Steel Cover with Carpet Flange Assembly.
2. Cover shall provide protection from water, dirt and debris.
3. Cover shall close completely when plugs are connected into receptacles and/or
communications jacks.
D. Backbox dimensions (minimum).
1. 10" Length x 10"Width x 3" Depth.
2.09 ELECTRICAL CEILING BOXES.
A. Manufacturers:
1. Panduit.
2. Leviton.
3. Walker.
B. Description: Two gang, separated power/data surface metallic box. Combination duplex
receptacle with two port data faceplate, compatible with data jacks. Ivory.
2.10 PENETRATION SEALANTS
A. Fire-rated assemblies: Provide firestopping of all penetrations made by Work under this Contract in
accordance with provisions of Section 07 84 00 requirements.
B. Thermal and Moisture Protection: Provide thermal and moisture protection made by Work under
this Contract of all exterior wall, floor and roof penetrations in accordance with Division 7
requirements.
2.11 TWO CELL SURFACE METALLIC RACEWAY
A. Manufacturer:
1. Wiremold G-4000 Series or equal.
B. Description: UL-5, 4-3/4 inches wide by 1-3/4 inches height, two channel galvanized steel,
combination power/data.
C. Finish: Painted, ANSI 61 Gray.
D. Accessories: Transition fittings, divider plates, device mounting straps, couplings, combination
power/data cover plates, end plates and all other accessories necessary for a complete system in
locations indicated on Drawings.
2.12 TWO CELL LOW PROFILE SURFACE METALLIC RACEWAY
A. Manufacturer:
1. Wiremold 2400 Series or equal,
B. Description: UL-5, 2 inches wide by 1 inch height, two channel galvanized steel, combination
power/data.
C. Finish: Painted, ANSI 61 Color Selected by architect.
PROJECT NO, 18-172-1179 260535-5 SECTION 26 05 35
Copyright 2018 by KLUBER, INC.:All Rights Reserved RACEWAYS AND BOXES
D. Accessories: Transition fittings, divider plates, device mounting straps, couplings, combination
power/data cover plates, end plates and all other accessories necessary for a complete system in
locations indicated on Drawings.
2.13 TWO CELL SURFACE NON-METALLIC RACEWAY
A. Manufacturer:
1. Wiremold 5400 Series or equal.
B. Description: UL-5A, 5-1/4 inches wide by 1-3/4 inches height, two channel with individual (twin
snap) compartment covers, combination power/data.
C. Finish: White.
D. Accessories: Transition fittings, divider plates, device mounting straps, couplings, combination
power/data cover plates, end plates and all other accessories necessary for a complete system in
locations indicated on Drawings.
2.14 POP-OPEN ENCLOSURE
A. Manufacturers
1. FSR#T3U-3R-fsrinc.com
2. No Substitutions.
B. Description
1. Recessed table top enclosure with pop-open cover.
2. Provide double duplex receptacle.
3. Provide space for data jack where required.
C. Flush Cover:
1. Finish to be selected by Architect.
2.15 HAND HOLES
A. Manufacturers:
1. Quazite.
2. Approved Equal
B. Description: Precast polymer concrete or precast concrete, Non-conductive, non-flammable with
open bottom. Flanged, non-conductive, gasketed cover enclosure with stainless-steel cover
screws.
1. Load Rating: UL listed Tier 22 as suitable for driveway, parking lot and off-roadway applications
subject to occasional non-deliberate heavy vehicular traffic.
2. Cover inscribed with or"ELECTRIC' or other suitable description,
2.16 WIREWAY
A. Manufacturers:
1. Hoffman.
2. Cooper Industries.
3. Approved Equal.
PROJECT NO. 18-172-1179 26 05 35-6 SECTION 26 05 35
Copyright 2018 by KLUBER, INC.;All Rights Reserved RACEWAYS AND BOXES