Bid Room - 816... · 2013. 5. 14. · PROJECT MANUAL CDB #816-010-039 RENOVATE ENGBRETSON HALL...

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PROJECT MANUAL CDB #816-010-039 RENOVATE ENGBRETSON HALL GOVERNORS STATE UNIVERSITY 1 UNIVERSITY PARKWAY UNIVERSITY PARK, WILL COUNTY, ILLINOIS 60484 BUILDING NO.: T2000 CONTRACTS: GENERAL ELECTRICAL State of Illinois CAPITAL DEVELOPMENT BOARD USING AGENCY: GOVERNORS STATE UNIVERSITY BY: FGM ARCHITECTS INC. 200 WEST JACKSON BLVD., SUITE 1040 CHICAGO, ILLINOIS 60606 DATE: APRIL 12, 2013 ISSUED FOR BID

Transcript of Bid Room - 816... · 2013. 5. 14. · PROJECT MANUAL CDB #816-010-039 RENOVATE ENGBRETSON HALL...

Page 1: Bid Room - 816... · 2013. 5. 14. · PROJECT MANUAL CDB #816-010-039 RENOVATE ENGBRETSON HALL GOVERNORS STATE UNIVERSITY 1 UNIVERSITY PARKWAY UNIVERSITY PARK, WILL COUNTY, ILLINOIS

PROJECT MANUAL CDB #816-010-039 RENOVATE ENGBRETSON HALL GOVERNORS STATE UNIVERSITY 1 UNIVERSITY PARKWAY UNIVERSITY PARK, WILL COUNTY, ILLINOIS 60484 BUILDING NO.: T2000 CONTRACTS: GENERAL ELECTRICAL State of Illinois

CAPITAL DEVELOPMENT BOARD USING AGENCY: GOVERNORS STATE UNIVERSITY BY: FGM ARCHITECTS INC.

200 WEST JACKSON BLVD., SUITE 1040 CHICAGO, ILLINOIS 60606

DATE: APRIL 12, 2013

ISSUED FOR BID

License Expiration Date: License Expiration Date: Signature: Signature: Date Signed: Date Signed:

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CDB 00 01 10 – January 2013

CDB 816-010-039 TABLE OF CONTENTS 00 01 10 - 1

PROJECT MANUAL SECTION 00 01 10 – TABLE OF CONTENTS

State of Illinois CAPITAL DEVELOPMENT BOARD FGM ARCHITECTS INC. 200 WEST JACKSON BLVD., SUITE 1040 CHICAGO, ILLINOIS 60606 (630) 574-8300 PROJECT MANUAL FOR CDB 816-010-039 ENGBRETSON HALL RENOVATION GOVERNORS STATE UNIVERSITY COOK COUNTY, ILLINOIS DATE: APRIL 12, 2013 – ISSUED FOR BID

DOCUMENT TITLE PAGES

00 01 15 Drawing Schedule 00 01 15-1

00 11 13 Advertisement for Bids 00 11 13-1 – 02

BIDDING AND CONTRACT REQUIREMENTS

00 41 00 Bid Form – General 00 41 00-1 – 21

00 41 04 Minority / Female Workforce Projections – DHR Form PC-2,

General

00 41 04-1 – 02

00 41 05 Minority / Female Subcontractor & Supplier Utilization Form,

General

00 41 05-1 – 02

00 41 06 Bid Bond Form – General 00 41 06-1

00 41 07 Product Substitution Form 00 41 07-1

00 41 00 Bid Form – Electrical 00 41 00-1 – 21

00 41 04 Minority / Female Workforce Projections – DHR Form PC-2,

Electrical

00 41 04-1 – 02

00 41 05 Minority / Female Subcontractor & Supplier Utilization Form,

Electrical

00 41 05-1 – 02

00 41 06 Bid Bond Form – Electrical 00 41 06-1

00 41 07 Product Substitution Form – Electrical 00 41 07-1

SUPPLEMENTARY CONDITIONS

00 43 43 Prevailing Rate of Wages 00 43 43-1 – 08

Project Labor Agreement (PLA) Pages 01 – 13

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CDB 00 01 10 – January 2013

CDB 816-010-039 TABLE OF CONTENTS 00 01 10 - 2

GENERAL REQUIREMENTS

01 11 00 Project Summary 01 11 00-1 – 06

01 11 01 Supplement to SDC and SDC-CM 01 11 01-1 – 08

01 31 00 Coordination 01 31 00-1

01 33 23 Shop Drawings, Product Data, & Samples Schedule 01 33 23-1 – 08

01 35 16 Remodeling Project Procedures 01 35 16-1 – 04

01 35 35 Security 01 35 35-1

01 41 00 Regulatory Requirements 01 41 00-1 – 03

01 51 50 Use of Existing Facilities 01 51 50-1 – 04

01 73 29 Cutting and Patching, 01 73 29-1 – 03

01 78 23 Operating & Maintenance Data Schedule 01 78 23-1 – 04

01 78 36 Extended Warranties & Bonds Schedule 01 78 36-1

01 78 39 Project Record Documents 01 78 39-1 – 02

DIVISION 02 EXISTING CONDITIONS PAGES

02 41 19 Selective Structure Demolition 02 41 19-1 – 05

DIVISION 03 CONCRETE

033053 Cast-In-Place Concrete 033053-1 – 07

035216 Lightweight Insulating Concrete 035216-1 – 04

DIVISION 05 METALS PAGES

05 50 00 Metal Fabrications 05 50 00-1 – 08

DIVISION 06 WOOD, PLASTICS, AND COMPOSITES PAGES

06 10 00 Rough Carpentry 06 10 00-1 – 05

06 40 23 Interior Architectural Woodwork 06 40 23-1 – 06

DIVISION 07 THERMAL AND MOISTURE PROTECTION PAGES

07 29 00 Joint Sealants 07 29 00-1 – 04

DIVISION 08 OPENINGS PAGES

08 11 13 Hollow Metal Frames 08 11 13-1 – 08

08 14 16 Flush Wood Doors 08 14 16-1 – 06

08 71 00 Finish Hardware 08 71 00-1 – 10

08 80 00 Glazing 08 80 00-1 – 03

DIVISION 09 FINISHES PAGES

09 22 16 Non-Structural Metal Framing 09 22 16-1 – 06

09 29 00 Gypsum Board 09 29 00-1 – 06

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CDB 00 01 10 – January 2013

CDB 816-010-039 TABLE OF CONTENTS 00 01 10 - 3

09 51 13 Acoustical Panel Ceilings 09 51 13-1 – 07

09 65 13 Resilient Base and Accessories 09 65 13-1 – 04

09 68 13 Tile Carpeting 09 68 13-1 – 03

09 84 33 Sound Absorbing Units 09 84 33-1 – 07

09 91 23 Interior Painting 09 91 23-1 – 08

DIVISION 10 SPECIALTIES PAGES

10 11 00 Visual Display Surfaces 10 11 00-1 – 05

DIVISION 11 EQUIPMENT PAGES

11 52 13 Projection Screens 11 52 13-1 – 04

DIVISION 12 FURNISHINGS PAGES

12 22 00 Curtains and Drapes 12 22 00-1 – 04

DIVISION 21 FIRE SUPPRESSION PAGES

21 13 13 Wet-Pipe Sprinkler Systems 21 13 13-1 – 09

DIVISION 23 HEATING, VENTILATING, AND AIR-CONDITIONING PAGES

23 05 93 Testing, Adjusting, and Balancing 23 05 93-1 – 18

23 07 13 HVAC Insulation 23 07 13-1 – 22

23 31 00 Metal Ducts 23 31 00-1 – 13

23 33 00 Duct Accessories 23 33 00-1 – 10

23 37 13 Diffusers, Registers, and Grilles 23 37 00-1 – 04

DIVISION 26 ELECTRICAL PAGES

26 05 19 Conductors and Cables 26 05 19-1 – 04

26 05 26 Grounding and Bonding 26 05 26-1 – 04

26 05 29 Hangers and Supports for Electrical Systems 26 05 27-1 – 04

26 05 33 Raceways and Boxes 26 05 33-1 – 07

26 05 44 Sleeves and Sleeve Seals 26 05 44-1 – 05

26 05 53 Electrical Identification 26 05 53-1 – 06

26 24 16 Panelboards 26 24 16-1 – 07

26 27 26 Wiring Devices 26 27 26-1 – 07

26 28 16 Enclosed Switches and Circuit Breakers 26 28 16-1 – 07

26 51 00 Interior and Building Mounted Lighting 26 51 00-1 – 11

DIVISION 27 COMMUNICATIONS PAGES

27 41 16 Integrated Audio/Visual Systems and Equipment 27 41 16-1 – 15

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CDB 00 01 10 – January 2013

CDB 816-010-039 TABLE OF CONTENTS 00 01 10 - 4

SPECIFIERS:

General: David Yandel, FGM Architects (312) 948-8436

MEP: Ken Panucci, Primera (312) 242-6352

A/V: Kevin Watson, Threshold (312) 386-1400

END OF SECTION 00 01 10

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CDB 00 01 15 APRIL 2011

CDB 816-010-039 DRAWINGS, SCHEDULES AND DETAILS 00 01 15 - 1

BIDDING & CONTRACT REQUIREMENTS SECTION 00 01 15 - DRAWINGS, SCHEDULES AND DETAILS

LIST OF DRAWINGS

GENERAL

G1.00 COVER SHEET & DRAWING INDEX

G1.01 ARCHITECTURAL SYMBOLS, ABBREVIATIONS & GENERAL NOTES

ARCHITECTURAL

AD1.01 DEMOLITION PLANS AND ELEVATIONS

A1.00 FLOOR PLAN

A1.10 SECTIONS & DETAILS

A1.11 INTERIOR ELEVATIONS

A1.12 LARGE SCALE PLANS & INTERIOR ELEVATIONS

A1.13 REFLECTED CEILING PLANS

A2.30 DOORS & PARTITION TYPES

VENTILATION

M0.00 MECHANICAL SYMBOL LIST AND ABBREVIATIONS

MD1.00 FIRST FLOOR VENTILATION DEMOLITION PLAN

M1.00 FIRST FLOOR VENTILATION PLAN

M2.00 MECHANICAL DETAILS

FIRE PROTECTION

FP1.00 FIRST FLOOR FIRE PROTECTION PLAN

ELECTRICAL

E0.00 ELECTRICAL SYMBOL LIST AND ABBREVIATIONS

ED1.00 ELECTRICAL DEMOLITION PLAN

E1.00 FIRST FLOOR POWER PLAN

E2.00 FIRST FLOOR LIGHTING PLAN

E3.00 ELECTRICAL DETAILS

AUDIO / VISUAL

EA1.00 ELECTRICAL FOR AUDIO – INDEX AND DETAILS

EA1.12 ELECTRICAL FOR AUDIO – MAIN LEVEL PLAN

EA1.13 ELECTRICAL FOR AUDIO – REFLECTED CEILING PLAN

AV2.01 AUDIO/VISUAL SYSTEMS FLOW DIAGRAMS

AV4.00 AUDIO/VISUAL PANEL AND RACK ELEVATIONS

AV4.01 AUDIO/VISUAL PANEL AND RACK ELEVATIONS

AV5.01 AUDIO/VISUAL DETAILS – SECTIONS AND ELEVATIONS

DRAWINGS DATED: APRIL 5, 2013 – ISSUED FOR CD REVIEW

END OF SECTION 00 01 15

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CDB 00 11 13 January 2013

CDB 816-010-039 ADVERTISEMENT FOR BIDS 00 11 13 - 1

BIDDING & CONTRACT REQUIREMENTS

SECTION 00 11 13 – ADVERTISEMENT FOR BIDS

The State of Illinois, Capital Development Board (CDB) will receive sealed bids for:

CDB PROJECT #: 816-010-039

TITLE: ENGBRETSON HALL RENOVATION

LOCATION: GOVERNORS STATE UNIVERSITY

USING AGENCY: GOVERNORS STATE UNIVERSITY

COUNTY: WILL COUNTY, ILLINOIS

PROJECT DESCRIPTION

Interior renovation of existing 1,500 square foot lecture room located on the campus of Governors State

University. Project includes selective demolition, new interior finishes, ventilation, electrical, fire

sprinkler, and audio/visual work.

TRADE COST RANGE BID DATE/TIME

GENERAL UNDER $400,000 WEDNESDAY, MAY 29, 2013 AT 11:00 AM

ELECTRICAL UNDER $300,000 WEDNESDAY, MAY 22, 2013 AT 11:00 AM

BID LOCATION

ILLINOIS CAPITAL DEVELOPMENT BOARD

100 WEST RANDOLPH STREET

SUITE 14-600, 14TH FLOOR

JAMES R. THOMPSON CENTER

CHICAGO, ILLINOIS 60601

Minority & Female Business Subcontractor/Supplier Participation is Applicable.

Obtain Plans From:

Tree Towns Reprographics Service, Inc.

542 Spring Road

Elmhurst, Illinois 60126

(630) 832-0209

Refundable Plan Deposit: $100.00

Pre-Bid Meeting Date and Time: Wednesday, May 8, 2013 at 11:00 AM

Pre-Bid Meeting Location:

Engbretson Hall

Governors State University

1 University Parkway

University Park, Illinois 60484

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CDB 00 11 13 January 2013

CDB 816-010-039 ADVERTISEMENT FOR BIDS 00 11 13 - 2

INFORMATION TO BIDDERS:

1. Bidders must be prequalified with CDB; allow 45 days for application processing. For an

application and a copy of CDB's Standard Documents for Construction (applicable to this

project), visit CDB’s Website www.cdb.state.il.us or phone 217/782-6152 (TDD 217/524-4449).

2. All contractors and subcontractors are required to pay prevailing wages as determined by the

Illinois Department of Labor.

3. Progress payments will normally be issued by the Illinois Comptroller within 30 business days

after CDB receives and approves an Invoice-Voucher.

4. Contact the A/E for the location of plan rooms where documents are on file.

5. Bidders are advised to review Article 01 11 01, Supplement to SDC, for any revisions to the

Standard Documents for Construction.

6. The Disclosure Form(s) and Standard Certifications must be included with bid at time of

submittal. Failure to do so will result in rejection of bid. You are also required to submit

disclosure forms and standard certifications for subcontractors whose contracts will be

valued over $50,000 within 20 days of execution of your contract with CDB or execution of

the contract between you and your subcontractor, whichever is later.

7. MBE/FBE firms must be certified or registered with CMS as either an MBE or FBE prior

to bidding.

CAPITAL DEVELOPMENT BOARD

Jim Underwood

Executive Director

Chima Odo

Project Manager

Tel: (312) 814-6020

Email: [email protected]

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BIDDING & CONTRACT REQUIREMENTS

DOCUMENT 00 41 00 – BID FORM

RETURN WITH BID

CDB 00 41 00 January 2013

CDB 816-010-039 BID FORM – GENERAL 00 41 00 - 1

NAME OF FIRM:

FOR: GENERAL WORK

BID FOR: GENERAL WORK CDB PROJECT NUMBER: CDB 816-010-039

PROJECT TITLE: RENOVATE ENGBRETSON HALL

GOVERNORS STATE UNIVERSITY

BID TO: STATE OF ILLINOIS, CAPITAL DEVELOPMENT BOARD

THE BIDDER ACKNOWLEDGES THE FOLLOWING ADDENDA:

(Failure to acknowledge may cause bid rejection.)

NO. , DATED NO. , DATED NO , DATED

NO. , DATED NO. , DATED NO , DATED

EACH BID SHALL INCLUDE:

A. THE BID FORMS, INCLUDING THE PC-2 FORM AND THE MBE/FBE FORM (00 41 05).

B. BID SECURITY

C. PRODUCT SUBSTITUTION FORM (at Bidder's option)

D. DISCLOSURE(S), STANDARD CERTIFICATIONS, & BD. OF ELECTIONS CERTIFICATE

BASE BID: THE BIDDER AGREES TO PERFORM ALL WORK FOR THE ABOVE TRADE,

EXCLUSIVE OF ALTERNATE BIDS, FOR THE SUM OF:

DOLLARS ($ )

Note: Any qualifying or conditional statements included on the bid form or attached to the bid form may

result in rejection of the bid unless rescinded by the bidder.

PRODUCT SUBSTITUTION FORM ATTACHED:

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BIDDING & CONTRACT REQUIREMENTS

DOCUMENT 00 41 00 – BID FORM

RETURN WITH BID

CDB 00 41 00 January 2013

CDB 816-010-039 BID FORM – GENERAL 00 41 00 - 2

State Required Ethical Standards Governing Contract Procurement: Certifications and Disclosures

A. Article 50 of the Illinois Procurement Code establishes the duty of all State chief procurement

officers, State purchasing officers, and their designees to maximize the value of the expenditure of

public moneys in procuring goods, services, and contracts for the State of Illinois and to act in a

manner that maintains the integrity and public trust of State government. In discharging this duty,

they are charged by law to use all available information, reasonable efforts, and reasonable actions to

protect, safeguard, and maintain the procurement process of the State of Illinois.

B. In order to comply with the provisions of Article 50 and to carry out the duty established therein, all

bidders are to adhere to ethical standards established for the procurement process, and to make such

assurances, disclosures and certifications required by law. The bidder indicates that each certification

is made and understood, and that each disclosure requirement has been understood and completed.

C. In addition to all other remedies provided by law, failure to comply with any assurance, failure to

make any disclosure or the making of a false certification shall be grounds for the chief procurement

officer to void the contract, or subcontract, and may result in the suspension or debarment of the

bidder or subcontractor.

THE BIDDER AGREES TO:

1. Hold this bid open for 60 calendar days after bid opening date or as required in the project manual.

2. Enter into and execute a contract with CDB if awarded on the basis of this bid.

3. Comply with the Contract Documents with respect to all bonds, insurance, work requirements and

schedule.

4. Conform to the goals established for the utilization of minority and female workers and

subcontractors/suppliers as included in the Contract Documents.

5. Pay CDB a Construction Administration Fee, as specified in Project Manual Section 01 11 00, which

is included in the Base Bid price.

6. Comply with the provisions in Article 00 72 60, Alternative Dispute Resolution, of the SDC.

7. Complete the work in accordance with the contract time as specified in Project Manual Section

01 11 00.

THE BIDDER MAKES THE FOLLOWING REPRESENTATIONS AND CERTIFICATIONS:

A. A surety company has agreed to issue Bonds required by the Bid Documents for this work if this bid

is accepted by CDB.

B. The Bidder is not barred from contracting with any unit of state or local government as a result of

violating the bid rigging or bid rotating provisions contained in 720 ILCS 5/33E-3 and 720 ILCS

5/33E-4.

C. The Bidder is not barred from contracting with the State of Illinois as a result of a bribery conviction

per 30 ILCS 505/10.2.

D. The Bidder is not delinquent in the payment of any debt to the state per 30 ILCS 210/5. Bidder has

listed all known subcontractors and suppliers on the bid form in the space provided on the bid form.

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BIDDING & CONTRACT REQUIREMENTS

DOCUMENT 00 41 00 – BID FORM

RETURN WITH BID

CDB 00 41 00 January 2013

CDB 816-010-039 BID FORM – GENERAL 00 41 00 - 3

E. The Bidder certifies that it is aware of the requirements of Public Act 95-635, 820 ILCS 130/5.5, and

that, if awarded a contract, it is or will be in full compliance with the law prior to beginning work,

including the requirement to file with CDB a written substance abuse plan which meets or exceeds

the requirements of the Act.

F. The Bidder certifies that it is aware of the requirements of Public Act 97-0590 which was effective

August 26, 2011. This Public Act requires a fee of $15 to cover expenses related to the

administration of the Minority Contractor Opportunity Initiative. Any Vendor awarded a contract of

$1,000 or more from this solicitation is required to pay a fee of $15. The Comptroller shall deduct the

fee from the first check issued to the Vendor under the contract and deposit the fee in the

Comptroller’s Administrative Fund.

G. Apprenticeship and Training Certification

In accordance with the provisions of Section 30-22 (6) of the Illinois Procurement Code, the bidder

certifies that it is a participant, either as an individual or as part of a group program, in the approved

apprenticeship and training programs applicable to each type of work or craft that the bidder will

perform with its own forces. The bidder further certifies for work that will be performed by

subcontract that each of its subcontractors either (a) is, at the time of such bid, participating in an

approved, applicable apprenticeship and training program; or (b) will, prior to commencement of

performance of work pursuant to this contract, begin participation in an approved apprenticeship and

training program applicable to the work of the subcontract.

The bidder shall include with this bid package the official Certificate of Registration or a verification

letter from the US Department of Labor (USDOL) certified group program sponsor for the USDOL

certified apprenticeship and training program of which the bidder is a member for each of the types of

work or crafts that will be performed with the bidder’s forces and for each of the types of work or

crafts that will be performed by the subcontractor(s) (if the subcontractor is participating in an

approved program at the time of bid).

The requirements of this certification and disclosure are a material part of the contract, and the

contractor shall require this certification provision to be included in all subcontracts.

H. The Bidder will maintain an Illinois office as the primary place of employment for persons employed

in the construction authorized by the contract in accordance with 30 ILCS 500/30-22(8). In

accordance with the Statute, the bidder must sign an affidavit certifying compliance with the

requirement.

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BIDDING & CONTRACT REQUIREMENTS

DOCUMENT 00 41 00 – BID FORM

RETURN WITH BID

CDB 00 41 00 January 2013

CDB 816-010-039 BID FORM – GENERAL 00 41 00 - 4

AFFIDAVIT

STATE OF

COUNTY OF

CDB Project No.

CDB Contract No.

Before me this day personally appeared , who, being duly sworn, deposes and says:

(Print Name)

Bidder will maintain an Illinois office as the primary place of employment for persons employed in the

construction authorized by the contract in accordance with 30 ILCS 500/30-22(8). I am duly authorized

to make this affidavit.

Illinois Office Location:

Signature

Printed Name

, Illinois

Bidder Name

Address

I, ____________________________, a Notary Public of the County and State aforesaid, hereby certify

that ______________________________ personally known to me to be the affiant in the foregoing

affidavit, personally appeared before me this day and having been by me duly sworn deposes and says

that the facts set forth in the above affidavit are true and correct.

Witness my hand and official seal this the _________ day of __________, 20_____.

(SEAL) ______________________________

Notary Public

My Commission expires:

____ / ____ / ________.

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BIDDING & CONTRACT REQUIREMENTS

DOCUMENT 00 41 00 – BID FORM

RETURN WITH BID

CDB 00 41 00 January 2013

CDB 816-010-039 BID FORM – GENERAL 00 41 00 - 5

I. STANDARD BUSINESS TERMS AND CONDITIONS

1 AVAILABILITY OF APPROPRIATION (30 ILCS 500/20-60): This contract is contingent upon and subject to the availability of

funds. The State, at its sole option, may terminate or suspend this contract, in whole or in part, without penalty or further payment being

required, if (1) the Illinois General Assembly or the federal funding source fails to make an appropriation sufficient to pay such obligation, or if funds needed are insufficient for any reason, (2) the Governor decreases the Department’s funding by reserving some or all of the Department’s

appropriation(s) pursuant to power delegated to the Governor by the Illinois General Assembly; or (3) the Department determines, in its sole

discretion or as directed by the Office of the Governor, that a reduction is necessary or advisable based upon actual or projected budgetary considerations. Contractor will be notified in writing of the failure of appropriation or of a reduction or decrease.

2 AUDIT/RETENTION OF RECORDS (30 ILCS 500/20-65): Vendor and its subcontractors shall maintain books and records relating

to the performance of the contract or subcontract and necessary to support amounts charged to the State under the contract or subcontract. Books and records, including information stored in databases or other computer systems, shall be maintained by the Vendor for a period of three years

from the later of the date of final payment under the contract or completion of the contract, and by the subcontractor for a period of three years

from the later of final payment under the term or completion of the subcontract. If federal funds are used to pay contract costs, the Vendor and its subcontractors must retain its records for five years. Books and records required to be maintained under this section shall be available for review

or audit by representatives of: the procuring Agency, the Auditor General, the Executive Inspector General, the Chief Procurement Officer, State

of Illinois internal auditors or other governmental entities with monitoring authority, upon reasonable notice and during normal business hours. Vendor and its subcontractors shall cooperate fully with any such audit and with any investigation conducted by any of these entities. Failure to maintain

books and records required by this section shall establish a presumption in favor of the State for the recovery of any funds paid by the State under the

contract for which adequate books and records are not available to support the purported disbursement. The Vendor or subcontractors shall not impose a charge for audit or examination of the Vendor’s books and records.

3 TIME IS OF THE ESSENCE: Time is of the essence with respect to Vendor’s performance of this contract. Vendor shall continue to

perform its obligations while any dispute concerning the contract is being resolved unless otherwise directed by the State.

4 NO WAIVER OF RIGHTS: Except as specifically waived in writing, failure by a Party to exercise or enforce a right does not waive

that Party’s right to exercise or enforce that or other rights in the future.

5 FORCE MAJEURE: Failure by either Party to perform its duties and obligations will be excused by unforeseeable circumstances beyond its reasonable control and not due to its negligence including acts of nature, acts of terrorism, riots, labor disputes, fire, flood, explosion,

and governmental prohibition. The non-declaring Party may cancel the contract without penalty if performance does not resume within 30 days

of the declaration.

6 CONFIDENTIAL INFORMATION: Each Party, including its agents and subcontractors, to this contract may have or gain access to

confidential data or information owned or maintained by the other Party in the course of carrying out its responsibilities under this contract.

Vendor shall presume all information received from the State or to which it gains access pursuant to this contract is confidential. Vendor information, unless clearly marked as confidential and exempt from disclosure under the Illinois Freedom of Information Act, shall be considered

public. No confidential data collected, maintained, or used in the course of performance of the contract shall be disseminated except as

authorized by law and with the written consent of the disclosing Party, either during the period of the contract or thereafter. The receiving Party must return any and all data collected, maintained, created or used in the course of the performance of the contract, in whatever form it is

maintained, promptly at the end of the contract, or earlier at the request of the disclosing Party, or notify the disclosing Party in writing of its

destruction. The foregoing obligations shall not apply to confidential data or information lawfully in the receiving Party’s possession prior to its acquisition from the disclosing Party; received in good faith from a third-party not subject to any confidentiality obligation to the disclosing

Party; now is or later becomes publicly known through no breach of confidentiality obligation by the receiving Party; or is independently

developed by the receiving Party without the use or benefit of the disclosing Party’s confidential information.

7 USE AND OWNERSHIP: All work performed or supplies created by Vendor under this contract, whether written documents or data,

goods or deliverables of any kind, shall be deemed work-for-hire under copyright law and all intellectual property and other laws, and the State of

Illinois is granted sole and exclusive ownership to all such work, unless otherwise agreed in writing. Vendor hereby assigns to the State all right, title, and interest in and to such work including any related intellectual property rights, and/or waives any and all claims that Vendor may have to

such work including any so-called "moral rights" in connection with the work. Vendor acknowledges the State may use the work product for any purpose. Confidential data or information contained in such work shall be subject to confidentiality provisions of this contract.

8 INDEPENDENT CONTRACTOR: Vendor shall act as an independent contractor and not an agent or employee of, or joint venturer

with the State. All payments by the State shall be made on that basis.

9 SOLICITATION AND EMPLOYMENT: Vendor shall not employ any person employed by the State during the term of this contract

to perform any work under this contract. Vendor shall give notice immediately to the Agency’s director if Vendor solicits or intends to solicit

State employees to perform any work under this contract.

10 COMPLIANCE WITH THE LAW: The Vendor, its employees, agents, and subcontractors shall comply with all applicable federal,

state, and local laws, rules, ordinances, regulations, orders, federal circulars and all license and permit requirements in the performance of this

contract. Vendor shall be in compliance with applicable tax requirements and shall be current in payment of such taxes. Vendor shall obtain at its own expense, all licenses and permissions necessary for the performance of this contract.

11 BACKGROUND CHECK: Whenever the State deems it reasonably necessary for security reasons, the State may conduct, at its

expense, criminal and driver history background checks of Vendor’s and subcontractors officers, employees or agents. Vendor or subcontractor shall reassign immediately any such individual who, in the opinion of the State, does not pass the background checks.

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12 APPLICABLE LAW: This contract shall be construed in accordance with and is subject to the laws and rules of the State of Illinois.

The Department of Human Rights’ Equal Opportunity requirements (44 Ill. Adm. Code 750) are incorporated by reference. Any claim against the State arising out of this contract must be filed exclusively with the Illinois Court of Claims (705 ILCS 505/1). The State shall not enter into

binding arbitration to resolve any contract dispute. The State of Illinois does not waive sovereign immunity by entering into this contract. The

official text of cited statutes is incorporated by reference (An unofficial version can be viewed at http://www.ilga.gov/legislation/ilcs/ilcs.asp). In compliance with the Illinois and federal Constitutions, the Illinois Human Rights Act, the U. S. Civil Rights Act, and Section 504 of the federal

Rehabilitation Act and other applicable laws and rules the State does not unlawfully discriminate in employment, contracts, or any other activity.

13 ANTI-TRUST ASSIGNMENT: If Vendor does not pursue any claim or cause of action it has arising under federal or state antitrust laws relating to the subject matter of the contract, then upon request of the Illinois Attorney General, Vendor shall assign to the State rights, title

and interest in and to the claim or cause of action.

14 CONTRACTUAL AUTHORITY: The Agency that signs for the State of Illinois shall be the only State entity responsible for performance and payment under the contract. When the Chief Procurement Officer or authorized designee signs in addition to an Agency, they

do so as approving officer and shall have no liability to Vendor. When the Chief Procurement officer or authorized designee signs a master

contract on behalf of State agencies, only the Agency that places an order with the Vendor shall have any liability to Vendor for that order.

15 NOTICES: Notices and other communications provided for herein shall be given in writing by registered or certified mail, return

receipt requested, by receipted hand delivery, by courier (UPS, Federal Express or other similar and reliable carrier), by e-mail, or by fax showing

the date and time of successful receipt. Notices shall be sent to the individuals who signed the contract using the contact information following the signatures. Each such notice shall be deemed to have been provided at the time it is actually received. By giving notice, either Party may

change the contact information.

16 MODIFICATIONS AND SURVIVAL: Amendments, modifications and waivers must be in writing and signed by authorized representatives of the Parties. Any provision of this contract officially declared void, unenforceable, or against public policy, shall be ignored

and the remaining provisions shall be interpreted, as far as possible, to give effect to the Parties’ intent. All provisions that by their nature would

be expected to survive, shall survive termination. In the event of a conflict between the State’s and the Vendor’s terms, conditions and attachments, the State’s terms, conditions and attachments shall prevail.

17 PERFORMANCE RECORD / SUSPENSION: Upon request of the State, Vendor shall meet to discuss performance or provide

contract performance updates to help ensure proper performance of the contract. The State may consider Vendor’s performance under this contract and compliance with law and rule to determine whether to continue the contract, suspend Vendor from doing future business with the

State for a specified period of time, or to determine whether Vendor can be considered responsible on specific future contract opportunities.

18 FREEDOM OF INFORMATION ACT: This contract and all related public records maintained by, provided to or required to be provided to the State are subject to the Illinois Freedom of Information Act notwithstanding any provision to the contrary that may be found in

this contract.

STANDARD CERTIFICATIONS

Vendor acknowledges and agrees that compliance with this subsection in its entirety for the term of the contract and any renewals is a material

requirement and condition of this contract. By executing this contract Vendor certifies compliance with this subsection in its entirety, and is

under a continuing obligation to remain in compliance and report any non-compliance.

This subsection, in its entirety, applies to subcontractors used on this contract. Vendor shall include these Standard Certifications in any

subcontract used in the performance of the contract using the Standard Subcontractor Certification form provided by the State.

If this contract extends over multiple fiscal years, including the initial term and all renewals, Vendor and its subcontractors shall confirm compliance with this section in the manner and format determined by the State by the date specified by the State and in no event later than July 1

of each year that this contract remains in effect.

If the Parties determine that any certification in this section is not applicable to this contract it may be stricken without affecting the remaining subsections.

1. As part of each certification, Vendor acknowledges and agrees that should Vendor or its subcontractors provide false information, or

fail to be or remain in compliance with the Standard Certification requirements, one or more of the following sanctions will apply:

the contract may be void by operation of law,

the State may void the contract, and

the Vendor and it subcontractors may be subject to one or more of the following: suspension, debarment, denial of

payment, civil fine, or criminal penalty.

Identifying a sanction or failing to identify a sanction in relation to any of the specific certifications does not waive imposition of other

sanctions or preclude application of sanctions not specifically identified.

2. Vendor certifies it and its employees will comply with applicable provisions of the United States Civil Rights Act, Section 504 of the Federal Rehabilitation Act, the Americans with Disabilities Act, and applicable rules in performance of this contract.

3. Vendor, if an individual, sole proprietor, partner or an individual as member of a LLC, certifies he/she is not in default on an

educational loan. 5 ILCS 385/3.

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4. Vendor, if an individual, sole proprietor, partner or an individual as member of a LLC, certifies it he/she has not received (i) an early

retirement incentive prior to 1993 under Section 14-108.3 or 16-133.3 of the Illinois Pension Code or (ii) an early retirement incentive on or after 2002 under Section 14-108.3 or 16-133.3 of the Illinois Pension Code. 30 ILCS 105/15a; 40 ILCS 5/14-108.3; 40 ILCS

5/16-133.

5. Vendor certifies that it is a legal entity authorized to do business in Illinois prior to submission of a bid, offer, or proposal. 30 ILCS 500/1.15.8, 20-43.

6. To the extent there was a current Vendor providing the services covered by this contract and the employees of that Vendor who

provided those services are covered by a collective bargaining agreement, Vendor certifies (i) that it will offer to assume the collective bargaining obligations of the prior employer, including any existing collective bargaining agreement with the bargaining

representative of any existing collective bargaining unit or units performing substantially similar work to the services covered by the

contract subject to its bid or offer; and (ii) that it shall offer employment to all employees currently employed in any existing bargaining unit who perform substantially similar work to the work that will be performed pursuant to this contract. This does not

apply to heating, air conditioning, plumbing and electrical service contracts. 30 ILCS 500/25-80.

7. Vendor certifies it has neither been convicted of bribing or attempting to bribe an officer or employee of the State of Illinois or any other State, nor made an admission of guilt of such conduct that is a matter of record. 30 ILCS 500/50-5.

8. If Vendor has been convicted of a felony, Vendor certifies at least five years have passed after the date of completion of the sentence

for such felony, unless no person held responsible by a prosecutor’s office for the facts upon which the conviction was based continues to have any involvement with the business. 30 ILCS 500/50-10.

9. If Vendor or any officer, director, partner, or other managerial agent of Vendor has been convicted of a felony under the Sarbanes-

Oxley Act of 2002, or a Class 3 or Class 2 felony under the Illinois Securities Law of 1953, Vendor certifies at least five years have passed since the date of the conviction. Vendor further certifies that it is not barred from being awarded a contract and acknowledges

that the State shall declare the contract void if this certification is false. 30 ILCS 500/50-10.5.

10. Vendor certifies it is not barred from having a contract with the State based upon violating the prohibitions related to either submitting/writing specifications or providing assistance to an employee of the State of Illinois by reviewing, drafting, directing, or

preparing any invitation for bids, a request for proposal, or request of information, or similar assistance (except as part of a public

request for such information). 30 ILCS 500/50-10.5(e), amended by Pub. Act No. 97-0895 (August 3, 2012).

11. Vendor certifies that it and its affiliates are not delinquent in the payment of any debt to the State (or if delinquent has entered into a

deferred payment plan to pay the debt), and Vendor and its affiliates acknowledge the State may declare the contract void if this

certification is false or if Vendor or an affiliate later becomes delinquent and has not entered into a deferred payment plan to pay off the debt. 30 ILCS 500/50-11, 50-60.

12. Vendor certifies that it and all affiliates shall collect and remit Illinois Use Tax on all sales of tangible personal property into the State

of Illinois in accordance with provisions of the Illinois Use Tax Act and acknowledges that failure to comply may result in the contract being declared void. 30 ILCS 500/50-12.

13. Vendor certifies that it has not been found by a court or the Pollution Control Board to have committed a willful or knowing violation of the Environmental Protection Act within the last five years, and is therefore not barred from being awarded a contract. 30 ILCS

500/50-14.

14. Vendor certifies it has neither paid any money or valuable thing to induce any person to refrain from bidding on a State contract, nor accepted any money or other valuable thing, or acted upon the promise of same, for not bidding on a State contract. 30 ILCS 500/50-

25.

15. Vendor certifies it is not in violation of the “Revolving Door” provisions of the Illinois Procurement Code. 30 ILCS 500/50-30.

16. Vendor certifies that it has not retained a person or entity to attempt to influence the outcome of a procurement decision for

compensation contingent in whole or in part upon the decision or procurement. 30 ILCS 500/50-38.

17. Vendor certifies it will report to the Illinois Attorney General and the Chief Procurement Officer any suspected collusion or other anti-competitive practice among any bidders, offerors, contractors, proposers, or employees of the State. 30 ILCS 500/50-40, 50-45, 50-

50.

18. Vendor certifies steel products used or supplied in the performance of a contract for public works shall be manufactured or produced in the United States, unless the executive head of the procuring Agency/University grants an exception. 30 ILCS 565.

19. Drug Free Workplace

19.1. If Vendor employs 25 or more employees and this contract is worth more than $5,000, Vendor certifies it will provide a drug free workplace pursuant to the Drug Free Workplace Act.

19.2. If Vendor is an individual and this contract is worth more than $5000, Vendor certifies it shall not engage in the unlawful

manufacture, distribution, dispensation, possession, or use of a controlled substance during the performance of the contract. 30 ILCS 580.

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20. Vendor certifies that neither Vendor nor any substantially owned affiliate is participating or shall participate in an international

boycott in violation of the U.S. Export Administration Act of 1979 or the applicable regulations of the United States. Department of Commerce. 30 ILCS 582.

21. Vendor certifies it has not been convicted of the offense of bid rigging or bid rotating or any similar offense of any state or of the

United States. 720 ILCS 5/33 E-3, E-4.

22. Vendor certifies it complies with the Illinois Department of Human Rights Act and rules applicable to public contracts, which include

providing equal employment opportunity, refraining from unlawful discrimination, and having written sexual harassment policies.

775 ILCS 5/2-105.

23. Vendor certifies it does not pay dues to or reimburse or subsidize payments by its employees for any dues or fees to any

“discriminatory club.” 775 ILCS 25/2.

24. Vendor certifies that no foreign-made equipment, materials, or supplies furnished to the State under the contract have been or will be produced in whole or in part by forced labor or indentured labor under penal sanction. 30 ILCS 583.

25. Vendor certifies that no foreign-made equipment, materials, or supplies furnished to the State under the contract have been produced

in whole or in part by the labor or any child under the age of 12. 30 ILCS 584.

26. Vendor certifies that any violation of the Lead Poisoning Prevention Act, as it applies to owners of residential buildings, has been

mitigated. 410 ILCS 45.

27. Vendor warrants and certifies that it and, to the best of its knowledge, its subcontractors have and will comply with Executive Order No. 1 (2007). The Order generally prohibits Vendors and subcontractors from hiring the then-serving Governor’s family members to

lobby procurement activities of the State, or any other unit of government in Illinois including local governments if that procurement

may result in a contract valued at over $25,000. This prohibition also applies to hiring for that same purpose any former State employee who had procurement authority at any time during the one-year period preceding the procurement lobbying activity.

28. Vendor certifies that information technology, including electronic information, software, systems and equipment, developed or

provided under this contract comply with the applicable requirements of the Illinois Information Technology Accessibility Act Standards as published at (www.dhs.state.il.us/iitaa) 30 ILCS 587.

29. Vendor certifies that it has read, understands, and is in compliance with the registration requirements of the Elections Code (10 ILCS

5/9-35) and the restrictions on making political contributions and related requirements of the Illinois Procurement Code. 30 ILCS 500/20-160 and 50-37. Vendor will not make a political contribution that will violate these requirements.

In accordance with section 20-160 of the Illinois Procurement Code, Vendor certifies as applicable:

Vendor is not required to register as a business entity with the State Board of Elections.

or

Vendor has registered with the State Board of Elections. As a registered business entity, Vendor acknowledges a continuing duty

to update the registration as required by the Act.

30. Vendor certifies that if it is awarded a contract through the use of the preference required by the Procurement of Domestic Products

Act, then it shall provide products pursuant to the contract or a subcontract that are manufactured in the United States. 30 ILCS 517.

31. A person (other than an individual acting as a sole proprietor) must be a duly constituted legal entity and authorized to do business in

Illinois prior to submitting a bid or offer. 30 ILCS 500/20-43. If you do not meet these criteria, then your bid or offer will be

disqualified.

Vendor must make one of the following four certifications by checking the appropriate box. If C or D is checked, then Vendor must

attach to this form the requested documentation.

A. Vendor certifies it is an individual acting as a sole proprietor and is therefore not subject to the requirements of section 20-43 of the Procurement Code.

B. Vendor certifies that it is a legal entity, and was authorized to do business in Illinois as of the date for submitting this bid or offer. The State may require Vendor to provide evidence of compliance before award.

C. Vendor certifies it is a legal entity, and is a foreign corporation performing activities that do not constitute transacting business in Illinois as defined by Illinois Business Corporations Act (805 ILCS 5/13.75). A vendor claiming exemption

under the Act must include a detailed explanation of the legal basis for the claim with its bid or offer and must provide

additional detail upon request. If Vendor fails to provide the mandatory documentation with the bid or offer, or does not provide additional detail upon request within the timeframe specified in said request, then the State may deem the Vendor

as being non-responsive or not responsible and may disqualify the Vendor.

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D. Vendor certifies it is a legal entity, and is an entity otherwise recognized under Illinois law as eligible for a specific form of

exemption similar to those found in the Illinois Business Corporation Act (805 ILCS 5/13.75). A vendor claiming exemption under a specific law must provide a detailed explanation of the legal basis for the claim with its bid or offer and

must provide additional detail upon request. If Vendor fails to provide the mandatory documentation with the bid or offer,

or does not provide additional detail upon request within the timeframe specified in said request, then the State may deem the Vendor as being non-responsive or not responsible and may disqualify the Vendor.

The undersigned business entity certifies that it has registered as a business with the State Board of Elections and acknowledges a continuing duty to update the registration in accordance with the above referenced statutes. A copy of the certificate of registration shall be submitted with the

bid. The bidder is cautioned that the Board will not award a contract without submission of the certificate of registration.

These requirements and compliance with the above referenced statutory sections are a material part of the contract, and any breach thereof shall be cause to void the contract under Section 50-60 of the Illinois Procurement Code.

VENDOR (show Company name and DBA)

Signature

Printed Name

Title Date

Address

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J. Disclosures and Conflicts of Interest

A. The disclosures hereinafter made by the bidder and its’ subcontractors, as applicable, are each a

material representation of fact upon which reliance is placed should the Department enter into the

contract with the bidder. The bidder further certifies that the Department has received the disclosure

forms for each bid.

The chief procurement officer may void the bid, contract, or subcontract, respectively, if it is later

determined that the bidder or subcontractor rendered a false or erroneous disclosure. A contractor or

subcontractor may be suspended or debarred for violations of the Procurement Code. Furthermore,

the chief procurement officer may void the contract and the surety providing the performance bond

shall be responsible for completion of the contract.

B. Financial Interests and Conflicts of Interest

1. Section 50-35 of the Illinois Procurement Code provides that all bids of more than $25,000 shall

be accompanied by disclosure of the financial interests of the bidder. This disclosed information

for the successful bidder, will be maintained as public information subject to release by request

pursuant to the Freedom of Information Act, filed with the Procurement Policy Board, and shall

be incorporated as a material term of the contract. Furthermore, pursuant to Section 5-5, the

Procurement Policy Board may review a proposal, bid, or contract and issue a recommendation to

void a contract or reject a proposal or bid based on any violation of the Procurement Code or the

existence of a conflict of interest as provided in subsections (b) and (d) of Section 50-35.

The financial interests to be disclosed shall include ownership or distributive income share that is

in excess of 5%, or an amount greater than 60% of the annual salary of the Governor, of the

bidding entity or its parent entity, whichever is less, unless the contractor or bidder is a publicly

traded entity subject to Federal 10K reporting, in which case it may submit its 10K disclosure in

place of the prescribed disclosure. If a bidder is a privately held entity that is exempt from

Federal 10K reporting, but has more than 400 shareholders, it may submit the information that

Federal 10K companies are required to report, and list the names of any person or entity holding

any ownership share that is in excess of 5%. The disclosure shall include the names, addresses,

and dollar or proportionate share of ownership of each person making the disclosure, their

instrument of ownership or beneficial relationship, and notice of any potential conflict of interest

resulting from the current ownership or beneficial interest of each person making the disclosure

having any of the relationships identified in Section 50-35 and on the disclosure form. The

current annual salary of the Governor is $177,412.00.

In addition, all disclosures shall indicate any other current or pending contracts, proposals, leases,

or other ongoing procurement relationships the bidding entity has with any other unit of state

government and shall clearly identify the unit and the contract, proposal, lease, or other

relationship.

2. Disclosure Forms. Disclosure Form is attached for use concerning the individuals meeting the

above ownership or distributive share requirements. Subject individuals should be covered each

by a separate form. The forms must be included with each bid.

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STATE OF ILLINOIS

FINANCIAL DISCLOSURES AND CONFLICTS OF INTEREST (May 24, 2012)

Financial Disclosures and Conflicts of Interest forms (“forms”) must be accurately completed and submitted by the

vendor, any parent entity(ies) and any subcontractors. There are nine steps to this form and each must be completed as

instructed in the step heading, unless otherwise provided. A bid, offer, or proposal that does not include this form may

be considered not responsive. The State/Public University will consider this form when evaluating the bid, offer, or

proposal or awarding the contract.

The requirement of disclosure of financial interests and conflicts of interest is a continuing obligation. If circumstances change and the previously submitted form is no longer accurate, disclosing entities must provide an updated form.

Separate forms are required for the vendor, any parent entity(ies) and any subcontractors.

Subcontractor forms must be provided to CDB within 20 days after execution of the State/Public University contract or after execution of the subcontract, whichever is later, for all subcontracts with an annual value of more than $50,000.

This disclosure is submitted for:

Vendor Vendor’s Parent (100% ownership) Subcontractor >$50,000 Subcontractor’s Parent Entity > $50,000

Project Name and Project Number

Vendor Name

DBA

Parent (100% ownership)

Subcontractor

Instrument of Ownership or Beneficial Interest

PLEASE CIRCLE ONE: Sole Proprietorship Corporate Stock (C-Corporation, Professional Corporation, Service Corporation) Limited Liability Company Membership Agreement (Series LLC, Low-Profit Limited Liability Partnership) Partnership Agreement (General Partnership, Limited Partnership, Limited Liability Partnership, Limited Liability Limited Partnership) Not-For-Profit Corporation Other Trust Agreement (Beneficiary)

If you selected Other, please describe:

EP

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STEP 1 SUPPORTING DOCUMENTATION SUBMITTAL

(All vendors complete regardless of annual contract value)

(Subcontractors with subcontract annual value of more than $50,000 must complete)

You must select one of the five options below and select the documentation you are submitting. You must provide the documentation the applicable section requires with this form.

Option 1 - Publicly Traded Entities

1.A. I will complete Step 2, Option A for each qualifying individual or entity holding any ownership or distributive income share in excess of 5% or an amount greater than 60% ($106,447.20) of the annual salary of the Governor.

OR

1.B. I have attached a copy of the Federal 10-K.

Option 2 - Privately Held U.S. Entities with more than 200 Shareholders

2.A. I will complete Step 2, Option A for each qualifying individual or entity holding any ownership or distributive income share in excess of 5% or an amount greater than 60% ($106,447.20) of the annual salary of the Governor.

OR

2.B. I will list in Step 2, Option A each qualifying individual or entity holding any ownership share in excess of 5% and have attached information Federal 10-K reporting companies are required to report under 17 CFR 229.401.

Option 3 - Privately Held U.S. Entities with 200 or fewer Shareholders, Members, or Owners, and Not

Including Sole Proprietorships

3.A. I will complete Step 2, Option A for each qualifying individual or entity holding any ownership or distributive income share in excess of 5% or an amount greater than 60% ($106,447.20) of the annual salary of the Governor.

Option 4 – Not-for-Profit Entities

I will complete Step 2, Option B.

Option 5 - Sole Proprietorships

I will skip to Step 3.

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STEP 2

DISCLOSURE OF FINANCIAL INTEREST OR BOARD OF DIRECTORS (All vendors, except sole proprietorships, must complete regardless of annual contract value)

(Subcontractors with subcontract annual value of more than $50,000 must complete)

Complete either Option A (for all entities other than not-for-profits) or Option B (for not-for-profits).

OPTION A – Ownership Share and Distributive Income

Ownership Share – If you selected Option 1.A., 2.A., 2.B., or 3.A. in Step 1, provide the name and address of each

individual and their percentage of ownership if said percentage exceeds 5%, or the dollar value of their ownership if said

dollar value exceeds $106,447.20.

Check here if including an attachment with requested information in a format substantially similar to the format

below.

Name Address Percentage of Ownership $ Value of Ownership

Distributive Income – If you selected Option 1.A., 2.A., or 3.A. in Step 1, provide the name and address of each individual

and their percentage of the disclosing vendor’s total distributive income if said percentage exceeds 5% of the total

distributive income of the disclosing entity, or the dollar value of their distributive income if said dollar value exceeds

$106,447.20.

Check here if including an attachment with requested information in a format substantially similar to the format

below.

Name Address % of Distributive Income $ Value of Distributive Income

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Please certify that the following statements are true.

I have disclosed all individuals or entities that hold an ownership interest of greater than 5% or greater than

$106,447.20.

Yes No I have disclosed all individuals or entities that were entitled to receive distributable income in an amount greater

than $106,447.20 or greater than 5% of the total distributable income of the disclosing entity.

Yes No

OPTION B – Disclosure of Board of Directors (Not-for Profits)

List members of your board of directors. Please include an attachment if necessary.

Name Address

STEP 3

LOBBYIST OR AGENT (Complete only if contract has an annual value over $50,000)

(Subcontractors with subcontract annual value of more than $50,000 must complete)

Yes No. Is your company represented by or do you employ a lobbyist or other agent required to register under

the Lobbyist Registration Act (lobbyist must be registered pursuant to the Act with the Secretary of State) or other agent

who is not identified through Step 2, Option A above and who has communicated, is communicating, or may

communicate with any State/Public University officer or employee concerning the bid or offer? If yes, please identify

each lobbyist and agent, including the name and address below and complete Step 6 for each individual.

Name Address Relationship to Disclosing Entity

Describe all costs/fees/compensation/reimbursements related to the assistance provided by each representative

lobbyist or other agent to obtain a State/Public University contract:

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STEP 4

PROHIBITED CONFLICTS OF INTEREST (All vendors must complete regardless of annual contract value)

(Subcontractors with subcontract annual value of more than $50,000 must complete)

Step 4 must be completed for each individual or entity disclosed in Step 2, Option A above. Please provide the name of

the individual or entity for which responses are provided:

1. Do you hold or are you the spouse or minor child who holds an elective office in the State of

Illinois or hold a seat in the General Assembly?

Yes No

2. Have you, your spouse, or minor child been appointed to or employed in any offices or

agencies of State government and receive compensation for such employment in excess of

60% ($106,447.20) of the salary of the Governor?

Yes No

3. Are you or are you the spouse or minor child of an officer or employee of the Capital

Development Board or the Illinois Toll Highway Authority?

Yes No

4. Have you, your spouse, or an immediate family member who lives in your residence

currently or who lived in your residence within the last 12 months been appointed as a

member of a board, commission, authority, or task force authorized or created by State law

or by executive order of the Governor?

Yes No

5. If you answered yes to any question in 1-4 above, please answer the following: Do you, your

spouse, or minor child receive from the vendor more than 7.5% of the vendor’s total

distributable income or an amount of distributable income in excess of the salary of the

Governor ($177,412.00)?

Yes No

6. If you answered yes to any question in 1-4 above, please answer the following: Is there a

combined interest of self with spouse or minor child more than 15% ($354,824.00) in the

aggregate of the vendor’s distributable income or an amount of distributable income in

excess of two times the salary of the Governor?

Yes No

STEP 5

CONFLICTS OF INTEREST RELATING TO PERSONAL RELATIONSHIPS (Complete only if contract has an annual value over $50,000)

(Subcontractors with subcontract annual value of more than $50,000 must complete)

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BIDDING & CONTRACT REQUIREMENTS

DOCUMENT 00 41 00 – BID FORM

RETURN WITH BID

CDB 00 41 00 January 2013

CDB 816-010-039 BID FORM – GENERAL 00 41 00 - 16

Step 5 must be completed for each individual or entity disclosed in Step 2, Option A above.

Please provide the name of the individual or entity for which responses are provided:

1. Do you currently have, or in the previous 3 years have you had State employment, including

contractual employment of services? Yes No

2. Has your spouse, father, mother, son, or daughter, had State employment, including

contractual employment for services, in the previous 2 years? Yes No

3. Do you hold currently or have you held in the previous 3 years elective office of the State of

Illinois, the government of the United States, or any unit of local government authorized by

the Constitution of the State of Illinois or the statutes of the State of Illinois?

Yes No

4. Do you have a relationship to anyone (spouse, father, mother, son, or daughter) holding

elective office currently or in the previous 2 years? Yes No

5. Do you hold or have you held in the previous 3 years any appointive government office of

the State of Illinois, the United States of America, or any unit of local government authorized

by the Constitution of the State of Illinois or the statutes of the State of Illinois, which office

entitles the holder to compensation in excess of expenses incurred in the discharge of that?

Yes No

6. Do you have a relationship to anyone (spouse, father, mother, son, or daughter) holding

appointive office currently or in the previous 2 years? Yes No

7. Do you currently have or in the previous 3 years had employment as or by any registered

lobbyist of the State government? Yes No

8. Do you currently have or in the previous 2 years had a relationship to anyone (spouse,

father, mother, son, or daughter) that is or was a registered lobbyist? Yes No

9. Do you currently have or in the previous 3 years had compensated employment by any

registered election or re-election committee registered with the Secretary of State or any

county clerk in the State of Illinois, or any political action committee registered with either

the Secretary of State or the Federal Board of Elections?

Yes No

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BIDDING & CONTRACT REQUIREMENTS

DOCUMENT 00 41 00 – BID FORM

RETURN WITH BID

CDB 00 41 00 January 2013

CDB 816-010-039 BID FORM – GENERAL 00 41 00 - 17

10. Do you currently have or in the previous 2 years had a relationship to anyone (spouse,

father, mother, son, or daughter) who is or was a compensated employee of any registered

election or reelection committee registered with the Secretary of State or any county clerk in

the State of Illinois, or any political action committee registered with either the Secretary of

State or the Federal Board of Elections?

Yes No

STEP 6 EXPLANATION OF AFFIRMATIVE RESPONSES (All vendors must complete regardless of annual contract value)

(Subcontractors with subcontract annual value of more than $50,000 must complete)

If you answered “Yes” in Step 4 or Step 5, please provide on an additional page a detailed explanation that includes, but

is not limited to the name, salary, State agency or university, and position title of each individual.

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BIDDING & CONTRACT REQUIREMENTS

DOCUMENT 00 41 00 – BID FORM

RETURN WITH BID

CDB 00 41 00 January 2013

CDB 816-010-039 BID FORM – GENERAL 00 41 00 - 18

STEP 7

POTENTIAL CONFLICTS OF INTEREST

RELATING TO DEBARMENT & LEGAL PROCEEDINGS (Complete only if contract has an annual value over $50,000)

(Subcontractors with subcontract annual value of more than $50,000 must complete)

This step must be completed for each individual or entity disclosed through Step 2 and Step 3.

1. Within the previous ten years, have you had debarment from contracting with any

governmental entity?

Yes No

2. Within the previous ten years, have you had any professional licensure discipline? Yes No

3. Within the previous ten years, have you had any bankruptcies? Yes No

4. Within the previous ten years, have you had any adverse civil judgments and administrative

findings?

Yes No

5. Within the previous ten years, have you had any criminal felony convictions? Yes No

If you answered “Yes”, please provide a detailed explanation that includes, but is not limited to the name, salary, State

agency or university, and position title of each individual.

STEP 8

DISCLOSURE OF CURRENT AND PENDING CONTRACTS (Complete only if contract has an annual value over $50,000)

(Subcontractors with subcontract annual value of more than $50,000 must complete)

If you selected Option 1, 2, 3, or 5 in Step 1, do you have any contracts, pending contracts, bids, proposals, or other ongoing procurement relationships with units of State of Illinois government? Yes No.

If “Yes”, please specify below. Attach an additional page in the same format as provided below, if desired.

Agency/University Project Title Status Value Contract

Reference/P.O./Illinois

Procurement Bulletin #

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BIDDING & CONTRACT REQUIREMENTS

DOCUMENT 00 41 00 – BID FORM

RETURN WITH BID

CDB 00 41 00 January 2013

CDB 816-010-039 BID FORM – GENERAL 00 41 00 - 19

Please explain the procurement relationship:

STEP 9

SIGN THE DISCLOSURE (All vendors must complete regardless of annual contract value)

(Subcontractors with subcontract annual value of more than $50,000 must complete)

This disclosure is signed and made under penalty of perjury for all for-profit entities by an authorized officer or employee on behalf of the bidder or offeror pursuant to Sections 50-13 and 50-35 of the Illinois Procurement Code. This disclosure information is submitted on behalf of:

Name of Disclosing Entity:

Signature: Date:

Printed Name:

Title:

Phone Number:

Email Address:

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BIDDING & CONTRACT REQUIREMENTS

DOCUMENT 00 41 00 – BID FORM

RETURN WITH BID

CDB 00 41 00 January 2013

CDB 816-010-039 BID FORM – GENERAL 00 41 00 - 20

K. Subcontractor Requirements

A. Delinquent Debt and listing of all Subcontractors per SDC Section 00 21 50.2C

In accordance with State policy, Contractors must list all known subcontractors and suppliers who

will be employed on this project. Attach additional sheets if necessary.

B. Requirements for Subcontractors over $50,000

Pursuant to requirements under 30 ILCS 500/20-120(a), the contract shall state whether the

services of a subcontractor will or may be used. Furthermore, the contract shall include names

and addresses of all known subcontractors with subcontracts with an annual value of more than

$50,000 and the expected amount of money each will receive under the contract. Financial and

Conflict of Interest disclosures and standard certifications of each subcontractor over $50,000

must be submitted to CDB by the contractor within 20 days of the execution of a contract with

CDB or 20 days of the execution of the subcontract, whichever is later.

Please check the applicable option:

The services of a subcontractor will or may be used: YES NO

If YES, then list known subcontractors. List total value for subcontractors over $50,000:

(use additional sheets if necessary)

Name of

Subcontractor

ADDRESS Subcontract

Over $50,000

(Yes/No)

Total Expected

Value for

Subcontractors

over $50,000

CDB ID NO. TIN (FEIN or SSN)

1

2

3

4

5

6

7

8

9

10

11

12

CONTRACTOR (show Company name and DBA):

Signature

Printed Name: FEIN #:

Title: Date:

Address:

Telephone: Fax: Email:

For Corporations only: Attest By: (Corporate Secretary)

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BIDDING & CONTRACT REQUIREMENTS

DOCUMENT 00 41 00 – BID FORM

RETURN WITH BID

CDB 00 41 00 January 2013

CDB 816-010-039 BID FORM – GENERAL 00 41 00 - 21

L. Disclosure of Business Operations with Government of Iran 30 ILCS 500/50-36

Each bid, offer, or proposal submitted for a State contract, other than a small purchase defined in Section 20-20 [of the Illinois Procurement Code], shall include a disclosure of whether or not the bidder, offeror, or proposing entity, or any of its corporate parents or subsidiaries, within the 24 months before submission of the bid, offer, or proposal had business operations that involved contracts with or provision of supplies or services to the Government of Iran, companies in which the Government of Iran has any direct or indirect equity share, consortiums or projects commissioned by the Government of Iran and :

(1) more than 10% of the company’s revenues produced in or assets located in Iran involve oil-related activities or mineral-extraction activities; less than 75% of the company’s revenues produced in or assets located in Iran involve contracts with or provision of oil-related or mineral – extraction products or services to the Government of Iran or a project or consortium created exclusively by that Government; and the company has failed to take substantial action; or

(2) the company has, on or after August 5, 1996, made an investment of $20 million or more, or any combination of investments of at least $10 million each that in the aggregate equals or exceeds $20 million in any 12- month period that directly or significantly contributes to the enhancement of Iran’s ability to develop petroleum resources of Iran.

A bid, offer, or proposal that does not include this disclosure shall not be considered responsive. We may consider this disclosure when evaluating the bid, offer, or proposal or awarding the contract.

You must check one of the following items and if item 2 is checked you must also make the necessary disclosure.

1. ___ There are no business operations that must be disclosed to comply with the above cited law.

2. ___ The following business operations are disclosed to comply with the above cited law:

Name of Company

Signature

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Will County Area Goals RETURN WITH BID

CAPITAL DEVELOPMENT BOARD BIDDING &CONTRACT REQUIREMENTS

State of Illinois Document 00 41 04 – DHR Form PC-2

BIDDER’S EMPLOYEE UTILIZATION FORM

Workforce hiring goals listed below are applicable to this contract. The bidder's workforce projection shall include all subcontract

work under the contract.

Failure to complete the PC-2 form may result in bid rejection.

CDB’s acceptance of the Bidder’s PC-2 projection is a condition of contract award. CDB will notify the bidder if the projection is

unacceptable. The bidder shall be given the opportunity to negotiate an acceptable projection with the CDB. Failure to reach an

acceptable workforce projection may result in rejection of the contract award.

GOALS

The following workforce hiring goals are in effect for

each trade. These goals represent a minimum of

total workforce hours.

Minority / Female Utilization

Percent Sheetmetal 25%

Equipment operators 20%

Mechanics 15%

Ironworkers/Boilermakers 20%

Carpenters 25%

Acoustical Tilers 20%

Ceramic Tile Setters 15%

Brick Masons/Tuckpointers 15%

Cement Masons 15%

Lathers (Metal/Wood) 20%

Tapers 20%

Plasters 20%

Painters 20%

Glaziers 15%

Roofers 25%

Metal Deck Roofers 20%

Pipefitters 25%

Plumbers 25%

Insulators 20%

Temperature Control 20%

Laborers 33%

Electricians 25%

Fencing, Guard Rails 15%

Landscaping 25%

Truck Drivers 20%

Air Test & Balancing 15%

Sandblast/Waterproofing/Caulkers 15%

Asbestos Workers 30%

Terrazzo 12%

Carpet 15%

INSTRUCTIONS

for Project: 816-010-039 Phase: 1

Trade: General

Project the total number of employees to be used in the

performance of the contract work by your firm and your

subcontractors. Include within the projections, separate

numbers for Journeyman and Apprentices by the letters

“J” and “A”.

(See next page)

Contact Person

Firm Name

Address

Address

Telephone Number

Fax Number

Email Address

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RETURN WITH BIDBIDDING & CONTRACT REQUIREMENTS

Document 00 41 04-Bid Form-DHR Form PC-2

CDB Project Number

816-010-039

Contract/Trade Bid FEP Tech Monitored/Non-Monitored

General Jeanifer L Kimbrough Monitored TRADE CATEGORIES Trade

Codes African American Hispanic Native American Asian Caucasian

Male Female Male Female Male Female Male Female Male Female

J A J A J A J A J A J A J A J A J A J A

Sheet Metal 3

Equipment Operators 4

Elevator Mechanics 5

Ironworker/BoilerMakers 6

Carpenters 7

Acoustical Tilers 8

Ceramic Tilesetters 9

Brick Mason/Tuckpointers 10

Cement Masons 11

Lather - Metal/Wood 12

Tapers 13

Plasterers 14

Painters 15

Glaziers 16

Roofers 17

Metal Deck Roofers 18

Pipefitter/Sprinkler Fitters 19

Plumbers 20

Insulators 21

Temperature Control 22

Laborers 23

Electricians 24

Fencing/Guard Rails 25

Landscaping 26

Well Drilling 27

Truck Drivers 28

Air Test & Balancing 29

SndBlst/Wtrprfng.Caulkers 30

Asbestos Workers 31

Terrazzo 32

Carpet 33

TOTALS

NOTE:Bidder’s failure to complete DHR Form PC-2 may result in rejection of the bid. Bidder shall set forth a total

projection of the total workforce to be allocated for this contract. Approval of the workforce hiring projection is a post-

award requirement.

CDB Contract No.

Contractor I.D.

FOR CDB OFFICE USE ONLY

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RETURN WITH BID

CDB 00 41 05 March 2012

CDB 816-010-039 00 41 05 - 1

CDB PROJECT NO. 816-010-039 BIDDING & CONTRACT REQUIREMENTS

Document 00 41 05 - Minority/Female Business Enterprise Program Requirements CONTRACT REQUIREMENTS FOR MINORITY/FEMALE BUSINESS PARTICIPATION GOALS: The MBE/FBE goal for this General contract is 18 percent (13% MBE, 5% FBE) of the amount of the contract awarded by CDB. The contract award is defined as the Base Bid plus any or all alternates. INSTRUCTIONS: When Goals are established, the Bidder shall include below the names of certified minority/female owned business enterprises which will perform at least the percentage of the work specified in the Goals statement (see above) and the proposed dollar value of subcontract (percentage values are not acceptable). Firms cannot be identified after the bid opening. Failure to identify firms will result in rejection of bid. If the Bidder needs assistance in identifying subcontractors or suppliers, contact CDB’s FEP Unit prior to submitting the bid and assistance will be provided in accordance with the MBE/FBE requirements in the Standard Documents for Construction. Efforts to comply with these requirements will be considered in evaluating whether the bid is responsive. If the percentage of the work (Base Bid plus all Alternates) is less than the specified goals, bidder is required to submit within 7 (seven) calendar days after the bid opening written evidence of its good faith efforts to achieve the goals. BIDDER’S MBE/FBE SUBCONTRACTOR/SUPPLIER FIRMS, INCLUDING ADDRESS AND TELEPHONE NUMBER, TO BE UTILIZED IN REGARD TO THIS CONTRACT (Include base bid below and each alternate on next page(s)): Note: A firm can only be designated as an MBE or FBE, but not both. Firms must be certified or registered with CMS as an MBE/FBE prior to bid opening. (Attach additional sheet if necessary)

BASE BID:

Name of MBE/FBE Firm

Address City State Zip

Proposed $ Value of

Subcontract

Telephone Number

MBE/FBE Denotation And

Certifying Agency

1. MBE FBE Certified by CMS

2. MBE FBE Certified by CMS

3. MBE FBE Certified by CMS

4. MBE FBE Certified by CMS

5. MBE FBE Certified by CMS

6. MBE FBE Certified by CMS

8. MBE FBE Certified by CMS

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RETURN WITH BID

CDB 00 41 05 March 2012

CDB 816-010-039 00 41 05 - 2

Check box if written evidence of good faith efforts to achieve the goals will be submitted to support a change/waiver of goals request. Written evidence must be submitted within 7 (seven) calendar days after the bid opening. (Not required when participation goals have been met or are not applicable)

The Bidder represents to CDB that, to the best of its knowledge and belief: 1. Each of the subcontractors and suppliers listed qualifies under the provisions and definitions of the

Minority/Female Business Enterprise Program Act as either a minority/female owned business.

2. The subcontract(s) which will be executed by the Bidder for the first level subcontractors and suppliers if the bidder is awarded this contract by CDB will meet or exceed the specified MBE/FBE goals, and will comply with all provisions of the Minority/Female Business Enterprise Program Act.

Bidder agrees to the contractual requirements specified in CDB’s Standard Documents for Construction in regard to the Minority/Female Business Enterprise Program Act. Signature, Title Date

SIGNATURE IS REQUIRED

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REVISED: APRIL 2011

RETURN WITH BID

State of Illinois BIDDING & CONTRACT REQUIREMENTS

CAPITAL DEVELOPMENT BOARD Document 00 41 06 – Bid Bond

as Principal, and

a corporation of the State of

as Surety, are held and firmly bound unto the State of Illinois, acting by and through the Capital Development Board, as

Obligee, in the amount of ten percent (10%) of the amount of the base bid for the payment of which Principal and Surety bind

themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, to this agreement.

Principal has submitted to Obligee a bid to enter into a written contract, for

CDB Project Number: 816-010-039 Division of Work: General

in accordance with bidding documents for the project, which contract is by reference made a part hereof and is hereinafter

referred to as "the Contract".

THE CONDITION OF THIS OBLIGATION is that if Principal, upon acceptance by Obligee of its bid within the period of

time specified for acceptance, shall comply with all post award requirements as required by the terms of the bid within the

time specified after date of the Notice of Award, or in the event of the failure to comply with all post award requirements, if

Principal shall pay Obligee (1) for all costs of procuring the work which exceeds the amount of its bid, or (2) shall pay

Obligee the amount of this bond as liquidated damages in the event Principal is a sole bidder and after an attempt to secure

other bids by readvertising none can be obtained, then this obligation shall be null and void; otherwise it shall remain in full

force and effect.

Surety hereby agrees that its obligation shall not be impaired by any extensions of time for Obligee's acceptance or

compliance with post award requirements. Surety hereby waives notice of such extensions.

Signed and sealed this day of 20 .

CONTRACTOR SURETY

BY

BY

Title

Title

OFFICER OF THE SURETY

ATTEST:

CORPORATE SECRETARY (Corporations only)

JURAT (Notary's Statement Authenticating Signature)

STATE OF

COUNTY OF

I, , a Notary Public in and for said county, do hereby certify that

(Insert Name of Attorney-In-Fact for SURETY)

who is personally known to me to be the same person whose name is subscribed to the foregoing instrument on behalf of

SURETY, appeared before me this day in person and acknowledged respectively, that he/she signed, sealed, and delivered

said instrument as his/her free and voluntary act for the uses and purposes therein set forth.

Given under my hand and notarial seal this DAY OF A.D. 20

My commission expires

Notary Signature

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RETURN WITH BID

REVISED: APRIL 2011 CDB 00 41 07

CDB 816-010-039 00 41 07 - 1

BIDDING & CONTRACT REQUIREMENTS DOCUMENT 00 41 07 – PRODUCT SUBSTITUTION FORM

The Bidder should include this form with the Bid Forms if a material substitution is offered at that time. See Article 00 43 25 of the Standard Documents for Construction. The Base Bid and Alternate Bids include only those products specified in the bidding documents. Following is a list of substitute products which bidder proposes to furnish on this project, with the difference in price being deducted from the Base Bid or Alternate Bids. NOTE: CDB WILL NOT ACCEPT SUBSTITUTIONS FOR SPECIFIED MEMBRANE ROOF SYSTEM(S). Bidder understands that acceptance of any proposed substitution is at CDB's option. Approval or rejection of any substitutions listed below will be indicated prior to executing the Contract. MANUFACTURER'S NAME AND PRODUCT DEDUCT

EVALUATION Contract award will be made in accord with the Standard Documents for Construction. Only the lowest responsible bidder's Proposed Product Substitution Form will be evaluated. BIDDER'S NAME: TRADE:

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BIDDING & CONTRACT REQUIREMENTS

DOCUMENT 00 41 00 – BID FORM

RETURN WITH BID

CDB 00 41 00 January 2013

CDB 816-010-039 BID FORM – ELECTRICAL 00 41 00 - 1

NAME OF FIRM:

FOR: ELECTRICAL WORK

BID FOR: ELECTRICAL WORK CDB PROJECT NUMBER: CDB 816-010-039

PROJECT TITLE: RENOVATE ENGBRETSON HALL

GOVERNORS STATE UNIVERSITY

BID TO: STATE OF ILLINOIS, CAPITAL DEVELOPMENT BOARD

THE BIDDER ACKNOWLEDGES THE FOLLOWING ADDENDA:

(Failure to acknowledge may cause bid rejection.)

NO. , DATED NO. , DATED NO , DATED

NO. , DATED NO. , DATED NO , DATED

EACH BID SHALL INCLUDE:

A. THE BID FORMS, INCLUDING THE PC-2 FORM AND THE MBE/FBE FORM (00 41 05).

B. BID SECURITY

C. PRODUCT SUBSTITUTION FORM (at Bidder's option)

D. DISCLOSURE(S), STANDARD CERTIFICATIONS, & BD. OF ELECTIONS CERTIFICATE

BASE BID: THE BIDDER AGREES TO PERFORM ALL WORK FOR THE ABOVE TRADE,

EXCLUSIVE OF ALTERNATE BIDS, FOR THE SUM OF:

DOLLARS ($ )

Note: Any qualifying or conditional statements included on the bid form or attached to the bid form may

result in rejection of the bid unless rescinded by the bidder.

PRODUCT SUBSTITUTION FORM ATTACHED:

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BIDDING & CONTRACT REQUIREMENTS

DOCUMENT 00 41 00 – BID FORM

RETURN WITH BID

CDB 00 41 00 January 2013

CDB 816-010-039 BID FORM – ELECTRICAL 00 41 00 - 2

State Required Ethical Standards Governing Contract Procurement: Certifications and Disclosures

A. Article 50 of the Illinois Procurement Code establishes the duty of all State chief procurement

officers, State purchasing officers, and their designees to maximize the value of the expenditure of

public moneys in procuring goods, services, and contracts for the State of Illinois and to act in a

manner that maintains the integrity and public trust of State government. In discharging this duty,

they are charged by law to use all available information, reasonable efforts, and reasonable actions to

protect, safeguard, and maintain the procurement process of the State of Illinois.

B. In order to comply with the provisions of Article 50 and to carry out the duty established therein, all

bidders are to adhere to ethical standards established for the procurement process, and to make such

assurances, disclosures and certifications required by law. The bidder indicates that each certification

is made and understood, and that each disclosure requirement has been understood and completed.

C. In addition to all other remedies provided by law, failure to comply with any assurance, failure to

make any disclosure or the making of a false certification shall be grounds for the chief procurement

officer to void the contract, or subcontract, and may result in the suspension or debarment of the

bidder or subcontractor.

THE BIDDER AGREES TO:

1. Hold this bid open for 60 calendar days after bid opening date or as required in the project manual.

2. Enter into and execute a contract with CDB if awarded on the basis of this bid.

3. Comply with the Contract Documents with respect to all bonds, insurance, work requirements and

schedule.

4. Conform to the goals established for the utilization of minority and female workers and

subcontractors/suppliers as included in the Contract Documents.

5. Pay CDB a Construction Administration Fee, as specified in Project Manual Section 01 11 00, which

is included in the Base Bid price.

6. Comply with the provisions in Article 00 72 60, Alternative Dispute Resolution, of the SDC.

7. Complete the work in accordance with the contract time as specified in Project Manual Section

01 11 00.

THE BIDDER MAKES THE FOLLOWING REPRESENTATIONS AND CERTIFICATIONS:

A. A surety company has agreed to issue Bonds required by the Bid Documents for this work if this bid

is accepted by CDB.

B. The Bidder is not barred from contracting with any unit of state or local government as a result of

violating the bid rigging or bid rotating provisions contained in 720 ILCS 5/33E-3 and 720 ILCS

5/33E-4.

C. The Bidder is not barred from contracting with the State of Illinois as a result of a bribery conviction

per 30 ILCS 505/10.2.

D. The Bidder is not delinquent in the payment of any debt to the state per 30 ILCS 210/5. Bidder has

listed all known subcontractors and suppliers on the bid form in the space provided on the bid form.

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BIDDING & CONTRACT REQUIREMENTS

DOCUMENT 00 41 00 – BID FORM

RETURN WITH BID

CDB 00 41 00 January 2013

CDB 816-010-039 BID FORM – ELECTRICAL 00 41 00 - 3

E. The Bidder certifies that it is aware of the requirements of Public Act 95-635, 820 ILCS 130/5.5, and

that, if awarded a contract, it is or will be in full compliance with the law prior to beginning work,

including the requirement to file with CDB a written substance abuse plan which meets or exceeds

the requirements of the Act.

F. The Bidder certifies that it is aware of the requirements of Public Act 97-0590 which was effective

August 26, 2011. This Public Act requires a fee of $15 to cover expenses related to the

administration of the Minority Contractor Opportunity Initiative. Any Vendor awarded a contract of

$1,000 or more from this solicitation is required to pay a fee of $15. The Comptroller shall deduct the

fee from the first check issued to the Vendor under the contract and deposit the fee in the

Comptroller’s Administrative Fund.

G. Apprenticeship and Training Certification

In accordance with the provisions of Section 30-22 (6) of the Illinois Procurement Code, the bidder

certifies that it is a participant, either as an individual or as part of a group program, in the approved

apprenticeship and training programs applicable to each type of work or craft that the bidder will

perform with its own forces. The bidder further certifies for work that will be performed by

subcontract that each of its subcontractors either (a) is, at the time of such bid, participating in an

approved, applicable apprenticeship and training program; or (b) will, prior to commencement of

performance of work pursuant to this contract, begin participation in an approved apprenticeship and

training program applicable to the work of the subcontract.

The bidder shall include with this bid package the official Certificate of Registration or a verification

letter from the US Department of Labor (USDOL) certified group program sponsor for the USDOL

certified apprenticeship and training program of which the bidder is a member for each of the types of

work or crafts that will be performed with the bidder’s forces and for each of the types of work or

crafts that will be performed by the subcontractor(s) (if the subcontractor is participating in an

approved program at the time of bid).

The requirements of this certification and disclosure are a material part of the contract, and the

contractor shall require this certification provision to be included in all subcontracts.

H. The Bidder will maintain an Illinois office as the primary place of employment for persons employed

in the construction authorized by the contract in accordance with 30 ILCS 500/30-22(8). In

accordance with the Statute, the bidder must sign an affidavit certifying compliance with the

requirement.

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AFFIDAVIT

STATE OF

COUNTY OF

CDB Project No.

CDB Contract No.

Before me this day personally appeared , who, being duly sworn, deposes and says:

(Print Name)

Bidder will maintain an Illinois office as the primary place of employment for persons employed in the

construction authorized by the contract in accordance with 30 ILCS 500/30-22(8). I am duly authorized

to make this affidavit.

Illinois Office Location:

Signature

Printed Name

, Illinois

Bidder Name

Address

I, ____________________________, a Notary Public of the County and State aforesaid, hereby certify

that ______________________________ personally known to me to be the affiant in the foregoing

affidavit, personally appeared before me this day and having been by me duly sworn deposes and says

that the facts set forth in the above affidavit are true and correct.

Witness my hand and official seal this the _________ day of __________, 20_____.

(SEAL) ______________________________

Notary Public

My Commission expires:

____ / ____ / ________.

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I. STANDARD BUSINESS TERMS AND CONDITIONS

1 AVAILABILITY OF APPROPRIATION (30 ILCS 500/20-60): This contract is contingent upon and subject to the availability of

funds. The State, at its sole option, may terminate or suspend this contract, in whole or in part, without penalty or further payment being

required, if (1) the Illinois General Assembly or the federal funding source fails to make an appropriation sufficient to pay such obligation, or if funds needed are insufficient for any reason, (2) the Governor decreases the Department’s funding by reserving some or all of the Department’s

appropriation(s) pursuant to power delegated to the Governor by the Illinois General Assembly; or (3) the Department determines, in its sole

discretion or as directed by the Office of the Governor, that a reduction is necessary or advisable based upon actual or projected budgetary considerations. Contractor will be notified in writing of the failure of appropriation or of a reduction or decrease.

2 AUDIT/RETENTION OF RECORDS (30 ILCS 500/20-65): Vendor and its subcontractors shall maintain books and records relating

to the performance of the contract or subcontract and necessary to support amounts charged to the State under the contract or subcontract. Books and records, including information stored in databases or other computer systems, shall be maintained by the Vendor for a period of three years

from the later of the date of final payment under the contract or completion of the contract, and by the subcontractor for a period of three years

from the later of final payment under the term or completion of the subcontract. If federal funds are used to pay contract costs, the Vendor and its subcontractors must retain its records for five years. Books and records required to be maintained under this section shall be available for review

or audit by representatives of: the procuring Agency, the Auditor General, the Executive Inspector General, the Chief Procurement Officer, State

of Illinois internal auditors or other governmental entities with monitoring authority, upon reasonable notice and during normal business hours. Vendor and its subcontractors shall cooperate fully with any such audit and with any investigation conducted by any of these entities. Failure to maintain

books and records required by this section shall establish a presumption in favor of the State for the recovery of any funds paid by the State under the

contract for which adequate books and records are not available to support the purported disbursement. The Vendor or subcontractors shall not impose a charge for audit or examination of the Vendor’s books and records.

3 TIME IS OF THE ESSENCE: Time is of the essence with respect to Vendor’s performance of this contract. Vendor shall continue to

perform its obligations while any dispute concerning the contract is being resolved unless otherwise directed by the State.

4 NO WAIVER OF RIGHTS: Except as specifically waived in writing, failure by a Party to exercise or enforce a right does not waive

that Party’s right to exercise or enforce that or other rights in the future.

5 FORCE MAJEURE: Failure by either Party to perform its duties and obligations will be excused by unforeseeable circumstances beyond its reasonable control and not due to its negligence including acts of nature, acts of terrorism, riots, labor disputes, fire, flood, explosion,

and governmental prohibition. The non-declaring Party may cancel the contract without penalty if performance does not resume within 30 days

of the declaration.

6 CONFIDENTIAL INFORMATION: Each Party, including its agents and subcontractors, to this contract may have or gain access to

confidential data or information owned or maintained by the other Party in the course of carrying out its responsibilities under this contract.

Vendor shall presume all information received from the State or to which it gains access pursuant to this contract is confidential. Vendor information, unless clearly marked as confidential and exempt from disclosure under the Illinois Freedom of Information Act, shall be considered

public. No confidential data collected, maintained, or used in the course of performance of the contract shall be disseminated except as

authorized by law and with the written consent of the disclosing Party, either during the period of the contract or thereafter. The receiving Party must return any and all data collected, maintained, created or used in the course of the performance of the contract, in whatever form it is

maintained, promptly at the end of the contract, or earlier at the request of the disclosing Party, or notify the disclosing Party in writing of its

destruction. The foregoing obligations shall not apply to confidential data or information lawfully in the receiving Party’s possession prior to its acquisition from the disclosing Party; received in good faith from a third-party not subject to any confidentiality obligation to the disclosing

Party; now is or later becomes publicly known through no breach of confidentiality obligation by the receiving Party; or is independently

developed by the receiving Party without the use or benefit of the disclosing Party’s confidential information.

7 USE AND OWNERSHIP: All work performed or supplies created by Vendor under this contract, whether written documents or data,

goods or deliverables of any kind, shall be deemed work-for-hire under copyright law and all intellectual property and other laws, and the State of

Illinois is granted sole and exclusive ownership to all such work, unless otherwise agreed in writing. Vendor hereby assigns to the State all right, title, and interest in and to such work including any related intellectual property rights, and/or waives any and all claims that Vendor may have to

such work including any so-called "moral rights" in connection with the work. Vendor acknowledges the State may use the work product for any purpose. Confidential data or information contained in such work shall be subject to confidentiality provisions of this contract.

8 INDEPENDENT CONTRACTOR: Vendor shall act as an independent contractor and not an agent or employee of, or joint venturer

with the State. All payments by the State shall be made on that basis.

9 SOLICITATION AND EMPLOYMENT: Vendor shall not employ any person employed by the State during the term of this contract

to perform any work under this contract. Vendor shall give notice immediately to the Agency’s director if Vendor solicits or intends to solicit

State employees to perform any work under this contract.

10 COMPLIANCE WITH THE LAW: The Vendor, its employees, agents, and subcontractors shall comply with all applicable federal,

state, and local laws, rules, ordinances, regulations, orders, federal circulars and all license and permit requirements in the performance of this

contract. Vendor shall be in compliance with applicable tax requirements and shall be current in payment of such taxes. Vendor shall obtain at its own expense, all licenses and permissions necessary for the performance of this contract.

11 BACKGROUND CHECK: Whenever the State deems it reasonably necessary for security reasons, the State may conduct, at its

expense, criminal and driver history background checks of Vendor’s and subcontractors officers, employees or agents. Vendor or subcontractor shall reassign immediately any such individual who, in the opinion of the State, does not pass the background checks.

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12 APPLICABLE LAW: This contract shall be construed in accordance with and is subject to the laws and rules of the State of Illinois.

The Department of Human Rights’ Equal Opportunity requirements (44 Ill. Adm. Code 750) are incorporated by reference. Any claim against the State arising out of this contract must be filed exclusively with the Illinois Court of Claims (705 ILCS 505/1). The State shall not enter into

binding arbitration to resolve any contract dispute. The State of Illinois does not waive sovereign immunity by entering into this contract. The

official text of cited statutes is incorporated by reference (An unofficial version can be viewed at http://www.ilga.gov/legislation/ilcs/ilcs.asp). In compliance with the Illinois and federal Constitutions, the Illinois Human Rights Act, the U. S. Civil Rights Act, and Section 504 of the federal

Rehabilitation Act and other applicable laws and rules the State does not unlawfully discriminate in employment, contracts, or any other activity.

13 ANTI-TRUST ASSIGNMENT: If Vendor does not pursue any claim or cause of action it has arising under federal or state antitrust laws relating to the subject matter of the contract, then upon request of the Illinois Attorney General, Vendor shall assign to the State rights, title

and interest in and to the claim or cause of action.

14 CONTRACTUAL AUTHORITY: The Agency that signs for the State of Illinois shall be the only State entity responsible for performance and payment under the contract. When the Chief Procurement Officer or authorized designee signs in addition to an Agency, they

do so as approving officer and shall have no liability to Vendor. When the Chief Procurement officer or authorized designee signs a master

contract on behalf of State agencies, only the Agency that places an order with the Vendor shall have any liability to Vendor for that order.

15 NOTICES: Notices and other communications provided for herein shall be given in writing by registered or certified mail, return

receipt requested, by receipted hand delivery, by courier (UPS, Federal Express or other similar and reliable carrier), by e-mail, or by fax showing

the date and time of successful receipt. Notices shall be sent to the individuals who signed the contract using the contact information following the signatures. Each such notice shall be deemed to have been provided at the time it is actually received. By giving notice, either Party may

change the contact information.

16 MODIFICATIONS AND SURVIVAL: Amendments, modifications and waivers must be in writing and signed by authorized representatives of the Parties. Any provision of this contract officially declared void, unenforceable, or against public policy, shall be ignored

and the remaining provisions shall be interpreted, as far as possible, to give effect to the Parties’ intent. All provisions that by their nature would

be expected to survive, shall survive termination. In the event of a conflict between the State’s and the Vendor’s terms, conditions and attachments, the State’s terms, conditions and attachments shall prevail.

17 PERFORMANCE RECORD / SUSPENSION: Upon request of the State, Vendor shall meet to discuss performance or provide

contract performance updates to help ensure proper performance of the contract. The State may consider Vendor’s performance under this contract and compliance with law and rule to determine whether to continue the contract, suspend Vendor from doing future business with the

State for a specified period of time, or to determine whether Vendor can be considered responsible on specific future contract opportunities.

18 FREEDOM OF INFORMATION ACT: This contract and all related public records maintained by, provided to or required to be provided to the State are subject to the Illinois Freedom of Information Act notwithstanding any provision to the contrary that may be found in

this contract.

STANDARD CERTIFICATIONS

Vendor acknowledges and agrees that compliance with this subsection in its entirety for the term of the contract and any renewals is a material

requirement and condition of this contract. By executing this contract Vendor certifies compliance with this subsection in its entirety, and is

under a continuing obligation to remain in compliance and report any non-compliance.

This subsection, in its entirety, applies to subcontractors used on this contract. Vendor shall include these Standard Certifications in any

subcontract used in the performance of the contract using the Standard Subcontractor Certification form provided by the State.

If this contract extends over multiple fiscal years, including the initial term and all renewals, Vendor and its subcontractors shall confirm compliance with this section in the manner and format determined by the State by the date specified by the State and in no event later than July 1

of each year that this contract remains in effect.

If the Parties determine that any certification in this section is not applicable to this contract it may be stricken without affecting the remaining subsections.

1. As part of each certification, Vendor acknowledges and agrees that should Vendor or its subcontractors provide false information, or

fail to be or remain in compliance with the Standard Certification requirements, one or more of the following sanctions will apply:

the contract may be void by operation of law,

the State may void the contract, and

the Vendor and it subcontractors may be subject to one or more of the following: suspension, debarment, denial of

payment, civil fine, or criminal penalty.

Identifying a sanction or failing to identify a sanction in relation to any of the specific certifications does not waive imposition of other

sanctions or preclude application of sanctions not specifically identified.

2. Vendor certifies it and its employees will comply with applicable provisions of the United States Civil Rights Act, Section 504 of the Federal Rehabilitation Act, the Americans with Disabilities Act, and applicable rules in performance of this contract.

3. Vendor, if an individual, sole proprietor, partner or an individual as member of a LLC, certifies he/she is not in default on an

educational loan. 5 ILCS 385/3.

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4. Vendor, if an individual, sole proprietor, partner or an individual as member of a LLC, certifies it he/she has not received (i) an early

retirement incentive prior to 1993 under Section 14-108.3 or 16-133.3 of the Illinois Pension Code or (ii) an early retirement incentive on or after 2002 under Section 14-108.3 or 16-133.3 of the Illinois Pension Code. 30 ILCS 105/15a; 40 ILCS 5/14-108.3; 40 ILCS

5/16-133.

5. Vendor certifies that it is a legal entity authorized to do business in Illinois prior to submission of a bid, offer, or proposal. 30 ILCS 500/1.15.8, 20-43.

6. To the extent there was a current Vendor providing the services covered by this contract and the employees of that Vendor who

provided those services are covered by a collective bargaining agreement, Vendor certifies (i) that it will offer to assume the collective bargaining obligations of the prior employer, including any existing collective bargaining agreement with the bargaining

representative of any existing collective bargaining unit or units performing substantially similar work to the services covered by the

contract subject to its bid or offer; and (ii) that it shall offer employment to all employees currently employed in any existing bargaining unit who perform substantially similar work to the work that will be performed pursuant to this contract. This does not

apply to heating, air conditioning, plumbing and electrical service contracts. 30 ILCS 500/25-80.

7. Vendor certifies it has neither been convicted of bribing or attempting to bribe an officer or employee of the State of Illinois or any other State, nor made an admission of guilt of such conduct that is a matter of record. 30 ILCS 500/50-5.

8. If Vendor has been convicted of a felony, Vendor certifies at least five years have passed after the date of completion of the sentence

for such felony, unless no person held responsible by a prosecutor’s office for the facts upon which the conviction was based continues to have any involvement with the business. 30 ILCS 500/50-10.

9. If Vendor or any officer, director, partner, or other managerial agent of Vendor has been convicted of a felony under the Sarbanes-

Oxley Act of 2002, or a Class 3 or Class 2 felony under the Illinois Securities Law of 1953, Vendor certifies at least five years have passed since the date of the conviction. Vendor further certifies that it is not barred from being awarded a contract and acknowledges

that the State shall declare the contract void if this certification is false. 30 ILCS 500/50-10.5.

10. Vendor certifies it is not barred from having a contract with the State based upon violating the prohibitions related to either submitting/writing specifications or providing assistance to an employee of the State of Illinois by reviewing, drafting, directing, or

preparing any invitation for bids, a request for proposal, or request of information, or similar assistance (except as part of a public

request for such information). 30 ILCS 500/50-10.5(e), amended by Pub. Act No. 97-0895 (August 3, 2012).

11. Vendor certifies that it and its affiliates are not delinquent in the payment of any debt to the State (or if delinquent has entered into a

deferred payment plan to pay the debt), and Vendor and its affiliates acknowledge the State may declare the contract void if this

certification is false or if Vendor or an affiliate later becomes delinquent and has not entered into a deferred payment plan to pay off the debt. 30 ILCS 500/50-11, 50-60.

12. Vendor certifies that it and all affiliates shall collect and remit Illinois Use Tax on all sales of tangible personal property into the State

of Illinois in accordance with provisions of the Illinois Use Tax Act and acknowledges that failure to comply may result in the contract being declared void. 30 ILCS 500/50-12.

13. Vendor certifies that it has not been found by a court or the Pollution Control Board to have committed a willful or knowing violation of the Environmental Protection Act within the last five years, and is therefore not barred from being awarded a contract. 30 ILCS

500/50-14.

14. Vendor certifies it has neither paid any money or valuable thing to induce any person to refrain from bidding on a State contract, nor accepted any money or other valuable thing, or acted upon the promise of same, for not bidding on a State contract. 30 ILCS 500/50-

25.

15. Vendor certifies it is not in violation of the “Revolving Door” provisions of the Illinois Procurement Code. 30 ILCS 500/50-30.

16. Vendor certifies that it has not retained a person or entity to attempt to influence the outcome of a procurement decision for

compensation contingent in whole or in part upon the decision or procurement. 30 ILCS 500/50-38.

17. Vendor certifies it will report to the Illinois Attorney General and the Chief Procurement Officer any suspected collusion or other anti-competitive practice among any bidders, offerors, contractors, proposers, or employees of the State. 30 ILCS 500/50-40, 50-45, 50-

50.

18. Vendor certifies steel products used or supplied in the performance of a contract for public works shall be manufactured or produced in the United States, unless the executive head of the procuring Agency/University grants an exception. 30 ILCS 565.

19. Drug Free Workplace

19.1. If Vendor employs 25 or more employees and this contract is worth more than $5,000, Vendor certifies it will provide a drug free workplace pursuant to the Drug Free Workplace Act.

19.2. If Vendor is an individual and this contract is worth more than $5000, Vendor certifies it shall not engage in the unlawful

manufacture, distribution, dispensation, possession, or use of a controlled substance during the performance of the contract. 30 ILCS 580.

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20. Vendor certifies that neither Vendor nor any substantially owned affiliate is participating or shall participate in an international

boycott in violation of the U.S. Export Administration Act of 1979 or the applicable regulations of the United States. Department of Commerce. 30 ILCS 582.

21. Vendor certifies it has not been convicted of the offense of bid rigging or bid rotating or any similar offense of any state or of the

United States. 720 ILCS 5/33 E-3, E-4.

22. Vendor certifies it complies with the Illinois Department of Human Rights Act and rules applicable to public contracts, which include

providing equal employment opportunity, refraining from unlawful discrimination, and having written sexual harassment policies.

775 ILCS 5/2-105.

23. Vendor certifies it does not pay dues to or reimburse or subsidize payments by its employees for any dues or fees to any

“discriminatory club.” 775 ILCS 25/2.

24. Vendor certifies that no foreign-made equipment, materials, or supplies furnished to the State under the contract have been or will be produced in whole or in part by forced labor or indentured labor under penal sanction. 30 ILCS 583.

25. Vendor certifies that no foreign-made equipment, materials, or supplies furnished to the State under the contract have been produced

in whole or in part by the labor or any child under the age of 12. 30 ILCS 584.

26. Vendor certifies that any violation of the Lead Poisoning Prevention Act, as it applies to owners of residential buildings, has been

mitigated. 410 ILCS 45.

27. Vendor warrants and certifies that it and, to the best of its knowledge, its subcontractors have and will comply with Executive Order No. 1 (2007). The Order generally prohibits Vendors and subcontractors from hiring the then-serving Governor’s family members to

lobby procurement activities of the State, or any other unit of government in Illinois including local governments if that procurement

may result in a contract valued at over $25,000. This prohibition also applies to hiring for that same purpose any former State employee who had procurement authority at any time during the one-year period preceding the procurement lobbying activity.

28. Vendor certifies that information technology, including electronic information, software, systems and equipment, developed or

provided under this contract comply with the applicable requirements of the Illinois Information Technology Accessibility Act Standards as published at (www.dhs.state.il.us/iitaa) 30 ILCS 587.

29. Vendor certifies that it has read, understands, and is in compliance with the registration requirements of the Elections Code (10 ILCS

5/9-35) and the restrictions on making political contributions and related requirements of the Illinois Procurement Code. 30 ILCS 500/20-160 and 50-37. Vendor will not make a political contribution that will violate these requirements.

In accordance with section 20-160 of the Illinois Procurement Code, Vendor certifies as applicable:

Vendor is not required to register as a business entity with the State Board of Elections.

or

Vendor has registered with the State Board of Elections. As a registered business entity, Vendor acknowledges a continuing duty

to update the registration as required by the Act.

30. Vendor certifies that if it is awarded a contract through the use of the preference required by the Procurement of Domestic Products

Act, then it shall provide products pursuant to the contract or a subcontract that are manufactured in the United States. 30 ILCS 517.

31. A person (other than an individual acting as a sole proprietor) must be a duly constituted legal entity and authorized to do business in

Illinois prior to submitting a bid or offer. 30 ILCS 500/20-43. If you do not meet these criteria, then your bid or offer will be

disqualified.

Vendor must make one of the following four certifications by checking the appropriate box. If C or D is checked, then Vendor must

attach to this form the requested documentation.

A. Vendor certifies it is an individual acting as a sole proprietor and is therefore not subject to the requirements of section 20-43 of the Procurement Code.

B. Vendor certifies that it is a legal entity, and was authorized to do business in Illinois as of the date for submitting this bid or offer. The State may require Vendor to provide evidence of compliance before award.

C. Vendor certifies it is a legal entity, and is a foreign corporation performing activities that do not constitute transacting business in Illinois as defined by Illinois Business Corporations Act (805 ILCS 5/13.75). A vendor claiming exemption

under the Act must include a detailed explanation of the legal basis for the claim with its bid or offer and must provide

additional detail upon request. If Vendor fails to provide the mandatory documentation with the bid or offer, or does not provide additional detail upon request within the timeframe specified in said request, then the State may deem the Vendor

as being non-responsive or not responsible and may disqualify the Vendor.

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D. Vendor certifies it is a legal entity, and is an entity otherwise recognized under Illinois law as eligible for a specific form of

exemption similar to those found in the Illinois Business Corporation Act (805 ILCS 5/13.75). A vendor claiming exemption under a specific law must provide a detailed explanation of the legal basis for the claim with its bid or offer and

must provide additional detail upon request. If Vendor fails to provide the mandatory documentation with the bid or offer,

or does not provide additional detail upon request within the timeframe specified in said request, then the State may deem the Vendor as being non-responsive or not responsible and may disqualify the Vendor.

The undersigned business entity certifies that it has registered as a business with the State Board of Elections and acknowledges a continuing duty to update the registration in accordance with the above referenced statutes. A copy of the certificate of registration shall be submitted with the

bid. The bidder is cautioned that the Board will not award a contract without submission of the certificate of registration.

These requirements and compliance with the above referenced statutory sections are a material part of the contract, and any breach thereof shall be cause to void the contract under Section 50-60 of the Illinois Procurement Code.

VENDOR (show Company name and DBA)

Signature

Printed Name

Title Date

Address

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J. Disclosures and Conflicts of Interest

A. The disclosures hereinafter made by the bidder and its’ subcontractors, as applicable, are each a

material representation of fact upon which reliance is placed should the Department enter into the

contract with the bidder. The bidder further certifies that the Department has received the disclosure

forms for each bid.

The chief procurement officer may void the bid, contract, or subcontract, respectively, if it is later

determined that the bidder or subcontractor rendered a false or erroneous disclosure. A contractor or

subcontractor may be suspended or debarred for violations of the Procurement Code. Furthermore,

the chief procurement officer may void the contract and the surety providing the performance bond

shall be responsible for completion of the contract.

B. Financial Interests and Conflicts of Interest

1. Section 50-35 of the Illinois Procurement Code provides that all bids of more than $25,000 shall

be accompanied by disclosure of the financial interests of the bidder. This disclosed information

for the successful bidder, will be maintained as public information subject to release by request

pursuant to the Freedom of Information Act, filed with the Procurement Policy Board, and shall

be incorporated as a material term of the contract. Furthermore, pursuant to Section 5-5, the

Procurement Policy Board may review a proposal, bid, or contract and issue a recommendation to

void a contract or reject a proposal or bid based on any violation of the Procurement Code or the

existence of a conflict of interest as provided in subsections (b) and (d) of Section 50-35.

The financial interests to be disclosed shall include ownership or distributive income share that is

in excess of 5%, or an amount greater than 60% of the annual salary of the Governor, of the

bidding entity or its parent entity, whichever is less, unless the contractor or bidder is a publicly

traded entity subject to Federal 10K reporting, in which case it may submit its 10K disclosure in

place of the prescribed disclosure. If a bidder is a privately held entity that is exempt from

Federal 10K reporting, but has more than 400 shareholders, it may submit the information that

Federal 10K companies are required to report, and list the names of any person or entity holding

any ownership share that is in excess of 5%. The disclosure shall include the names, addresses,

and dollar or proportionate share of ownership of each person making the disclosure, their

instrument of ownership or beneficial relationship, and notice of any potential conflict of interest

resulting from the current ownership or beneficial interest of each person making the disclosure

having any of the relationships identified in Section 50-35 and on the disclosure form. The

current annual salary of the Governor is $177,412.00.

In addition, all disclosures shall indicate any other current or pending contracts, proposals, leases,

or other ongoing procurement relationships the bidding entity has with any other unit of state

government and shall clearly identify the unit and the contract, proposal, lease, or other

relationship.

2. Disclosure Forms. Disclosure Form is attached for use concerning the individuals meeting the

above ownership or distributive share requirements. Subject individuals should be covered each

by a separate form. The forms must be included with each bid.

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BIDDING & CONTRACT REQUIREMENTS

DOCUMENT 00 41 00 – BID FORM

RETURN WITH BID

CDB 00 41 00 January 2013

CDB 816-010-039 BID FORM – ELECTRICAL 00 41 00 - 11

STATE OF ILLINOIS

FINANCIAL DISCLOSURES AND CONFLICTS OF INTEREST (May 24, 2012)

Financial Disclosures and Conflicts of Interest forms (“forms”) must be accurately completed and submitted by the

vendor, any parent entity(ies) and any subcontractors. There are nine steps to this form and each must be completed as

instructed in the step heading, unless otherwise provided. A bid, offer, or proposal that does not include this form may

be considered not responsive. The State/Public University will consider this form when evaluating the bid, offer, or

proposal or awarding the contract.

The requirement of disclosure of financial interests and conflicts of interest is a continuing obligation. If circumstances change and the previously submitted form is no longer accurate, disclosing entities must provide an updated form.

Separate forms are required for the vendor, any parent entity(ies) and any subcontractors.

Subcontractor forms must be provided to CDB within 20 days after execution of the State/Public University contract or after execution of the subcontract, whichever is later, for all subcontracts with an annual value of more than $50,000.

This disclosure is submitted for:

Vendor Vendor’s Parent (100% ownership) Subcontractor >$50,000 Subcontractor’s Parent Entity > $50,000

Project Name and Project Number

Vendor Name

DBA

Parent (100% ownership)

Subcontractor

Instrument of Ownership or Beneficial Interest

PLEASE CIRCLE ONE: Sole Proprietorship Corporate Stock (C-Corporation, Professional Corporation, Service Corporation) Limited Liability Company Membership Agreement (Series LLC, Low-Profit Limited Liability Partnership) Partnership Agreement (General Partnership, Limited Partnership, Limited Liability Partnership, Limited Liability Limited Partnership) Not-For-Profit Corporation Other Trust Agreement (Beneficiary)

If you selected Other, please describe:

EP

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BIDDING & CONTRACT REQUIREMENTS

DOCUMENT 00 41 00 – BID FORM

RETURN WITH BID

CDB 00 41 00 January 2013

CDB 816-010-039 BID FORM – ELECTRICAL 00 41 00 - 12

STEP 1 SUPPORTING DOCUMENTATION SUBMITTAL

(All vendors complete regardless of annual contract value)

(Subcontractors with subcontract annual value of more than $50,000 must complete)

You must select one of the five options below and select the documentation you are submitting. You must provide the documentation the applicable section requires with this form.

Option 1 - Publicly Traded Entities

1.A. I will complete Step 2, Option A for each qualifying individual or entity holding any ownership or distributive income share in excess of 5% or an amount greater than 60% ($106,447.20) of the annual salary of the Governor.

OR

1.B. I have attached a copy of the Federal 10-K.

Option 2 - Privately Held U.S. Entities with more than 200 Shareholders

2.A. I will complete Step 2, Option A for each qualifying individual or entity holding any ownership or distributive income share in excess of 5% or an amount greater than 60% ($106,447.20) of the annual salary of the Governor.

OR

2.B. I will list in Step 2, Option A each qualifying individual or entity holding any ownership share in excess of 5% and have attached information Federal 10-K reporting companies are required to report under 17 CFR 229.401.

Option 3 - Privately Held U.S. Entities with 200 or fewer Shareholders, Members, or Owners, and Not

Including Sole Proprietorships

3.A. I will complete Step 2, Option A for each qualifying individual or entity holding any ownership or distributive income share in excess of 5% or an amount greater than 60% ($106,447.20) of the annual salary of the Governor.

Option 4 – Not-for-Profit Entities

I will complete Step 2, Option B.

Option 5 - Sole Proprietorships

I will skip to Step 3.

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BIDDING & CONTRACT REQUIREMENTS

DOCUMENT 00 41 00 – BID FORM

RETURN WITH BID

CDB 00 41 00 January 2013

CDB 816-010-039 BID FORM – ELECTRICAL 00 41 00 - 13

STEP 2

DISCLOSURE OF FINANCIAL INTEREST OR BOARD OF DIRECTORS (All vendors, except sole proprietorships, must complete regardless of annual contract value)

(Subcontractors with subcontract annual value of more than $50,000 must complete)

Complete either Option A (for all entities other than not-for-profits) or Option B (for not-for-profits).

OPTION A – Ownership Share and Distributive Income

Ownership Share – If you selected Option 1.A., 2.A., 2.B., or 3.A. in Step 1, provide the name and address of each

individual and their percentage of ownership if said percentage exceeds 5%, or the dollar value of their ownership if said

dollar value exceeds $106,447.20.

Check here if including an attachment with requested information in a format substantially similar to the format

below.

Name Address Percentage of Ownership $ Value of Ownership

Distributive Income – If you selected Option 1.A., 2.A., or 3.A. in Step 1, provide the name and address of each individual

and their percentage of the disclosing vendor’s total distributive income if said percentage exceeds 5% of the total

distributive income of the disclosing entity, or the dollar value of their distributive income if said dollar value exceeds

$106,447.20.

Check here if including an attachment with requested information in a format substantially similar to the format

below.

Name Address % of Distributive Income $ Value of Distributive Income

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BIDDING & CONTRACT REQUIREMENTS

DOCUMENT 00 41 00 – BID FORM

RETURN WITH BID

CDB 00 41 00 January 2013

CDB 816-010-039 BID FORM – ELECTRICAL 00 41 00 - 14

Please certify that the following statements are true.

I have disclosed all individuals or entities that hold an ownership interest of greater than 5% or greater than

$106,447.20.

Yes No I have disclosed all individuals or entities that were entitled to receive distributable income in an amount greater

than $106,447.20 or greater than 5% of the total distributable income of the disclosing entity.

Yes No

OPTION B – Disclosure of Board of Directors (Not-for Profits)

List members of your board of directors. Please include an attachment if necessary.

Name Address

STEP 3

LOBBYIST OR AGENT (Complete only if contract has an annual value over $50,000)

(Subcontractors with subcontract annual value of more than $50,000 must complete)

Yes No. Is your company represented by or do you employ a lobbyist or other agent required to register under

the Lobbyist Registration Act (lobbyist must be registered pursuant to the Act with the Secretary of State) or other agent

who is not identified through Step 2, Option A above and who has communicated, is communicating, or may

communicate with any State/Public University officer or employee concerning the bid or offer? If yes, please identify

each lobbyist and agent, including the name and address below and complete Step 6 for each individual.

Name Address Relationship to Disclosing Entity

Describe all costs/fees/compensation/reimbursements related to the assistance provided by each representative

lobbyist or other agent to obtain a State/Public University contract:

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BIDDING & CONTRACT REQUIREMENTS

DOCUMENT 00 41 00 – BID FORM

RETURN WITH BID

CDB 00 41 00 January 2013

CDB 816-010-039 BID FORM – ELECTRICAL 00 41 00 - 15

STEP 4

PROHIBITED CONFLICTS OF INTEREST (All vendors must complete regardless of annual contract value)

(Subcontractors with subcontract annual value of more than $50,000 must complete)

Step 4 must be completed for each individual or entity disclosed in Step 2, Option A above. Please provide the name of

the individual or entity for which responses are provided:

1. Do you hold or are you the spouse or minor child who holds an elective office in the State of

Illinois or hold a seat in the General Assembly?

Yes No

2. Have you, your spouse, or minor child been appointed to or employed in any offices or

agencies of State government and receive compensation for such employment in excess of

60% ($106,447.20) of the salary of the Governor?

Yes No

3. Are you or are you the spouse or minor child of an officer or employee of the Capital

Development Board or the Illinois Toll Highway Authority?

Yes No

4. Have you, your spouse, or an immediate family member who lives in your residence

currently or who lived in your residence within the last 12 months been appointed as a

member of a board, commission, authority, or task force authorized or created by State law

or by executive order of the Governor?

Yes No

5. If you answered yes to any question in 1-4 above, please answer the following: Do you, your

spouse, or minor child receive from the vendor more than 7.5% of the vendor’s total

distributable income or an amount of distributable income in excess of the salary of the

Governor ($177,412.00)?

Yes No

6. If you answered yes to any question in 1-4 above, please answer the following: Is there a

combined interest of self with spouse or minor child more than 15% ($354,824.00) in the

aggregate of the vendor’s distributable income or an amount of distributable income in

excess of two times the salary of the Governor?

Yes No

STEP 5

CONFLICTS OF INTEREST RELATING TO PERSONAL RELATIONSHIPS (Complete only if contract has an annual value over $50,000)

(Subcontractors with subcontract annual value of more than $50,000 must complete)

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BIDDING & CONTRACT REQUIREMENTS

DOCUMENT 00 41 00 – BID FORM

RETURN WITH BID

CDB 00 41 00 January 2013

CDB 816-010-039 BID FORM – ELECTRICAL 00 41 00 - 16

Step 5 must be completed for each individual or entity disclosed in Step 2, Option A above.

Please provide the name of the individual or entity for which responses are provided:

1. Do you currently have, or in the previous 3 years have you had State employment, including

contractual employment of services? Yes No

2. Has your spouse, father, mother, son, or daughter, had State employment, including

contractual employment for services, in the previous 2 years? Yes No

3. Do you hold currently or have you held in the previous 3 years elective office of the State of

Illinois, the government of the United States, or any unit of local government authorized by

the Constitution of the State of Illinois or the statutes of the State of Illinois?

Yes No

4. Do you have a relationship to anyone (spouse, father, mother, son, or daughter) holding

elective office currently or in the previous 2 years? Yes No

5. Do you hold or have you held in the previous 3 years any appointive government office of

the State of Illinois, the United States of America, or any unit of local government authorized

by the Constitution of the State of Illinois or the statutes of the State of Illinois, which office

entitles the holder to compensation in excess of expenses incurred in the discharge of that?

Yes No

6. Do you have a relationship to anyone (spouse, father, mother, son, or daughter) holding

appointive office currently or in the previous 2 years? Yes No

7. Do you currently have or in the previous 3 years had employment as or by any registered

lobbyist of the State government? Yes No

8. Do you currently have or in the previous 2 years had a relationship to anyone (spouse,

father, mother, son, or daughter) that is or was a registered lobbyist? Yes No

9. Do you currently have or in the previous 3 years had compensated employment by any

registered election or re-election committee registered with the Secretary of State or any

county clerk in the State of Illinois, or any political action committee registered with either

the Secretary of State or the Federal Board of Elections?

Yes No

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BIDDING & CONTRACT REQUIREMENTS

DOCUMENT 00 41 00 – BID FORM

RETURN WITH BID

CDB 00 41 00 January 2013

CDB 816-010-039 BID FORM – ELECTRICAL 00 41 00 - 17

10. Do you currently have or in the previous 2 years had a relationship to anyone (spouse,

father, mother, son, or daughter) who is or was a compensated employee of any registered

election or reelection committee registered with the Secretary of State or any county clerk in

the State of Illinois, or any political action committee registered with either the Secretary of

State or the Federal Board of Elections?

Yes No

STEP 6 EXPLANATION OF AFFIRMATIVE RESPONSES (All vendors must complete regardless of annual contract value)

(Subcontractors with subcontract annual value of more than $50,000 must complete)

If you answered “Yes” in Step 4 or Step 5, please provide on an additional page a detailed explanation that includes, but

is not limited to the name, salary, State agency or university, and position title of each individual.

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BIDDING & CONTRACT REQUIREMENTS

DOCUMENT 00 41 00 – BID FORM

RETURN WITH BID

CDB 00 41 00 January 2013

CDB 816-010-039 BID FORM – ELECTRICAL 00 41 00 - 18

STEP 7

POTENTIAL CONFLICTS OF INTEREST

RELATING TO DEBARMENT & LEGAL PROCEEDINGS (Complete only if contract has an annual value over $50,000)

(Subcontractors with subcontract annual value of more than $50,000 must complete)

This step must be completed for each individual or entity disclosed through Step 2 and Step 3.

1. Within the previous ten years, have you had debarment from contracting with any

governmental entity?

Yes No

2. Within the previous ten years, have you had any professional licensure discipline? Yes No

3. Within the previous ten years, have you had any bankruptcies? Yes No

4. Within the previous ten years, have you had any adverse civil judgments and administrative

findings?

Yes No

5. Within the previous ten years, have you had any criminal felony convictions? Yes No

If you answered “Yes”, please provide a detailed explanation that includes, but is not limited to the name, salary, State

agency or university, and position title of each individual.

STEP 8

DISCLOSURE OF CURRENT AND PENDING CONTRACTS (Complete only if contract has an annual value over $50,000)

(Subcontractors with subcontract annual value of more than $50,000 must complete)

If you selected Option 1, 2, 3, or 5 in Step 1, do you have any contracts, pending contracts, bids, proposals, or other ongoing procurement relationships with units of State of Illinois government? Yes No.

If “Yes”, please specify below. Attach an additional page in the same format as provided below, if desired.

Agency/University Project Title Status Value Contract

Reference/P.O./Illinois

Procurement Bulletin #

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BIDDING & CONTRACT REQUIREMENTS

DOCUMENT 00 41 00 – BID FORM

RETURN WITH BID

CDB 00 41 00 January 2013

CDB 816-010-039 BID FORM – ELECTRICAL 00 41 00 - 19

Please explain the procurement relationship:

STEP 9

SIGN THE DISCLOSURE (All vendors must complete regardless of annual contract value)

(Subcontractors with subcontract annual value of more than $50,000 must complete)

This disclosure is signed and made under penalty of perjury for all for-profit entities by an authorized officer or employee on behalf of the bidder or offeror pursuant to Sections 50-13 and 50-35 of the Illinois Procurement Code. This disclosure information is submitted on behalf of:

Name of Disclosing Entity:

Signature: Date:

Printed Name:

Title:

Phone Number:

Email Address:

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BIDDING & CONTRACT REQUIREMENTS

DOCUMENT 00 41 00 – BID FORM

RETURN WITH BID

CDB 00 41 00 January 2013

CDB 816-010-039 BID FORM – ELECTRICAL 00 41 00 - 20

K. Subcontractor Requirements

A. Delinquent Debt and listing of all Subcontractors per SDC Section 00 21 50.2C

In accordance with State policy, Contractors must list all known subcontractors and suppliers who

will be employed on this project. Attach additional sheets if necessary.

B. Requirements for Subcontractors over $50,000

Pursuant to requirements under 30 ILCS 500/20-120(a), the contract shall state whether the

services of a subcontractor will or may be used. Furthermore, the contract shall include names

and addresses of all known subcontractors with subcontracts with an annual value of more than

$50,000 and the expected amount of money each will receive under the contract. Financial and

Conflict of Interest disclosures and standard certifications of each subcontractor over $50,000

must be submitted to CDB by the contractor within 20 days of the execution of a contract with

CDB or 20 days of the execution of the subcontract, whichever is later.

Please check the applicable option:

The services of a subcontractor will or may be used: YES NO

If YES, then list known subcontractors. List total value for subcontractors over $50,000:

(use additional sheets if necessary)

Name of

Subcontractor

ADDRESS Subcontract

Over $50,000

(Yes/No)

Total Expected

Value for

Subcontractors

over $50,000

CDB ID NO. TIN (FEIN or SSN)

1

2

3

4

5

6

7

8

9

10

11

12

CONTRACTOR (show Company name and DBA):

Signature

Printed Name: FEIN #:

Title: Date:

Address:

Telephone: Fax: Email:

For Corporations only: Attest By: (Corporate Secretary)

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BIDDING & CONTRACT REQUIREMENTS

DOCUMENT 00 41 00 – BID FORM

RETURN WITH BID

CDB 00 41 00 January 2013

CDB 816-010-039 BID FORM – ELECTRICAL 00 41 00 - 21

L. Disclosure of Business Operations with Government of Iran 30 ILCS 500/50-36

Each bid, offer, or proposal submitted for a State contract, other than a small purchase defined in Section 20-20 [of the Illinois Procurement Code], shall include a disclosure of whether or not the bidder, offeror, or proposing entity, or any of its corporate parents or subsidiaries, within the 24 months before submission of the bid, offer, or proposal had business operations that involved contracts with or provision of supplies or services to the Government of Iran, companies in which the Government of Iran has any direct or indirect equity share, consortiums or projects commissioned by the Government of Iran and :

(1) more than 10% of the company’s revenues produced in or assets located in Iran involve oil-related activities or mineral-extraction activities; less than 75% of the company’s revenues produced in or assets located in Iran involve contracts with or provision of oil-related or mineral – extraction products or services to the Government of Iran or a project or consortium created exclusively by that Government; and the company has failed to take substantial action; or

(2) the company has, on or after August 5, 1996, made an investment of $20 million or more, or any combination of investments of at least $10 million each that in the aggregate equals or exceeds $20 million in any 12- month period that directly or significantly contributes to the enhancement of Iran’s ability to develop petroleum resources of Iran.

A bid, offer, or proposal that does not include this disclosure shall not be considered responsive. We may consider this disclosure when evaluating the bid, offer, or proposal or awarding the contract.

You must check one of the following items and if item 2 is checked you must also make the necessary disclosure.

1. ___ There are no business operations that must be disclosed to comply with the above cited law.

2. ___ The following business operations are disclosed to comply with the above cited law:

Name of Company

Signature

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Will County Area Goals RETURN WITH BID

CAPITAL DEVELOPMENT BOARD BIDDING &CONTRACT REQUIREMENTS

State of Illinois Document 00 41 04 – DHR Form PC-2

BIDDER’S EMPLOYEE UTILIZATION FORM

No minority or female workforce hiring goals have been established for this contract. However, the bidder agrees to make a good

faith effort to employ females and minorities in the various job categories under this contract.

Failure to complete the PC-2 form may result in bid rejection.

CDB’s acceptance of the Bidder’s PC-2 projection is a condition of contract award. CDB will notify the bidder if the projection is

unacceptable. The bidder shall be given the opportunity to negotiate an acceptable projection with the CDB. Failure to reach an

acceptable workforce projection may result in rejection of the contract award.

GOALS

The following workforce hiring goals are in effect for

each trade. These goals represent a minimum of

total workforce hours.

Minority / Female Utilization

Percent Sheetmetal 25%

Equipment operators 20%

Mechanics 15%

Ironworkers/Boilermakers 20%

Carpenters 25%

Acoustical Tilers 20%

Ceramic Tile Setters 15%

Brick Masons/Tuckpointers 15%

Cement Masons 15%

Lathers (Metal/Wood) 20%

Tapers 20%

Plasters 20%

Painters 20%

Glaziers 15%

Roofers 25%

Metal Deck Roofers 20%

Pipefitters 25%

Plumbers 25%

Insulators 20%

Temperature Control 20%

Laborers 33%

Electricians 25%

Fencing, Guard Rails 15%

Landscaping 25%

Truck Drivers 20%

Air Test & Balancing 15%

Sandblast/Waterproofing/Caulkers 15%

Asbestos Workers 30%

Terrazzo 12%

Carpet 15%

INSTRUCTIONS

for Project: 816-010-039 Phase: 1

Trade: Electrical

Project the total number of employees to be used in the

performance of the contract work by your firm and your

subcontractors. Include within the projections, separate

numbers for Journeyman and Apprentices by the letters

“J” and “A”.

(See next page)

Contact Person

Firm Name

Address

Address

Telephone Number

Fax Number

Email Address

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RETURN WITH BIDBIDDING & CONTRACT REQUIREMENTS

Document 00 41 04-Bid Form-DHR Form PC-2

CDB Project Number

816-010-039

Contract/Trade Bid FEP Tech Monitored/Non-Monitored

Electrical Jeanifer L Kimbrough Monitored TRADE CATEGORIES Trade

Codes African American Hispanic Native American Asian Caucasian

Male Female Male Female Male Female Male Female Male Female

J A J A J A J A J A J A J A J A J A J A

Sheet Metal 3

Equipment Operators 4

Elevator Mechanics 5

Ironworker/BoilerMakers 6

Carpenters 7

Acoustical Tilers 8

Ceramic Tilesetters 9

Brick Mason/Tuckpointers 10

Cement Masons 11

Lather - Metal/Wood 12

Tapers 13

Plasterers 14

Painters 15

Glaziers 16

Roofers 17

Metal Deck Roofers 18

Pipefitter/Sprinkler Fitters 19

Plumbers 20

Insulators 21

Temperature Control 22

Laborers 23

Electricians 24

Fencing/Guard Rails 25

Landscaping 26

Well Drilling 27

Truck Drivers 28

Air Test & Balancing 29

SndBlst/Wtrprfng.Caulkers 30

Asbestos Workers 31

Terrazzo 32

Carpet 33

TOTALS

NOTE:Bidder’s failure to complete DHR Form PC-2 may result in rejection of the bid. Bidder shall set forth a total

projection of the total workforce to be allocated for this contract. Approval of the workforce hiring projection is a post-

award requirement.

CDB Contract No.

Contractor I.D.

FOR CDB OFFICE USE ONLY

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RETURN WITH BID

CDB 00 41 05 March 2012

CDB 816-010-039 00 41 05 - 1

CDB PROJECT NO. 816-010-039 BIDDING & CONTRACT REQUIREMENTS

Document 00 41 05 - Minority/Female Business Enterprise Program Requirements CONTRACT REQUIREMENTS FOR MINORITY/FEMALE BUSINESS PARTICIPATION GOALS: The MBE/FBE goal for this Electrical contract is 13 percent (8% MBE, 5% FBE) of the amount of the contract awarded by CDB. The contract award is defined as the Base Bid plus any or all alternates. INSTRUCTIONS: When Goals are established, the Bidder shall include below the names of certified minority/female owned business enterprises which will perform at least the percentage of the work specified in the Goals statement (see above) and the proposed dollar value of subcontract (percentage values are not acceptable). Firms cannot be identified after the bid opening. Failure to identify firms will result in rejection of bid. If the Bidder needs assistance in identifying subcontractors or suppliers, contact CDB’s FEP Unit prior to submitting the bid and assistance will be provided in accordance with the MBE/FBE requirements in the Standard Documents for Construction. Efforts to comply with these requirements will be considered in evaluating whether the bid is responsive. If the percentage of the work (Base Bid plus all Alternates) is less than the specified goals, bidder is required to submit within 7 (seven) calendar days after the bid opening written evidence of its good faith efforts to achieve the goals. BIDDER’S MBE/FBE SUBCONTRACTOR/SUPPLIER FIRMS, INCLUDING ADDRESS AND TELEPHONE NUMBER, TO BE UTILIZED IN REGARD TO THIS CONTRACT (Include base bid below and each alternate on next page(s)): Note: A firm can only be designated as an MBE or FBE, but not both. Firms must be certified or registered with CMS as an MBE/FBE prior to bid opening. (Attach additional sheet if necessary)

BASE BID:

Name of MBE/FBE Firm

Address City State Zip

Proposed $ Value of

Subcontract

Telephone Number

MBE/FBE Denotation And

Certifying Agency

1. MBE FBE Certified by CMS

2. MBE FBE Certified by CMS

3. MBE FBE Certified by CMS

4. MBE FBE Certified by CMS

5. MBE FBE Certified by CMS

6. MBE FBE Certified by CMS

8. MBE FBE Certified by CMS

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RETURN WITH BID

CDB 00 41 05 March 2012

CDB 816-010-039 00 41 05 - 2

Check box if written evidence of good faith efforts to achieve the goals will be submitted to support a change/waiver of goals request. Written evidence must be submitted within 7 (seven) calendar days after the bid opening. (Not required when participation goals have been met or are not applicable)

The Bidder represents to CDB that, to the best of its knowledge and belief: 1. Each of the subcontractors and suppliers listed qualifies under the provisions and definitions of the

Minority/Female Business Enterprise Program Act as either a minority/female owned business.

2. The subcontract(s) which will be executed by the Bidder for the first level subcontractors and suppliers if the bidder is awarded this contract by CDB will meet or exceed the specified MBE/FBE goals, and will comply with all provisions of the Minority/Female Business Enterprise Program Act.

Bidder agrees to the contractual requirements specified in CDB’s Standard Documents for Construction in regard to the Minority/Female Business Enterprise Program Act. Signature, Title Date

SIGNATURE IS REQUIRED

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REVISED: APRIL 2011

RETURN WITH BID

State of Illinois BIDDING & CONTRACT REQUIREMENTS

CAPITAL DEVELOPMENT BOARD Document 00 41 06 – Bid Bond

as Principal, and

a corporation of the State of

as Surety, are held and firmly bound unto the State of Illinois, acting by and through the Capital Development Board, as

Obligee, in the amount of ten percent (10%) of the amount of the base bid for the payment of which Principal and Surety bind

themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, to this agreement.

Principal has submitted to Obligee a bid to enter into a written contract, for

CDB Project Number: 816-010-039 Division of Work: Electrical

in accordance with bidding documents for the project, which contract is by reference made a part hereof and is hereinafter

referred to as "the Contract".

THE CONDITION OF THIS OBLIGATION is that if Principal, upon acceptance by Obligee of its bid within the period of

time specified for acceptance, shall comply with all post award requirements as required by the terms of the bid within the

time specified after date of the Notice of Award, or in the event of the failure to comply with all post award requirements, if

Principal shall pay Obligee (1) for all costs of procuring the work which exceeds the amount of its bid, or (2) shall pay

Obligee the amount of this bond as liquidated damages in the event Principal is a sole bidder and after an attempt to secure

other bids by readvertising none can be obtained, then this obligation shall be null and void; otherwise it shall remain in full

force and effect.

Surety hereby agrees that its obligation shall not be impaired by any extensions of time for Obligee's acceptance or

compliance with post award requirements. Surety hereby waives notice of such extensions.

Signed and sealed this day of 20 .

CONTRACTOR SURETY

BY

BY

Title

Title

OFFICER OF THE SURETY

ATTEST:

CORPORATE SECRETARY (Corporations only)

JURAT (Notary's Statement Authenticating Signature)

STATE OF

COUNTY OF

I, , a Notary Public in and for said county, do hereby certify that

(Insert Name of Attorney-In-Fact for SURETY)

who is personally known to me to be the same person whose name is subscribed to the foregoing instrument on behalf of

SURETY, appeared before me this day in person and acknowledged respectively, that he/she signed, sealed, and delivered

said instrument as his/her free and voluntary act for the uses and purposes therein set forth.

Given under my hand and notarial seal this DAY OF A.D. 20

My commission expires

Notary Signature

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RETURN WITH BID

REVISED: APRIL 2011 CDB 00 41 07

CDB 816-010-039 00 41 07 - 1

BIDDING & CONTRACT REQUIREMENTS DOCUMENT 00 41 07 – PRODUCT SUBSTITUTION FORM

The Bidder should include this form with the Bid Forms if a material substitution is offered at that time. See Article 00 43 25 of the Standard Documents for Construction. The Base Bid and Alternate Bids include only those products specified in the bidding documents. Following is a list of substitute products which bidder proposes to furnish on this project, with the difference in price being deducted from the Base Bid or Alternate Bids. NOTE: CDB WILL NOT ACCEPT SUBSTITUTIONS FOR SPECIFIED MEMBRANE ROOF SYSTEM(S). Bidder understands that acceptance of any proposed substitution is at CDB's option. Approval or rejection of any substitutions listed below will be indicated prior to executing the Contract. MANUFACTURER'S NAME AND PRODUCT DEDUCT

EVALUATION Contract award will be made in accord with the Standard Documents for Construction. Only the lowest responsible bidder's Proposed Product Substitution Form will be evaluated. BIDDER'S NAME: TRADE:

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CDB 00 43 43 APRIL 2011

CDB 816-010-039 00 43 43 - 1

BIDDING & CONTRACT REQUIREMENTS SECTION 00 43 43 - PREVAILING WAGE ACT

1. PREVAILING WAGE ACT

1.1 Pursuant to Illinois Compiled Statutes 820 ILCS 130/0.01 et seq., these specifications list on the following pages, the Illinois Department of Labor prevailing rate of wages for the county where the contract is being performed and for each craft or type of worker needed to execute the contract.

2. PROJECT LABOR AGREEMENT

2.1 Because of the size, duration, and important public purpose to be served by the Project, it is in the public interest to have the Project completed in the most timely, efficient, and orderly manner possible and without labor disputes or disruptions of any kind which might interfere with or delay the Project. Accordingly, the Contractor is required to enter into a Project Labor Agreement with the trade unions which have traditionally performed and have trade and geographic jurisdiction over such work. The Project Labor Agreement will be provided by CDB and executed by each Contractor and Trade Union within 20 days following the Authorization to Proceed (ATP) with a copy provided to CDB. The agreement shall provide for, at a minimum, the following:

a. Contracting or subcontracting work to only those firms, persons, companies or entities that have, or agree to be bound by and operate under, for the life of the Project, current collective bargaining agreements with applicable trade unions.

b. No lockout, strikes, picketing or other work stoppage of any nature.

c. Trade unions agree to use their best efforts to prevent any acts described in paragraph 2, or those of a similar nature of effect, or, in the event such an act takes place, to cause an immediate cessation thereof.

d. The right to discharge or discipline an employee who violates the provisions of the agreement.

e. Coverage for the life of the Project.

f. Incorporation of the agreement into subcontracts.

g. Procedures for resolving disputes related to the agreement.

2.2 Submission of the executed Project Labor Agreement shall be a post-ATP requirement.

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CDB 00 43 43 APRIL 2011

CDB 816-010-039 00 43 43 - 2

Will County Prevailing Wage for April 2013

(See explanation of column headings at bottom of wages)

Trade Name RG TYP C Base FRMAN M-F>8 OSA OSH H/W Pensn Vac Trng

==================== == === = ====== ====== ===== === === ===== ===== ===== =====

ASBESTOS ABT-GEN ALL 36.200 36.700 1.5 1.5 2.0 12.78 9.020 0.000 0.500

ASBESTOS ABT-MEC BLD 34.160 36.660 1.5 1.5 2.0 10.82 10.66 0.000 0.720

BOILERMAKER BLD 43.450 47.360 2.0 2.0 2.0 6.970 14.66 0.000 0.350

BRICK MASON BLD 40.680 44.750 1.5 1.5 2.0 9.550 12.00 0.000 0.970

CARPENTER ALL 41.520 45.670 2.0 2.0 2.0 11.19 16.07 0.000 0.530

CEMENT MASON ALL 41.000 43.000 2.0 2.0 2.0 9.500 14.43 0.000 0.500

CERAMIC TILE FNSHER BLD 34.440 0.000 2.0 1.5 2.0 9.700 6.930 0.000 0.610

COMMUNICATION TECH BLD 32.200 33.700 1.5 1.5 2.0 12.32 10.80 0.000 0.320

ELECTRIC PWR EQMT OP ALL 43.350 48.350 1.5 1.5 2.0 10.38 13.50 0.000 0.430

ELECTRIC PWR GRNDMAN ALL 33.810 48.350 1.5 1.5 2.0 8.090 10.53 0.000 0.330

ELECTRIC PWR LINEMAN ALL 43.350 48.350 1.5 1.5 2.0 10.38 13.50 0.000 0.430

ELECTRICIAN BLD 39.500 43.060 1.5 1.5 2.0 13.17 15.11 0.000 1.200

ELEVATOR CONSTRUCTOR BLD 49.080 55.215 2.0 2.0 2.0 11.88 12.71 3.930 0.600

GLAZIER BLD 39.500 41.000 1.5 2.0 2.0 11.99 14.30 0.000 0.840

HT/FROST INSULATOR BLD 45.550 48.050 1.5 1.5 2.0 10.82 11.86 0.000 0.720

IRON WORKER ALL 40.250 41.250 2.0 2.0 2.0 9.390 20.41 0.000 0.700

LABORER ALL 36.200 36.950 1.5 1.5 2.0 12.78 9.020 0.000 0.500

LATHER ALL 41.520 45.670 2.0 2.0 2.0 11.19 16.07 0.000 0.530

MACHINIST BLD 43.550 46.050 1.5 1.5 2.0 6.130 8.950 1.850 0.000

MARBLE FINISHERS ALL 29.700 0.000 1.5 1.5 2.0 9.550 11.75 0.000 0.620

MARBLE MASON BLD 39.880 43.870 1.5 1.5 2.0 9.550 11.75 0.000 0.730

MATERIAL TESTER I ALL 26.200 0.000 1.5 1.5 2.0 12.78 9.020 0.000 0.500

MATERIALS TESTER II ALL 31.200 0.000 1.5 1.5 2.0 12.78 9.020 0.000 0.500

MILLWRIGHT ALL 41.520 45.670 2.0 2.0 2.0 11.19 16.07 0.000 0.530

OPERATING ENGINEER BLD 1 45.100 49.100 2.0 2.0 2.0 15.70 10.55 1.900 1.250

OPERATING ENGINEER BLD 2 43.800 49.100 2.0 2.0 2.0 15.70 10.55 1.900 1.250

OPERATING ENGINEER BLD 3 41.250 49.100 2.0 2.0 2.0 15.70 10.55 1.900 1.250

OPERATING ENGINEER BLD 4 39.500 49.100 2.0 2.0 2.0 15.70 10.55 1.900 1.250

OPERATING ENGINEER BLD 5 48.850 49.100 2.0 2.0 2.0 15.70 10.55 1.900 1.250

OPERATING ENGINEER BLD 6 46.100 49.100 2.0 2.0 2.0 15.70 10.55 1.900 1.250

OPERATING ENGINEER BLD 7 48.100 49.100 2.0 2.0 2.0 15.70 10.55 1.900 1.250

OPERATING ENGINEER FLT 1 51.300 51.300 1.5 1.5 2.0 11.70 8.050 1.900 1.150

OPERATING ENGINEER FLT 2 49.800 51.300 1.5 1.5 2.0 11.70 8.050 1.900 1.150

OPERATING ENGINEER FLT 3 44.350 51.300 1.5 1.5 2.0 11.70 8.050 1.900 1.150

OPERATING ENGINEER FLT 4 36.850 51.300 1.5 1.5 2.0 11.70 8.050 1.900 1.150

OPERATING ENGINEER HWY 1 43.300 47.300 1.5 1.5 2.0 15.70 10.55 1.900 1.250

OPERATING ENGINEER HWY 2 42.750 47.300 1.5 1.5 2.0 15.70 10.55 1.900 1.250

OPERATING ENGINEER HWY 3 40.700 47.300 1.5 1.5 2.0 15.70 10.55 1.900 1.250

OPERATING ENGINEER HWY 4 39.300 47.300 1.5 1.5 2.0 15.70 10.55 1.900 1.250

OPERATING ENGINEER HWY 5 38.100 47.300 1.5 1.5 2.0 15.70 10.55 1.900 1.250

OPERATING ENGINEER HWY 6 46.300 47.300 1.5 1.5 2.0 15.70 10.55 1.900 1.250

OPERATING ENGINEER HWY 7 44.300 47.300 1.5 1.5 2.0 15.70 10.55 1.900 1.250

PAINTER ALL 40.000 44.750 1.5 1.5 1.5 9.750 11.10 0.000 0.770

PAINTER SIGNS BLD 33.920 38.090 1.5 1.5 1.5 2.600 2.710 0.000 0.000

PILEDRIVER ALL 41.520 45.670 2.0 2.0 2.0 11.19 16.07 0.000 0.530

PIPEFITTER BLD 45.050 48.050 1.5 1.5 2.0 8.460 14.85 0.000 1.780

PLASTERER BLD 40.250 42.670 1.5 1.5 2.0 10.85 10.94 0.000 0.550

PLUMBER BLD 45.000 47.000 1.5 1.5 2.0 12.53 10.06 0.000 0.880

ROOFER BLD 38.350 41.350 1.5 1.5 2.0 8.280 8.770 0.000 0.430

SHEETMETAL WORKER BLD 42.510 44.510 1.5 1.5 2.0 10.04 12.01 0.000 0.780

SPRINKLER FITTER BLD 49.200 51.200 1.5 1.5 2.0 10.25 8.350 0.000 0.450

STONE MASON BLD 40.680 44.750 1.5 1.5 2.0 9.550 12.00 0.000 0.970

TERRAZZO FINISHER BLD 35.510 0.000 1.5 1.5 2.0 9.700 9.320 0.000 0.400

TERRAZZO MASON BLD 39.370 42.370 1.5 1.5 2.0 9.700 10.66 0.000 0.550

TILE MASON BLD 41.430 45.430 2.0 1.5 2.0 9.700 8.640 0.000 0.710

TRAFFIC SAFETY WRKR HWY 28.250 29.850 1.5 1.5 2.0 4.896 4.175 0.000 0.000

TRUCK DRIVER ALL 1 35.650 36.200 1.5 1.5 2.0 7.250 6.319 0.000 0.250

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CDB 00 43 43 APRIL 2011

CDB 816-010-039 00 43 43 - 3

TRUCK DRIVER ALL 2 35.800 36.200 1.5 1.5 2.0 7.250 6.319 0.000 0.250

TRUCK DRIVER ALL 3 36.000 36.200 1.5 1.5 2.0 7.250 6.319 0.000 0.250

TRUCK DRIVER ALL 4 36.200 36.200 1.5 1.5 2.0 7.250 6.319 0.000 0.250

TUCKPOINTER BLD 40.950 41.950 1.5 1.5 2.0 8.180 10.82 0.000 0.940

Legend:

RG (Region)

TYP (Trade Type - All,Highway,Building,Floating,Oil & Chip,Rivers)

C (Class)

Base (Base Wage Rate)

FRMAN (Foreman Rate)

M-F>8 (OT required for any hour greater than 8 worked each day, Mon through Fri.

OSA (Overtime (OT) is required for every hour worked on Saturday)

OSH (Overtime is required for every hour worked on Sunday and Holidays)

H/W (Health & Welfare Insurance)

Pensn (Pension)

Vac (Vacation)

Trng (Training)

Explanations

WILL COUNTY

The following list is considered as those days for which holiday rates

of wages for work performed apply: New Years Day, Memorial Day,

Fourth of July, Labor Day, Thanksgiving Day, Christmas Day and

Veterans Day in some classifications/counties. Generally, any of

these holidays which fall on a Sunday is celebrated on the following

Monday. This then makes work performed on that Monday payable at the

appropriate overtime rate for holiday pay. Common practice in a given

local may alter certain days of celebration. If in doubt, please

check with IDOL.

EXPLANATION OF CLASSES

ASBESTOS - GENERAL - removal of asbestos material/mold and hazardous

materials from any place in a building, including mechanical systems

where those mechanical systems are to be removed. This includes the

removal of asbestos materials/mold and hazardous materials from

ductwork or pipes in a building when the building is to be demolished

at the time or at some close future date.

ASBESTOS - MECHANICAL - removal of asbestos material from mechanical

systems, such as pipes, ducts, and boilers, where the mechanical

systems are to remain.

CERAMIC TILE FINISHER

The grouting, cleaning, and polishing of all classes of tile, whether

for interior or exterior purposes, all burned, glazed or unglazed

products; all composition materials, granite tiles, warning detectable

tiles, cement tiles, epoxy composite materials, pavers, glass,

mosaics, fiberglass, and all substitute materials, for tile made in

tile-like units; all mixtures in tile like form of cement, metals, and

other materials that are for and intended for use as a finished floor

surface, stair treads, promenade roofs, walks, walls, ceilings,

swimming pools, and all other places where tile is to form a finished

interior or exterior. The mixing of all setting mortars including but

not limited to thin-set mortars, epoxies, wall mud, and any other

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CDB 00 43 43 APRIL 2011

CDB 816-010-039 00 43 43 - 4

sand and cement mixtures or adhesives when used in the preparation,

installation, repair, or maintenance of tile and/or similar materials.

The handling and unloading of all sand, cement, lime, tile,

fixtures, equipment, adhesives, or any other materials to be used in

the preparation, installation, repair, or maintenance of tile and/or

similar materials. Ceramic Tile Finishers shall fill all joints and

voids regardless of method on all tile work, particularly and

especially after installation of said tile work. Application of any

and all protective coverings to all types of tile installations

including, but not be limited to, all soap compounds, paper products,

tapes, and all polyethylene coverings, plywood, masonite, cardboard,

and any new type of products that may be used to protect tile

installations, Blastrac equipment, and all floor scarifying equipment

used in preparing floors to receive tile. The clean up and removal of

all waste and materials. All demolition of existing tile floors and

walls to be re-tiled.

COMMUNICATIONS TECHNICIAN

Installation, operation, inspection, maintenance, repair and service

of radio, television, recording, voice, sound and vision production

and reproduction, telephone and telephone interconnect, facsimile,

equipment and appliances used for domestic, commercial, educational

and entertainment purposes, pulling of wire through conduit but not

the installation of conduit.

MARBLE FINISHER

Loading and unloading trucks, distribution of all materials (all

stone, sand, etc.), stocking of floors with material, performing all

rigging for heavy work, the handling of all material that may be

needed for the installation of such materials, building of

scaffolding, polishing if needed, patching, waxing of material if

damaged, pointing up, caulking, grouting and cleaning of marble,

holding water on diamond or Carborundum blade or saw for setters

cutting, use of tub saw or any other saw needed for preparation of

material, drilling of holes for wires that anchor material set by

setters, mixing up of molding plaster for installation of material,

mixing up thin set for the installation of material, mixing up of sand

to cement for the installation of material and such other work as may

be required in helping a Marble Setter in the handling of all

material in the erection or installation of interior marble, slate,

travertine, art marble, serpentine, alberene stone, blue stone,

granite and other stones (meaning as to stone any foreign or domestic

materials as are specified and used in building interiors and

exteriors and customarily known as stone in the trade), carrara,

sanionyx, vitrolite and similar opaque glass and the laying of all

marble tile, terrazzo tile, slate tile and precast tile, steps, risers

treads, base, or any other materials that may be used as substitutes

for any of the aforementioned materials and which are used on interior

and exterior which are installed in a similar manner.

MATERIAL TESTER I: Hand coring and drilling for testing of materials;

field inspection of uncured concrete and asphalt.

MATERIAL TESTER II: Field inspection of welds, structural steel,

fireproofing, masonry, soil, facade, reinforcing steel, formwork,

cured concrete, and concrete and asphalt batch plants; adjusting

proportions of bituminous mixtures.

OPERATING ENGINEER - BUILDING

Class 1. Asphalt Plant; Asphalt Spreader; Autograde; Backhoes with

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CDB 00 43 43 APRIL 2011

CDB 816-010-039 00 43 43 - 5

Caisson Attachment; Batch Plant; Benoto (requires Two Engineers);

Boiler and Throttle Valve; Caisson Rigs; Central Redi-Mix Plant;

Combination Back Hoe Front End-loader Machine; Compressor and Throttle

Valve; Concrete Breaker (Truck Mounted); Concrete Conveyor; Concrete

Conveyor (Truck Mounted); Concrete Paver Over 27E cu. ft; Concrete

Paver 27E cu. ft. and Under: Concrete Placer; Concrete Placing Boom;

Concrete Pump (Truck Mounted); Concrete Tower; Cranes, All; Cranes,

Hammerhead; Cranes, (GCI and similar Type); Creter Crane; Crusher,

Stone, etc.; Derricks, All; Derricks, Traveling; Formless Curb and

Gutter Machine; Grader, Elevating; Grouting Machines; Highlift Shovels

or Front Endloader 2-1/4 yd. and over; Hoists, Elevators, outside

type rack and pinion and similar machines; Hoists, One, Two and Three

Drum; Hoists, Two Tugger One Floor; Hydraulic Backhoes; Hydraulic Boom

Trucks; Hydro Vac (and similar equipment); Locomotives, All; Motor

Patrol; Lubrication Technician; Manipulators; Pile Drivers and Skid

Rig; Post Hole Digger; Pre-Stress Machine; Pump Cretes Dual Ram; Pump

Cretes: Squeeze Cretes-Screw Type Pumps; Gypsum Bulker and Pump;

Raised and Blind Hole Drill; Roto Mill Grinder; Scoops - Tractor

Drawn; Slip-Form Paver; Straddle Buggies; Tournapull; Tractor with

Boom and Side Boom; Trenching Machines.

Class 2. Boilers; Broom, All Power Propelled; Bulldozers; Concrete

Mixer (Two Bag and Over); Conveyor, Portable; Forklift Trucks;

Highlift Shovels or Front Endloaders under 2-1/4 yd.; Hoists,

Automatic; Hoists, Inside Elevators; Hoists, Sewer Dragging Machine;

Hoists, Tugger Single Drum; Rock Drill (Self-Propelled); Rock Drill

(Truck Mounted); Rollers, All; Steam Generators; Tractors, All;

Tractor Drawn Vibratory Roller; Winch Trucks with "A" Frame.

Class 3. Air Compressor; Combination Small Equipment Operator;

Generators; Heaters, Mechanical; Hoists, Inside Elevators; Hydraulic

Power Units (Pile Driving, Extracting, and Drilling); Pumps, over 3"

(1 to 3 not to exceed a total of 300 ft.); Low Boys; Pumps, Well

Points; Welding Machines (2 through 5); Winches, 4 Small Electric

Drill Winches; Bobcats (up to and including ¾ cu yd.) .

Class 4. Bobcats and/or other Skid Steer Loaders (other than bobcats

up to and including ¾ cu yd.); Oilers; and Brick Forklift.

Class 5. Assistant Craft Foreman.

Class 6. Gradall .

Class 7. Mechanics.

OPERATING ENGINEERS - HIGHWAY CONSTRUCTION

Class 1. Asphalt Plant; Asphalt Heater and Planer Combination; Asphalt

Heater Scarfire; Asphalt Spreader; Autograder/GOMACO or other similar

type machines: ABG Paver; Backhoes with Caisson Attachment; Ballast

Regulator; Belt Loader; Caisson Rigs; Car Dumper; Central Redi-Mix

Plant; Combination Backhoe Front Endloader Machine, (1 cu. yd. Backhoe

Bucket or over or with attachments); Concrete Breaker (Truck

Mounted); Concrete Conveyor; Concrete Paver over 27E cu. ft.; Concrete

Placer; Concrete Tube Float; Cranes, all attachments; Cranes, Tower

Cranes of all types: Creter Crane: Crusher, Stone, etc.; Derricks,

All; Derrick Boats; Derricks, Traveling; Dowell Machine with Air

Compressor; Dredges; Formless Curb and Gutter Machine; Grader,

Elevating; Grader, Motor Grader, Motor Patrol, Auto Patrol, Form

Grader, Pull Grader, Subgrader; Guard Rail Post Driver Truck Mounted;

Hoists, One, Two and Three Drum; Hydraulic Backhoes; Backhoes with

shear attachments; Lubrication Technician; Manipulators; Mucking

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CDB 00 43 43 APRIL 2011

CDB 816-010-039 00 43 43 - 6

Machine; Pile Drivers and Skid Rig; Pre-Stress Machine; Pump Cretes

Dual Ram; Rock Drill - Crawler or Skid Rig; Rock Drill - Truck

Mounted; Rock/Track Tamper; Roto Mill Grinder; Slip-Form Paver; Soil

Test Drill Rig (Truck Mounted); Straddle Buggies; Hydraulic

Telescoping Form (Tunnel); Tractor Drawn Belt Loader (with attached

pusher - two engineers); Tractor with Boom; Tractaire with

Attachments; Trenching Machine; Truck Mounted Concrete Pump with Boom;

Raised or Blind Hole Drills (Tunnel Shaft); Underground Boring and/or

Mining Machines 5 ft. in diameter and over tunnel, etc; Underground

Boring and/or Mining Machines under 5 ft. in diameter; Wheel

Excavator; Widener (APSCO).

Class 2. Batch Plant; Bituminous Mixer; Boiler and Throttle Valve;

Bulldozers; Car Loader Trailing Conveyors; Combination Backhoe Front

Endloader Machine (Less than 1 cu. yd. Backhoe Bucket or over or with

attachments); Compressor and Throttle Valve; Compressor, Common

Receiver (3); Concrete Breaker or Hydro Hammer; Concrete Grinding

Machine; Concrete Mixer or Paver 7S Series to and including 27 cu.

ft.; Concrete Spreader; Concrete Curing Machine, Burlap Machine,

Belting Machine and Sealing Machine; Concrete Wheel Saw; Conveyor Muck

Cars (Haglund or Similar Type); Drills, All; Finishing Machine -

Concrete; Highlift Shovels or Front Endloader; Hoist - Sewer Dragging

Machine; Hydraulic Boom Trucks (All Attachments); Hydro-Blaster; All

Locomotives, Dinky; Off-Road Hauling Units (including articulating)/2

ton capacity or more; Non Self-Loading Ejection Dump; Pump Cretes:

Squeeze Cretes - Screw Type Pumps, Gypsum Bulker and Pump; Roller,

Asphalt; Rotary Snow Plows; Rototiller, Seaman, etc., self-propelled;

Scoops - Tractor Drawn; Self-Propelled Compactor; Spreader - Chip -

Stone, etc.; Scraper; Scraper - Prime Mover in Tandem (Regardless of

Size): Tank Car Heater; Tractors, Push, Pulling Sheeps Foot, Disc,

Compactor, etc.; Tug Boats.

Class 3. Boilers; Brooms, All Power Propelled; Cement Supply Tender;

Compressor, Common Receiver (2); Concrete Mixer (Two Bag and Over);

Conveyor, Portable; Farm-Type Tractors Used for Mowing, Seeding, etc.;

Fireman on Boilers; Forklift Trucks; Grouting Machine; Hoists,

Automatic; Hoists, All Elevators; Hoists, Tugger Single Drum; Jeep

Diggers; Low Boys; Pipe Jacking Machines; Post-Hole Digger; Power Saw,

Concrete Power Driven; Pug Mills; Rollers, other than Asphalt; Seed

and Straw Blower; Steam Generators; Stump Machine; Winch Trucks with

"A" Frame; Work Boats; Tamper-Form-Motor Driven.

Class 4. Air Compressor; Combination - Small Equipment Operator;

Directional Boring Machine; Generators; Heaters, Mechanical; Hydraulic

Power Unit (Pile Driving, Extracting, or Drilling); Hydro- Blaster;

Light Plants, All (1 through 5); Pumps, over 3" (1 to 3 not to exceed

a total of 300 ft.); Pumps, Well Points; Tractaire; Welding Machines

(2 through 5); Winches, 4 Small Electric Drill Winches.

Class 5. Bobcats (all); Brick Forklifts; Oilers.

Class 6. Field Mechanics and Field Welders.

Class 7. Gradall and machines of like nature.

OPERATING ENGINEER - FLOATING

Class 1. Craft Foreman; Diver/Wet Tender; and Engineer (hydraulic

dredge).

Class 2. Crane/Backhoe Operator; 70 Ton or over Tug Operator;

Mechanic/Welder; Assistant Engineer (Hydraulic Dredge); Leverman

(Hydraulic Dredge); Diver Tender; Friction and Lattice Boom Cranes.

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Class 3. Deck Equipment Operator, Machineryman; Maintenance of Crane

(over 50 ton capacity); Tug/Launch Operator; Loader/Dozer and like

equipment on Barge; and Deck Machinery, etc.

Class 4. Deck Equipment Operator, Machineryman/Fireman (4 Equipment

Units or More); Off Road Trucks (2 ton capacity or more); Deck Hand,

Tug Engineer, Crane Maintenance 50 Ton Capacity and Under or Backhoe

Weighing 115,000 pounds or less; and Assistant Tug Operator.

TRAFFIC SAFETY - work associated with barricades, horses and drums

used to reduce lane usage on highway work, the installation and

removal of temporary lane markings, and the installation and removal

of temporary road signs.

TRUCK DRIVER - BUILDING, HEAVY AND HIGHWAY CONSTRUCTION

Class 1. Two or three Axle Trucks. A-frame Truck when used for

transportation purposes; Air Compressors and Welding Machines,

including those pulled by cars, pick-up trucks and tractors;

Ambulances; Batch Gate Lockers; Batch Hopperman; Car and Truck

Washers; Carry-alls; Fork Lifts and Hoisters; Helpers; Mechanics

Helpers and Greasers; Oil Distributors 2-man operation; Pavement

Breakers; Pole Trailer, up to 40 feet; Power Mower Tractors;

Self-propelled Chip Spreader; Skipman; Slurry Trucks, 2-man

operation; Slurry Truck Conveyor Operation, 2 or 3 man; Teamsters;

Unskilled Dumpman; and Truck Drivers hauling warning lights,

barricades, and portable toilets on the job site.

Class 2. Four axle trucks; Dump Crets and Adgetors under 7 yards;

Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnapulls or

Turnatrailers when pulling other than self-loading equipment or

similar equipment under 16 cubic yards; Mixer Trucks under 7 yeards;

Ready-mix Plant Hopper Operator, and Winch Trucks, 2 Axles.

Class 3. Five axle trucks; Dump Crets and Adgetors 7 yards and over;

Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnatrailers or

turnapulls when pulling other than self-loading equipment or similar

equipment over 16 cubic yards; Explosives and/or Fission Material

Trucks; Mixer Trucks 7 yards or over; Mobile Cranes while in transit;

Oil Distributors, 1-man operation; Pole Trailer, over 40 feet; Pole

and Expandable Trailers hauling material over 50 feet long; Slurry

trucks, 1-man operation; Winch trucks, 3 axles or more;

Mechanic--Truck Welder and Truck Painter.

Class 4. Six axle trucks; Dual-purpose vehicles, such as mounted

crane trucks with hoist and accessories; Foreman; Master Mechanic;

Self-loading equipment like P.B. and trucks with scoops on the front.

TERRAZZO FINISHER

The handling of sand, cement, marble chips, and all other materials

that may be used by the Mosaic Terrazzo Mechanic, and the mixing,

grinding, grouting, cleaning and sealing of all Marble, Mosaic, and

Terrazzo work, floors, base, stairs, and wainscoting by hand or

machine, and in addition, assisting and aiding Marble, Masonic, and

Terrazzo Mechanics.

Other Classifications of Work:

For definitions of classifications not otherwise set out, the

Department generally has on file such definitions which are available.

If a task to be performed is not subject to one of the

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classifications of pay set out, the Department will upon being

contacted state which neighboring county has such a classification and

provide such rate, such rate being deemed to exist by reference in

this document. If no neighboring county rate applies to the task,

the Department shall undertake a special determination, such special

determination being then deemed to have existed under this

determination. If a project requires these, or any classification not

listed, please contact IDOL at 217-782-1710 for wage rates or

clarifications.

LANDSCAPING

Landscaping work falls under the existing classifications for laborer,

operating engineer and truck driver. The work performed by landscape

plantsman and landscape laborer is covered by the existing

classification of laborer. The work performed by landscape operators

(regardless of equipment used or its size) is covered by the

classifications of operating engineer. The work performed by

landscape truck drivers (regardless of size of truck driven) is

covered by the classifications of truck driver.

END OF SECTION 00 43 43

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CDB PROJECT No. 816-010-039 Page 1

CAPITAL DEVELOPMENT BOARD

STANDARD PROJECT LABOR AGREEMENT

This Agreement is entered into this day of , ______, by and between the Capital

Development Board and the AFL-CIO Project Labor Agreement Committee (PLA Committee) for

and on behalf of its affiliated members, hereinafter referred to individually and collectively, as the

“Union”. This Agreement shall apply to work performed by the Employer and its Contractors and

Subcontractors on Construction known as the CDB Project No. 816-010-039, Governor’s State

University, Renovate Engbretson Hall, Will County, IL.

ARTICLE 1 - INTENT AND PURPOSES

1.1 It is mutually understood that the following terms and conditions relating to employment

of workmen covered by this Agreement have been written in order to promote efficiency of construction

operations and provide for peaceful settlement of labor disputes without strikes or lockouts, thereby

promoting the public interest in assuring the timely and economical completion of the work. It is also the

intent of the parties to set out standard working conditions for the efficient prosecution of said

construction work, herein to establish and maintain harmonious relations between all parties of the

Agreement, to secure optimum productivity and to eliminate strikes, lockouts, or delays in the prosecution

of the work.

(a) Therefore, the following provisions will be binding upon and

all its sub-contractors (hereinafter jointly referred to as “Contractor”), who shall be required to sign the

“Participation Agreement”, attached hereto as “Schedule A”, and the Unions during the term of this

Agreement and any renewal thereafter. The Unions hereby consent to apply the terms and conditions of

this Project Agreement to said sub-contractors upon their signing the “Participation Agreement”. It is

understood that each sub-contractor will be considered and accepted by the Unions as a separate employer

for the purposes of collective bargaining. It is further agreed that the employees working under this

Agreement shall constitute a bargaining unit separate and distinct from all others. This Agreement may

be modified by mutual consent in writing by the parties signatory hereto.

1.2 The Contractor agrees to be bound by the terms of the Collective Bargaining Agreements

and amendments thereto of the affiliates of the PLA Committee and the applicable employers association,

if any. Such agreements are incorporated herein by reference. In order to comply with the requirements

of the various fringe benefit funds to which the Contractor is to contribute, the Contractor shall sign such

participation agreements as are necessary. Upon written notice from any fringe benefit fund C.D.B. will

withhold payment of delinquencies occurring on this project from the involved Prime Contractors.

1.3 It is mutually understood that where the provisions of this Agreement are at variance with

any other agreement between the Contractor and the Union, the language of this Agreement shall prevail.

1.4 The Contractor and the Union agree that should the Collective Bargaining Agreement

(CBA) of any PLA Committee affiliates signatory to this Agreement expire prior to the completion of this

project, the expired contracts’ terms will be maintained until a new CBA is ratified. The wages, and

fringe benefits included in any new CBA will be effective on the effective date of the newly negotiated

C.B.A. unless wage and fringe benefit retroactivity is agreed upon by the bargaining parties.

ARTICLE II - RECOGNITION

2.1 The Contractor recognizes the PLA Committee and the signatory affiliates as the sole and

exclusive bargaining representatives for its craft employees employed on the jobsite. PLA Committee

affiliates signatory to this Agreement will have recognition on the project for their craft.

ARTICLE III - ADMINISTRATION OF AGREEMENT

3.1 In order to assure that all parties have a clear understanding of the Agreement, to promote

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CDB PROJECT No. 816-010-039 Page 2

harmony and address potential problems, a pre-job conference will be held with the Contractor, PLA

Committee Representatives and all signatory parties prior to the start of any work on the project.

3.2 Representatives of the Contractor and the Unions shall meet as required but not less than

once a month to review the operation of this Agreement. The representatives at this meeting shall be

empowered to resolve any dispute over the intent and application of the Agreement.

3.3 The Contractor shall make available in writing to the Unions and Council no less than

one week prior to these meetings a job status report, planned activities for the next 30 day period, actual

numbers of craft employees on the project and estimated numbers of employees by craft required for the

next 30 day period. The purpose of this report is to allow time to address any potential jurisdictional

problems and to ensure that no party signatory to the Agreement is hindering the continuous progress of

the project through a lack of planning or shortage of manpower.

ARTICLE IV - HOURS OF WORK OVERTIME SHIFTS & HOLIDAYS

4.1 The standard work day shall be an established consecutive eight (8) hour period between

the hours of 7:00 a.m. and 5:00 p.m. with one-half hour designated as unpaid period for lunch. The

standard work week shall be five (5) consecutive days of work commencing on Monday. Starting time

which is to be established at the pre-job conference will be applicable to all craft employees on the

project. Should job conditions dictate a change in the established starting time and/or a staggered lunch

period on certain work of the project or with individual crafts, the Contractor, Business Managers of the

crafts involved and the PLA Committee shall mutually agree to such changes. If work schedule change

cannot be mutually agreed to between these parties, the hours fixed in the Agreement shall prevail.

4.2 All time before and after the established work day of eight (8) hours, Monday through

Friday and all time on Saturday shall be paid in accordance with each crafts current collective bargaining

agreement. All time on Sundays and Holidays shall be paid for at the rate of double time.

(a) Fringe benefit payments for all overtime work shall be paid in accordance with

each craft’s Current collective Bargaining Agreement.

4.3 Shift work, if used, shall be as provided in the collective bargaining agreement of each

affected craft.

4.4 Recognized Holidays shall be as follows: New Year’s Day, Memorial Day, Fourth of

July, Labor Day, Veterans Day (to be celebrated the day after Thanksgiving), Thanksgiving Day and

Christmas Day. No work will be performed on Labor Day under any consideration, except in an extreme

emergency and then only after consent is given by the Business Manager.

ARTICLE V - ABSENTEEISM

5.1 The Contractor and the Union agree that the chronic and/or unexcused absenteeism is

undesirable and must be controlled. Employees that develop a record of such absenteeism shall be

identified by the Contractor to the appropriate referral facility and the Contractor shall support such action

with the work record of the involved employee. Any employee terminated for such absenteeism shall not

be eligible for rehire on the project for a period of no less than ninety (90) days.

ARTICLE VI - MANAGEMENT RIGHTS

6.1 The Contractor retains and shall exercise full and exclusive authority and responsibility

for the management of its operations, except as expressly limited by the terms of this Agreement and the

Unions collective bargaining agreement.

ARTICLE VII - GENERAL WORKING CONDITIONS

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CDB PROJECT No. 816-010-039 Page 3

7.1 Employment begins and ends at the project site, to be determined at the Pre-Job

Conference.

7.2 Employees shall be at their place of work at the starting time and shall remain at their

place of work until quitting time. The parties reaffirm their policy of a fair days work for a fair days pay.

7.3 The Contractor may utilize brassing, or other systems to check employees in and out.

Should such procedures be required, the techniques and rules regarding such procedures shall be

established by mutual consent of the parties at the pre-job conference.

7.4 There shall be no limit on production by workmen nor restrictions on the full use of tools

or equipment. Craftsmen using tools shall perform any work of their trade and shall work under the

direction of the craft foreman. There shall be no restrictions on efficient use of manpower other than as

may be required by safety regulations.

7.5 Crew Foreman shall be utilized as per the existing collective bargaining agreements. The

Contractor agrees to allow crew foremen ample time to direct and supervise their crew. The Union agrees

there will be no restrictions placed on crew foreman’s ability to handle tools and materials.

7.6 The Contractor may utilize the most efficient methods or techniques of construction,

tools or other labor saving devices to accomplish the work. Practices not a part of the terms and

conditions of this Agreement will not be recognized.

7.7 Should overtime work be required, the Contractor will have the right to assign specific

employees and/or crews to perform such overtime work as is necessary to accomplish the work.

7.8 The Contractor may establish such reasonable project rules as the Contractor deems

appropriate. These rules will be reviewed and established at the pre-job conference and posted at the

project site by the Contractor.

7.9 It is recognized that specialized or unusual equipment may be installed on the project and

in such cases, the Union recognizes the right of the Contractor to involve the equipment supplier or

vendor’s personnel in supervising the setting of the equipment, making modifications and final alignment

which may be necessary prior to and during the start-up procedure, in order to protect factory warranties.

7.10 In order to promote a harmonious relationship between the equipment or vendor’s

personnel and the Building Trades craftsmen, a meeting shall be held between the Contractor and the

Unions prior to any involvement on the project by these personnel. The Contractor will inform the

Unions of the nature of involvement by these personnel and the numbers of personnel to be involved,

allowing ample time for the Union representatives to inform their stewards prior to the start of any work.

ARTICLE VIII - SAFETY

8.1 The employees covered by the terms of this Agreement shall at all times while in the

employ of the Contractor be bound by the safety rules and regulations as established by the Contractor in

accordance with the Construction Safety Act and OSHA.

(a) These rules and regulations will be published and posted at conspicuous places

throughout the project.

8.2 In accordance with the requirements of OSHA, it shall be the exclusive responsibility of

each Contractor on a jobsite to which this Agreement applies, to assure safe working conditions for its

employees and compliance by them with any safety rules contained herein or established by the

Contractor. Nothing in this Agreement will make the PLA Committee or any of its affiliates liable to any

employees or to other persons in the event that injury or accident occurs.

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CDB PROJECT No. 816-010-039 Page 4

ARTICLE IX - SUBCONTRACTING

9.1 The Contractor agrees that neither he nor any of his subcontractors will subcontract any

work to be done on the project except to a person, firm or corporation party signatory to this Agreement.

9.2 Any Contractor or Sub-contractor working on the project covered by this Agreement

shall as a condition to working on said project, become signatory to and perform all work under the terms

of this Agreement. The furnishing of materials, supplies or equipment and the delivery thereof shall be in

no case considered subcontracting.

ARTICLE X - UNION REPRESENTATION

10.1 Authorized representatives of the PLA Committee and its signatory affiliates shall have

access to the project provided they do not interfere with the work of the employees and further provided

that such representatives fully comply with the visitor and security rules established for the project.

10.2 Each PLA Committee affiliate which is a party to this Agreement, shall have the right to

designate a working journeyman as a steward. Such designated steward shall be a qualified worker

performing the work of that craft and shall not exercise any supervisory functions. Each steward shall be

concerned with the employees of the steward’s employer and not with the employees of any other

employer.

10.3 The working steward will be paid at the applicable wage rate for the job classification in

which he is employed.

10.4 The working steward shall not be discriminated against because of his activities in

performing his duties as steward, and except as otherwise provided in local agreements, shall be the last

employee in his craft to be laid off in any reduction in force. Stewards will be subject to discharge to the

same extent that other employees are only after notification to the Union Representative. The Contractor

will permit stewards sufficient time to perform the duties inherent to a steward’s responsibilities.

Stewards will be offered available overtime work if qualified.

ARTICLE XI - GRIEVANCE AND ARBITRATION PROCEDURES

11.1 It is specifically agreed that in the event any disputes arises out of the interpretation or

application of this Agreement, excluding jurisdictional disputes which are covered by an expedited

procedure in Article XII below, the same shall be settled by means of the procedure set out herein upon

mutual agreement of the parties. Otherwise, the procedure set forth in the local collective bargaining

agreement shall be used, but in no case shall both procedures be utilized to resolve such disputes. No

such grievance shall be recognized unless called to the attention of the Contractor by the Union or to the

Union by the Contractor within five (5) working days after the alleged violation was committed or

discovered by the grieving party.

11.2 Grievances shall be settled according to the following procedure:

(a) Step 1. The dispute shall be referred to the Steward of the craft union involved

and a representative of the Contractor at the construction project.

(b) Step 2. In the event that the steward and the Contractor’s representative at the

construction site cannot reach agreement within two (2) working days after a

meeting is arranged and held, the matter shall be referred to the Union Business

Manager, a representative of the PLA Committee and the Project Superintendent

and/or Project Manager.

(c) Step 3. In the event the dispute is not resolved within five (5) working days after

completion of Step 2, these two shall request a panel of arbitrators from the U.S.

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CDB PROJECT No. 816-010-039 Page 5

Mediation and Conciliation Service for selection of an impartial arbitrator who

shall hear the grievance and make a decision within ten (10) working days which

shall be final and binding on all parties. The parties shall each pay the expense

of their own representative. The decision of the arbitrator shall be binding upon

all parties. The expense of the impartial arbitrator shall be borne equally by the

Contractor and the involved craft Union.

ARTICLE XII - JURISDICTIONAL DISPUTES

This Agreement is entered into to prevent strikes, lost time, lockouts and to facilitate the peaceful

adjustment of jurisdictional disputes in the building and construction industry and to prevent waste and

unnecessary avoidable delays and expense, and for the further purpose of at all times securing for the

employer sufficient skilled workers.

12.1 All decisions of the Illinois Jurisdictional Dispute Resolution Process are final and

binding upon all parties.

12.2 Administrative functions under the Illinois Jurisdictional Dispute Resolution Process

shall be performed through the offices of the President and/or Secretary-Treasurer of the Illinois State

Federation of Labor, or their designated representative.

12.3 The primary concern of the Illinois Jurisdictional Dispute Resolution Process shall be the

adjustment of jurisdictional disputes in the construction industry by independent Arbitrators selected by

the Illinois State Federation of Labor. A sufficient number of Arbitrators shall be selected from

geographical areas of the state of Illinois and shall be randomly assigned to a particular dispute subject

only to the Arbitrator’s ability to conduct a hearing and render a decision in a timely manner as required

under this Process. Decisions shall be only for the specific job under consideration and shall become

effective immediately upon issuance and complied with by all parties.

12.4 In rendering a decision, the Arbitrator shall determine:

(a) First, whether a previous agreement of record or applicable agreement, including a

disclaimer agreement, between National or International Unions to the dispute or

agreements between local unions involved in the dispute, governs;

(b) Only if the Arbitrator finds that the dispute is not covered by an appropriate or

applicable agreement of record or agreement between the crafts to the dispute in the

local area, the Arbitrator shall then consider whether there is a previous decision of

record governing the case, including decisions of construction industry arbitration

panels within the geographical jurisdiction of the local area Building Trades Council

located within the State of Illinois;

(c) If the Arbitrator finds that a previous decision of record governs the case, the

Arbitrator shall apply the decision of record in rendering his/her decision except

under the following circumstances: After notice to the other parties to the dispute

prior to the hearing that intends to challenge the decision of record, if a trade

challenging the decision of record is able to demonstrate that the recognized and

established prevailing practice in the locality of the work has been contrary to the

applicable decision of record, and that historically in that locality the work in dispute

has not been performed by the other craft or crafts, the Arbitrator may rely on such

prevailing practice rather than the decision of record. If the craft relying on the

decision of record demonstrates that it has performed the work in dispute in the

locality of the job, then the Arbitrator shall apply the decision of record in rendering

his/her decision. If the Arbitrator finds that a craft has improperly obtained the

prevailing practice in the locality through raiding, the undercutting of wages, or the

use of vertical agreements, the Arbitrator shall rely on the decision of record rather

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CDB PROJECT No. 816-010-039 Page 6

than the prevailing practice in the locality;

(d) If no decision of record is applicable, the Arbitrator shall then consider the

established trade practice in the industry and prevailing practice in the locality, and

any party to the dispute may rely on prior decisions of record, decisions of

construction industry arbitration panels within the state of Illinois.

(e) Only if none of the above criteria is found to exist, the Arbitrator shall then consider

that because efficiency, cost or continuity and good management are essential to the

well-being of the industry, the interests of the consumer or the past practices of the

employer shall not be ignored.

12.5 The Arbitrator shall set forth the basis for his/her decision and shall explain his/her

findings regarding the applicability of the above criteria. If lower ranked criteria are relied upon, the

Arbitrator shall explain why the higher-ranked criteria were not deemed applicable. The Arbitrator’s

decision shall only apply to the job in dispute. Agreements of Record are applicable only to those parties

signatory to such agreements. Decisions of Record are those that were either attested to by the former

Impartial Jurisdictional Disputes Board or adopted by the National Arbitration Panel.

12.6 There shall be no abandonment of work during any case participating in this Process or in

violation of the arbitration decision. All parties to this Process release the Illinois State Federation of

Labor (“Federation”) from any liability arising from its action or inaction and covenant not to sue the

Federation.

12.7 In the event of a dispute relating to trade or work jurisdiction, all parties, including the

employers, contractors or subcontractors, agree that a final and binding resolution of the dispute shall be

resolved as follows:

a.) Representatives of the affected trades and the employer shall meet on the job site within

forty-eight (48) hours after receiving notice in an effort to resolve the dispute. (In the

event there is a dispute between local unions affiliated with the same International Union,

the decision of the General President, or his/her designee, as the internal jurisdictional

authority of that International Union, shall constitute a final and binding decision and

determination as to the jurisdiction of work.)

b.) If no settlement is achieved subsequent to the preceding Paragraph, the matter shall be

referred to the local area Building & Construction Trades Council, which shall meet with

the affected trades within forty-eight (48) hours subsequent to receiving written notice. In

the event the parties do not wish to avail themselves of the local Building & Construction

Trades Council, the parties may elect to invoke the services of their respective

International Representatives with no extension of the time limitations. An agreement

reached at this Step shall be final and binding upon all parties.

c.) If no settlement agreement is reached during the proceedings contemplated by Paragraphs

“a” or “b” above, the matter shall be immediately referred to the Illinois Jurisdictional

Dispute Board pursuant to the provisions of the Jurisdictional Dispute Resolution

process, which may be amended from time to time, for final and binding resolution of

said dispute. Said referral submission shall be in writing and served upon the Illinois

State Federation of Labor, or its designated representative, pursuant to Article II of this

agreement. The Administrator shall, within seventy-two (72) hours provide for the

selection of an available Arbitrator to hear said dispute within this time period. Upon

good cause shown to the Administrator, an additional seventy-two (72) hour extension

for said hearing shall be granted at the sole discretion of the Administrator. Only

upon mutual agreement of all parties may the Administrator extend the hearing for a

period in excess of the time frames contemplated under this Paragraph. All time period

contained in this Article specifically exclude Saturdays, Sundays and Holidays.

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CDB PROJECT No. 816-010-039 Page 7

12.8 The Arbitrator chosen shall be randomly selected based on geographical location of the

jurisdictional dispute and upon his/her availability to conduct a Hearing within 48 hours of said notice.

The Arbitrator may issue a “bench” decision immediately following the Hearing or he/she may elect to

only issue a written decision, said decision must be issued within 48 hours subsequent to the completion

of the Hearing. Copies of all notices, pleadings, supporting memorda, decisions, etc. shall be provided to

all disputing parties, the local Building & Construction Trades Council, and the Illinois State Federation

of Labor.

Any written decision shall be in accordance with this Process and shall be final and binding upon

all parties to the dispute and may be a “short form” decision. Fees and costs of the arbitrator shall be

divided evenly between the contesting parties except that any party wishing a full opinion and decision

beyond the short form decision shall bear the reasonable fees and costs of such full opinion.

In the event a jurisdictional dispute is not referred to the Illinois Jurisdictional Dispute Resolution

Process by either (or any) of the labor organizations claiming the work, the employer may, upon its own

initiative, or at the request of the Illinois Capital Development Board, petition the Administrator to assign

an Arbitrator to hear the case. The decision of the Arbitrator shall be final and binding upon the parties

hereto, their members, and affiliates.

In cases of jurisdictional disputes or other disputes between a signatory labor organization and

another labor organization, both of which is an affiliate or member of the same International Union, the

matter or dispute shall be settled in the manner set forth by their International Constitution and/or as

determined by the International Union’s General President whose decision shall be final and binding upon

all parties. In no event shall there be an abandonment of work.

12.9 All interested parties shall be entitled to make presentations to the Arbitrator. Any

interested party present at the Hearing, whether making a presentation or not, by such presence shall be

deemed to accept the jurisdiction of the Arbitrator and to agree to be bound by its decision. In addition to

the representative of the local labor organization, a representative of the labor organization’s International

Union may appear on behalf of the parties. Each party is responsible for arranging for its witnesses. In

the event an Arbitrator’s subpoena is required, the party requiring said subpoena shall prepare the

subpoena for the Arbitrator to execute. Service of the subpoena upon any witness shall be the

responsibility of the issuing party.

Upon approval of the Arbitrator, other parties not directly involved in the dispute may be invited

to be present during the presentation and discussion. Attorneys shall not be permitted to attend or

participate in any portion of a Hearing.

The parties are encouraged to determine, prior to Hearing, documentary evidence which may be

presented to the Arbitrator on a joint basis.

12.10 The Order of Presentation in all Hearings before an Arbitrator shall be:

I. Identification and Stipulation of the Parties

II. Union(s) claiming the disputed work presents its case

III. Unions assigned the disputed work presents its case

IV. Employer assigning the disputed work presents its case

V. Evidence from other interested parties (i.e., general contractor,

project manager, owner, etc.)

VI. Rebuttal by unions(s) claiming the disputed work

VII. Additional submissions permitted and requested by

Arbitrator

VIII. Closing arguments by the parties

12.11 To further the interests of the Illinois Jurisdictional Dispute Resolution Process, it is

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CDB PROJECT No. 816-010-039 Page 8

agreed that any party hereto or any employer may at any time file a Verified Complaint in writing with

the Administrator alleging a violation of a decision or award previously made by an Arbitrator. The

Administrator shall thereupon set a subsequent Hearing, before the same Arbitrator who presided at the

initial Hearing or the next available Arbitrator in the event the original Arbitrator cannot timely hear the

Verified Complaint. Said Hearing shall be held within three (3) days of receipt of the Verified Complaint

with respect to the alleged violation. The Administrator shall notify all interested parties of the time and

place of the Hearing; provided, however, that the party filing the Verified Complaint must have served a

copy of said document and all supporting documents to all interested parties and the Administrator.

All parties shall be given an opportunity to testify and present documentary evidence relating to

the subject matter of the Hearing. Within forty-eight (48) hours after the conclusion of the Verified

Complaint, the Arbitrator shall render a written decision in the matter and shall state whether or not there

has been a violation of the Arbitrator’s prior decision or award. Copies of the decision shall be served by

regular mail, personal service of facsimile.

Should the Arbitrator determine that there has been a violation of its prior decision or award, it

shall order immediate compliance by the offending party(s). The Arbitrator may take one or more of the

following courses of action in order to enforce compliance with its decision:

a.) Assess liquidated damages not to exceed $5,000.00 for each violation by the members of,

or employees represented by, the parties hereto, and may assess liquidated damages not

to exceed $10,000.00 for each violation by either party hereto or any of its officers or

representatives. If a fine is rendered by the Arbitrator, it should be commensurate with

the seriousness of the violation having a relationship to lost hours for the labor

organizations and lost efficiency for the employer. Each of the parties hereto hereby

agrees for itself and its members to pay to the other party said liquidated damages within

thirty (30) days from any sum, or sums, so assessed because of violations of a decision or

award by itself, its officers or representatives, or its member(s). Should either party

bound to this Process, or any of its members fail to pay the amount so assessed within the

thirty (30) day time period herein provided, the party or member so failing to pay shall be

deprived of all the benefits of this Process until such time as the matter is adjusted to the

satisfaction of the Administrator; provided, however, the foregoing shall not prohibit the

offending party from defending jurisdictional dispute claim in a subsequent, non-related

matter.

b.) In the event the Arbitrator determines that there is a violation of this Section, the

Arbitrator may order an immediate cessation of all work by the non-compliant employers

and employees performing work on the project. Enforcement of any decision of an

Arbitrator or finding of non-compliance, including remedies contemplated under this

Section, shall be pursuant to the terms and conditions of Section 12.12.

The filing of a Verified Complaint is not a necessary requirement in order for a party to seek judicial

enforcement of the Arbitrator’s prior decision or award.

12.12 The Illinois Jurisdictional Dispute Resolution Process, as an arbitration panel, nor its

Administrator, shall have any authority to undertake any action to enforce its decision(s). Rather, it shall

be the responsibility of the prevailing party to seek appropriate enforcement of a decision, including

findings, orders or awards of the Arbitrator or Administrator determining non-compliance with a prior

award or decision. The prevailing party in any enforcement proceedings shall be entitled to recover its

costs and attorneys fees from the non-prevailing party. In the event the Illinois Jurisdictional Dispute

Resolution Process or its Administrator is made a party to, or is otherwise required to participate in any

such enforcement proceedings for whatsoever reason, the non-prevailing party shall bear all costs,

attorneys’ fees, and any other expenses incurred by the Process or the Administrator in those proceedings.

12.13 In the event there is a question as to the jurisdiction of the Illinois Jurisdictional Dispute

Resolution Process, the primary responsibility for any determination of the arbitrability of a dispute and

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CDB PROJECT No. 816-010-039 Page 9

the jurisdiction of the Arbitrator shall be borne by the party requesting the Arbitrator to hear the

underlying jurisdictional dispute. The affected party or parties may proceed before the Arbitrator even in

the absence or one or more stipulated parties with the issue of jurisdiction as an additional item to be

decided by the Arbitrator. The Administrator may participate in proceedings seeking a declaration or

determination that the underlying dispute is subject to the jurisdiction and process of the Illinois

Jurisdictional Dispute Resolution Process. In any such proceedings, the non-prevailing party and/or the

party challenging the jurisdiction of the Illinois Jurisdictional Dispute Resolution Process shall bear all

the costs, expenses and attorneys fees incurred by the Illinois Jurisdictional Dispute Resolution Process

and/or its Administrator in establishing its jurisdiction.

12.14 All parties bound to the provisions of this Process hereby release the Illinois State

Federation of Labor and the Illinois Capital Development Board, their respective officers, agents,

employees or designated representatives, specifically including any Arbitrator participating in

said Process, from any and all liability or claim, of whatsoever nature, and specifically

incorporating the protections provided in the Illinois Arbitration Act, as amended from time to

time.

ARTICLE XIII - WORK STOPPAGES AND LOCKOUTS

13.1 During the term of this Agreement there shall be no strikes, picketing, work stoppages,

slow downs are other disruptive activity for any reason by the PLA Committee, its affiliates or by any

employee and there shall be no lockout by the Contractor. Failure of any Union or employee to cross any

picket line established at the project site is a violation of this Article.

13.2 The PLA Committee and its affiliates shall not sanction, aid or abet, encourage or

continue any work stoppage, picketing or other disruptive activity and will not make any attempt of any

kind to dissuade others from making deliveries to or performing services for or otherwise doing business

with the Contractor at the project site. Should any of these prohibited activities occur the Union will take

the necessary action to end such prohibited activities.

13.3 No employee shall engage in any activities which violate this Article. Any employee

who participates in or encourages any activities which interfere with the normal operation of the project

shall be subject to disciplinary action, including discharge, and if justifiably discharged for the above

reasons, shall not be eligible for rehire on the same project for a period of not less than ninety (90) days.

13.4 Neither the PLA Committee or its affiliates, shall be liable for acts of employees for

which it has not responsibility. The principal officer or officers of the PLA Committee will immediately

instruct, order and use the best efforts of his office to cause the affiliated union or unions to cease any

violations of this Article. The PLA Committee in its compliance with this obligation shall not be liable

for unauthorized acts of its affiliates. The principal officer or officers of any involved affiliate will

immediately instruct, order or use the best effort of his office to cause the employees the union represents

to cease any violations of this Article. A union complying with this obligation shall not be liable for

unauthorized acts of employees it represents. The failure of the Contractor to exercise its right in any

instance shall not be deemed a waiver of its right in any other instance.

13.5 In lieu of any action at law or equity, any party shall institute the following procedure

when a breech of this Article is alleged, after all involved parties have been notified of the fact.

(a) The party invoking this procedure shall notify an individual to be mutually

agreed upon, whom the parties agree shall be the permanent arbitrator under this

procedure. In the event the permanent arbitrator is unavailable at any time, he

shall appoint his alternate. Notice to the arbitrator shall be by the most

expeditious means available, with notice by telegram or any effective written

means to the party alleged to be in violation and all involved parties.

(b) Upon receipt of said notice the arbitrator named above shall set and hold a

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CDB PROJECT No. 816-010-039 Page 10

hearing within twenty-four (24) hours if it is contended the violation still exists

but not before twenty-four (24) hours after the telegraph notice to all parties

involved as required above.

(c) The Arbitrator shall notify the parties by telegram or any other effective written

means, of the place and time he has chosen for this hearing. Said hearing shall be

completed in one session. A failure of any party or parties to attend said hearing

shall not delay the hearing of evidence or issuance of an Award by the Arbitrator.

(d) The sole issue at the hearing shall be whether or not a violation of this Article has

in fact occurred. The Award shall be issued in writing within three (3) hours

after the close of the hearing, and may be issued without an Opinion. If any party

desires an Opinion, one shall be issued within fifteen (15) days, but its insurance

shall not delay compliance with, or enforcement of, the Award. The Arbitrator

may order cessation of the violation of this Article, and such Award shall be

served on all parties by hand or registered mail upon issuance.

(e) Such Award may be enforced by any court of competent jurisdiction upon the

filing of the Agreement and all other relevant documents referred to herein above

in the following manner. Telegraphic notice of the filing of such enforcement

proceedings shall be given to the other party. In the proceeding to obtain a

temporary order enforcing the Arbitrator’s Award as issued under Section 13.5 of

this Article, all parties waive the right to a hearing and agree that such

proceedings may be exparte. Such agreement does not waive any party’s right to

participate in a hearing for a final order of enforcement. The Court’s order or

orders enforcing the Arbitrator’s Award shall be served on all parties by hand or

by delivery to their last known address or by registered mail.

(f) Any rights created by statue or law governing arbitration proceedings

inconsistent with the above procedure or which interfere with compliance

therewith are hereby waived by parties to whom they accrue.

(g) The fees and expenses of the Arbitrator shall be borne by the party or parties

found in violation, or in the event no violation is found, such fees and expenses

shall be borne by the moving party.

ARTICLE XIV - GENERAL SAVINGS CLAUSE

14.1 If any Article or provision of this Agreement shall be declared invalid, inoperative or

unenforceable by operation of law or by any of the above mentioned tribunals of competent jurisdiction,

the remainder of this Agreement or the application of such Article or provision to persons or

circumstances other than those as to which it has been held invalid, inoperative or unenforceable shall not

be affected thereby.

ARTICLE XV - TERM OF AGREEMENT

15.1 This Agreement shall be in full force as of and from the date of the Notice of Award to

the Substantial Completion of all applicable contractors.

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CDB PROJECT No. 816-010-039 Page 11

SCHEDULE A

PARTICIPATION AGREEMENT

The undersigned, a subcontractor to agrees to be bound to the

attached Project Agreement negotiated between and the

PLA Committee.

_____________________________________

Subcontractor

______________________________________

Date

_______________________________________

By

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Page 12

FOR THE CONTRACTORS:

___________________________________ ___________________________________

GENERAL Date VENTILATING Date

___________________________________ ___________________________________

PLUMBING Date ELECTRICAL Date

___________________________________ ___________________________________

HEATING Date FIRE PROTECTION Date

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 01 11 00 MARCH 2012

CDB 816-010-039 PROJECT SUMMARY 01 11 00 - 1

DIVISION 1 – GENERAL REQUIREMENTS

SECTION 01 11 00 – PROJECT SUMMARY

1. STANDARD DOCUMENTS FOR CONSTRUCTION: CDB's 2009 edition of the Standard

Documents for Construction (SDC) and the Supplement to Standard Documents for Construction

(Section 01 11 01) shall apply to this project.

2. GENERAL PROJECT INFORMATION:

A. Description:

1. Interior renovation of the 1,860 square foot Engbretson Lecture Hall located in an

existing building located on the campus of Governors State University, University

Park, Will County, Illinois.

2. Work includes but is not limited to selective demolition, new interior finishes,

upgrades to the existing ventilation system, upgrades to the existing fire sprinkler

system, replacement of the existing electrical power and lighting within the space,

replacement of the existing telecommunications system within the space, and new

integrated audio/visual system.

B. Existing Conditions:

1. The existing building is an occupied institutional college building.

C. Future Work:

1. Installation of furnishings, fixtures and equipment by the Using Agency.

3. SUBSTANCE ABUSE PREVENTION ON PUBLIC WORKS PROJECTS ACT

A. Effective January 1, 2008, contractors and subcontractors on CDB projects must submit a

substance abuse plan to CDB as part of the post award process to the extent they are not

party to a collective bargaining agreement which addresses substance abuse.

B. The plan must, at a minimum, meet the requirements set forth in Public Act 95-635. The

text of this act is available on CDB’s website.

C. Add to SDC section 00 51 40 Post Award Requirements: “I. A completed Substance

Abuse Prevention Certification form (available in the Reference Library on CDB’s

website) and Contractor’s substance abuse plan, if applicable. ”

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CDB 01 11 00 MARCH 2012

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4. APPRENTICESHIP TRAINING REQUIREMENT

A. Effective June 1, 2004, all bidders and all their subcontractors must be participants in

apprenticeship and training programs that are both approved by and registered with the

U.S. Departments of Labor’s Bureau of Apprenticeship and Training. The program(s)

must be in the same trade(s) in which the firm performs work.

B. A statement to the above effect has been added to the Representations and Certifications

section of the Bid Form (00 41 00). Bidders must be a member of an approved

apprenticeship program prior to beginning work on the project.

C. CDB, at any time before or after award, may require the production of a copy of each

applicable Certificate of Registration issued by the United States Department of Labor

evidencing such participation by the contractor and each of its subcontractors. Unless

otherwise directed in writing by CDB, applicable apprenticeship and training programs are

those that have been approved and registered with the United States Department of Labor.

D. In order to fulfill this requirement, it shall not be necessary that an applicable program

sponsor be currently taking or that it will take applications for apprenticeship, training or

employment during the performance of the work of this contract.

E. For information on how to participate in or set up a program, contractors may call David

Wyatt at the U.S. Department of Labor (312/596-5508) or check the USDOL website:

www.doleta.gov/atels_bat/.

5. DELINQUENT DEBT

A. The State of Illinois has instituted a policy to ensure that no vendor, or potential state

vendor, receives a state contract if that vendor owes a delinquent debt to any state agency.

B. “Delinquent debt” is any cumulative amount of money totaling $1,000 owed to state

agencies that are at least 90 days past due. This includes taxes or payments of any kind.

C. This policy not only covers individuals, businesses or entities that seek to enter into a state

contract, but any subcontractor employed by that individual, business or entity at the time

a state contract is sought.

D. The policy also can be retroactive following a contract award. If a contract is awarded to a

vendor, and during the term of the contract the vendor or a subcontractor incurs a

delinquent debt with the state, CDB will notify the vendor. At its discretion, the agency

can give the vendor or subcontractor 30 days to pay the delinquent debt. If the debt is not

paid during this grace period, the contract or subcontract will be cancelled.

E. Bidders are required to list all subcontractors that the vendor knows will be employed as

part of a state contract, along with all applicable Federal Employee Identification Numbers

or Social Security Numbers on the bid form.

F. Before awarding a contract, CDB will check the bidder and listed subcontractors and

suppliers against the delinquent debt list in the Comptroller’s Office to determine if the

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

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CDB 01 11 00 MARCH 2012

CDB 816-010-039 PROJECT SUMMARY 01 11 00 - 3

bidder is eligible for a contract award. If a delinquent debt is found during the check with

the Comptroller’s Office, the contract award will be denied.

6. CONTRACT TIME: Refer to Articles 00 72 10 and 01 32 00 of the Standard Documents for

Construction.

A. SPECIAL NOTICE - DEADLINE FOR COMPLETION. Contractor shall commence

work immediately upon receipt of the Authorization to Proceed and shall complete all

work through Substantial Completion in accord with the contract no later than August 9,

2013. The contractor shall complete all work in accord with the contract (Final

Acceptance) within thirty (30) consecutive calendar days from the date of Substantial

Completion.

7. CONTRACT(S).

A. Construct project under separate work contracts, under the terms of which CDB will

assign the other contracts to the coordinating contractor, identified as the General

Contractor. Refer to Article 00 72 20 of the Standard Documents for Construction:

1. General.

2. Electrical.

8. PRE-BID CONFERENCE.

A. The pre-bid meeting will be held on Wednesday, May 8, 2013 at 11:00 AM, Engbretson

Hall, Governors State University, 1 University Parkway, University Park, Illinois 60484.

B. Bidders are strongly urged to attend this meeting. See SDC 00 21 10 and 00 25 00.

9. CONSTRUCTION ADMINISTRATION FEE: A Construction Administration Fee is

applicable to the following contracts in accordance with Article 00 21 40 of the Standard

Documents for Construction:

A. General Work: $9,900.00

B. Electrical Work: $8,700.00

10. BID SECURITY:

A. Bid security must be submitted with each bid equal to 10% of the base bid and must be in

the form of a CDB bid bond, certified check, cashier’s check or bank draft. Refer to

Article 00 43 13 of the Standard Documents for Construction.

11. BIDDER’S EMPLOYEE UTILIZATION FORM, DHR PC-2

A. Requirement. All bidders shall complete Table A of the DHR Form PC-2. The bidder

shall complete the appropriate DHR Form PC-2 per Para. 00 43 48.1 of the SDC and as

identified by trade category. Failure to complete may result in rejection of the bid per

Para. 00 43 48.1 of the SDC.

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ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 01 11 00 MARCH 2012

CDB 816-010-039 PROJECT SUMMARY 01 11 00 - 4

B. Projections. Workforce projections, as identified by completing Table A, shall be those

for the specific project being bid. Workforce projections shall include the bidder’s

subcontractor’(s’) workforce. The bidder, if awarded a contract, shall be responsible for

ensuring the subcontractor(s) meet minority/female workforce goals.

C. No Goal Contracts. For those trade categories designated as “no goals”, the bidder shall

complete the DHR Form PC-2 as indicated in Paragraph A above. CDB encourages the

bidder to utilize minority/female tradespersons on “no goals” designated contracts.

12. BUSINESS ENTERPRISE FOR MINORITIES, FEMALES AND PERSONS WITH

DISABILITIES ACT.

A. This project has goals for participation by minority and female owned businesses as first

and second tier (level) subcontractors or suppliers in accord with the Business Enterprise

for Minorities, Females, and Persons with Disabilities Act. Only MBE/FBE firms

certified or registered with the Illinois Department of Central Management Services are

acceptable. NOTE: MBE/FBE goals are in addition to those specified for workforce

projections (DHR Form PC-2 Form).

B. MBE/FBE GOALS FOR THIS PROJECT. Each bidder shall name, on the Bid Form

provided (00 41 05), the MBE/FBE owned subcontractors and suppliers it intends to use

to meet the specified goals:

1. General Contract: 18% (13% MBE, 5% FBE).

2. Electrical Contract: 13% (8% MBE, 5% FBE).

C. If the goals are not met, the bidder shall submit within 7(seven) calendar days after the bid

opening documentation of its good faith efforts to achieve the goals (See Article

00 43 39.8 of the SDC). Failure to submit such documentation, or to use good faith

efforts, shall result in rejection of the bid.

13. BUILDERS RISK INSURANCE, DESIGNATED PURCHASER. Coordinating Contractor

shall purchase and maintain builder's risk insurance in accord with Article 00 73 19 of the

Standard Documents for Construction.

14. BUY ILLINOIS PROGRAM. The Buy Illinois Program encourages contractors to incorporate

products manufactured, fabricated or assembled in the State of Illinois. It is a voluntary program;

there is no incentive provision affecting the award of the contract nor is there a required percent of

the contract that must be Illinois products

A. Illinois products will be indicated in the project manual with (IL) preceding the item in the

specification paragraph. Typically, only specifications that are prescriptive, those listing

three or more manufacturers, will be in the program. Contractors should consider these

products when procuring the materials and equipment for the project. If the contractor is

aware of an Illinois product not listed, the contractor is encouraged to advise the A/E prior

to bidding or offer a product substitution with the bid. CDB will verify that the product

meets the definition of an Illinois product and add it to CDB’s Buy Illinois product

directory.

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ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 01 11 00 MARCH 2012

CDB 816-010-039 PROJECT SUMMARY 01 11 00 - 5

B. Contractors should provide the total value of Illinois products on the Contractor’s

Schedule of Values (CSV) in the space provided. The individual items included in the

total should be identified by putting (IL) in front of their descriptions on the CSV.

C. Where material is specified by standards and/codes and not by a list of acceptable

manufacturers, contractors are still encouraged to purchase Illinois products. However, the

contractor should not include these materials in the computation of the total dollars for

Illinois products on the CSV.

15. USE OF ILLINOIS LABOR A. 30 ILCS 570 mandates that during a period of excessive unemployment at least 90% of

the total labor hours on State construction projects must be performed by persons who have resided in Illinois for at least thirty (30) days and intend to become or remain Illinois residents,. (30 ILCS 570/3). ‘A period of excessive unemployment’ means any month immediately following 2 consecutive calendar months during which the level of unemployment in the State of Illinois has exceeded 5% as measured by the United States Bureau of Labor Statistics in its monthly publication of employment and unemployment figures. (30 ILCS 570/1)

B. Contractors are required to incorporate the above provisions into all subcontracts for

subcontractors who will have workers at the project site.

C. To verify that this requirement is being met, contractors must submit Certified Payroll

forms for themselves and their subcontractors each month for the duration of the

contract/subcontract.

1. The Certified Payroll form(s) must include the name and address of each worker

on the project site during the time period covered by the form.

2. For subcontractors, the contractor will include the beginning and ending dates of

the subcontract on the Certified Payroll form.

3. If Certified Payroll forms are not submitted timely, payment may be reduced or

withheld until Certified Payroll submittals are brought up to date.

16. LIQUIDATED DAMAGES: Not Applicable.

17. DURATION OF BIDS. The bidders shall hold their bids open for ninety (90) calendar days

after the bid opening in lieu of the sixty (60) calendar days required by Para. 00 51 10.3 of the

Standard Documents for Construction.

18. SITE SECURITY. Not Applicable.

19. PROJECT IDENTIFICATION SIGN: Not Applicable.

20. FIELD OFFICES: Not Applicable.

21. VALUE MANAGEMENT. The value management program is applicable to this project.

22. EXCESS FACILITY CHARGES. Charges by a municipality or utility company to provide

temporary services to the project will be the sole responsibility of the contractor, noting that

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 01 11 00 MARCH 2012

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temporary services shall be limited to those necessary for construction purposes only, not including

those necessary to test or operate permanent systems, unless specifically stated otherwise.

END OF SECTION 01 11 00

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 01 11 01 JANUARY 2013

CDB 816-010-039 SUPPLEMENT TO SDC AND SDC-CM 01 11 01 - 1

DIVISION 1 - GENERAL REQUIREMENTS

01 11 01 – SUPPLEMENT TO SDC AND SDC-CM

The Standard Documents for Construction and Standard Documents for Construction for Projects with a

Construction Manager are hereby changed. The following articles replace those in the 2006 and 2009

editions. All other articles remain applicable.

00 21 50 WORK WITH OWN STAFF

.2 Subcontractors and Suppliers

C. Subcontract/Supplier Disclosure. The Contractor shall submit with his/her bid the

names and CDB issued identification (ID) numbers (prequalification ID number or

registration ID number), if known, of all first tier subcontractors and suppliers with a

subcontract value greater than $50,000 to be utilized by the Contractor in the performance

of this contract and any lower tier subcontractor/supplier with a subcontract value greater

than $50,000. Financial and Conflict of Interest disclosures and standard certifications for

each subcontractor over $50,000 must be submitted to CDB by the contractor within 20

days of the execution of a contract with CDB or 20 days of the execution of the

subcontract, whichever is later. The Contractor shall promptly notify the State in writing

of any additional or substitute subcontractors meeting the above criteria hired during the

term of this contract (names, addresses, expected contract amount and CDB ID nos.).

Upon request by the CPO, the Contractor shall provide CDB a copy of each subcontract

and the subcontractor’s completed and signed CDB Certifications and Disclosure Form(s)

within twenty (20) days of execution of this contract or of the subcontract, whichever is

later.

00 43 39 MINORITY AND FEMALE BUSINESS ENTERPRISE PARTICIPATION

.1 Certification. CDB will only accept Minority and Female Business Enterprise (MBE/FBE) firms

certified by the Illinois Department of Central Management Services (CMS) as a MBE or FBE; or

a MBE/FBE that has been certified by an agency recognized by CMS and is registered with CMS

as MBE/FBE. In each case, the MBE/FBE’s certification/registration with CMS shall be in good

standing prior to the bid opening.

.2 Designated Projects. CDB may designate projects with "MBE/FBE Participation Goals." See

the bid form and Section 01 11 00 of the project manual for applicable goals for first and second

tier (level) subcontractors and supplier MBE/FBE participation.

.3 Bid Form. Each bidder shall name, on the bid form provided, the minority and female owned

businesses it intends to use to meet the specified goals. If the specified goals are not met, the

bidder shall submit with its bid a request for change/waiver of MBE/FBE goals or, within 7

(seven) calendar days of the bid opening, submit documentation of its good faith efforts to achieve

the goals.

.4 MBE/FBE Bidder. If the bidder is a minority or female owned business, indicate by stating

“Bidder is an MBE/FBE firm” on the applicable page of the bid form. CDB encourages MBE/FBE

prime bidders to use MBE/FBE subcontractors/suppliers.

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.5 Joint Venture. If the bidder is a joint venture, the percentage of ownership held by the MBE/FBE

joint venturer may be used to meet the MBE/FBE goal for the contract.

.6 Subcontracts. Subcontracting of work to a lower tier non-MBE/FBE firm which would reduce

the proceeds received by the subcontracting MBE/FBE firm below the specified goal is prohibited.

CDB may, in such cases, reject the bid or terminate the contract. Refer to Paragraph

00 51 20.2.A.10).

.7 Request for Assistance. If the bidder needs assistance in locating subcontractors or suppliers to

meet the goals, bidder shall contact CDB’s Fair Employment Practices Division prior to the

submittal of the bid.

.8 Submittal of good faith documentation or change waiver request. Include with the package:

A. All information indicating why the specified goal cannot be met.

B. A list of all MBE/FBE firms contacted and the dates they were contacted, including

documentation from those firms.

C. Copies of all bid solicitation letters to MBE/FBE firms. Letters shall contain, as a

minimum:

1) Project Title and Location

2) Classification of Work Items for Which Quotations are Requested

3) Date, Time, and Place Quotations are Due

4) Returnable Acknowledgment of the Solicitation

D. Evidence, such as a log, of telephone contact including time and date of call, telephone

number, and name of the person called.

E. All other evidence of good faith efforts made by the bidder to secure eligible MBE/FBE

firms to meet the specified goal. Evidence may include documentation that states the

following:

1) A reasonable number of MBE/FBE firms were contacted.

2) The work selected by the bidder for allocation to MBE/FBE firms was selected in

order to increase the likelihood of achieving the specified goal.

3) The bidder negotiated, in good faith, with the potential MBE/FBE firms by not

imposing any conditions which are not similarly imposed on all other

subcontractors and suppliers, or by denying benefits ordinarily conferred on

subcontractors or suppliers for the type of work for which bids were solicited.

4) The services of the referral agencies were used by the bidder in efforts to achieve

the specified goal.

5) The bidder attended CDB pre-bid meeting for the project.

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F. Other relevant information in support of the change/waiver request.

.9 Replacement of MBE/FBE Subcontractor or Supplier. If it can be demonstrated that the

MBE/FBE subcontractor or supplier cannot perform the work, or if a MBE/FBE loses its CMS

certification/registration after the bid opening, then the Contractor shall make a good faith effort to

replace, in-kind, the MBE/FBE. The contractor shall identify the replacement MBE/FBE or

provide evidence of good faith effort to find a replacement on the Contractor’s letterhead and

submit with documented evidence of cause to CDB’s Office of Fair Employment Practice. CDB

will review submittal and may, at its sole discretion, authorize the replacement or approve the good

faith effort.

.10 Calculation of MBE/FBE Participation as a Material Supplier or Subcontractor

A. MBE/FBE as a material supplier: A 100 percent goal credit is allowed for the cost of

materials or purchases from a MBE/FBE regular dealer.

B. MBE/FBE as a subcontractor: A 100 percent goal credit is allowed for the work of the

subcontract performed by the MBE/FBE’s own forces (performing, managing and

supervising the work), including the cost of materials and supplies, excluding the purchase

of materials and supplies or the lease of equipment by the MBE/FBE subcontractor from

the prime Contractor or its affiliates. Work that a MBE/FBE subcontractor in turn

subcontracts to a non-MBE/FBE does not count toward the MBE/FBE goal.

00 45 00 CERTIFICATIONS OF COMPLIANCE WITH APPLICABLE LAWS

.14 Recertification. If the contract extends over multiple years, vendor (A/E or Contractor) and its

subcontractors will sign and submit to CDB Contracts the required Compliance Form (available in

the Reference Library on CDB’s website: www.cdb.state.il.us) by February 15 of each subsequent

year after the contract is signed. Failure to do so may result in voiding the contract by operation of

law or rendering the contract voidable at the option of the State without additional compensation.

Violations of certain provisions may also be deemed a civil or criminal offense.

00 51 20 ACCEPTANCE AND REJECTION OF BIDS

.1 CDB’s Rights. When, in its opinion, it is in the best interest of the state, CDB reserves the right

to:

A. Accept any bid

B. Reject any or all bids

C. Waive technical deficiencies and irregularities

D. Allow bidder to remedy technical deficiencies or irregularities within a stated time

E. Rescind any notice of award if CDB determines the notice of award was issued in error

F. Rescind any notice of award when it is in the best interest of the state

G. Rebid any contract

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 01 11 01 JANUARY 2013

CDB 816-010-039 SUPPLEMENT TO SDC AND SDC-CM 01 11 01 - 4

.2 Bid Rejection.

A. Bids will be rejected for the following material deficiencies:

1) Failure to be prequalified with CDB no later than the close of business the day

before the bid opening (Article 00 21 05) or being determined non-responsible

after bid opening.

2) Submission of a bid late (Paragraph 00 51 10.1).

3) Failure to submit bid and/or bid modifications to appropriate bid opening office.

4) Submission of a bid in a manner that reveals the bid price prior to the bid opening

(example: by fax). (Paragraph 00 42 10.4).

5) Use of a bid envelope, which is received by CDB unsealed, or marked in a

manner that does not reasonably identify the project and/or contract for which it is

intended (Paragraph 00 42 10.3).

6) Omission of a base bid price, alternate bid price or unit price (Paragraph

00 42 10.1).

7) Submission of a bid price that cannot be determined.

8) Deletion of original signatures to the extent that an intent to be bound by the bid is

not apparent.

9) When CDB does not accept the unit price(s), when those prices are an integral

part of the base bid, all bids for that contract will be rejected.

10) Failure to attend a mandatory pre-bid meeting.

11) Bids not in substantial conformance with the bidding documents and whose non-

conformance is determined to be material and unresponsive.

12) Failure to submit a completed CDB form 00 41 05 (Minority/Female Business

Participation).

13) Failure to use good faith efforts to achieve minority/female business participation

goals.

14) Failure to submit Bidder Disclosure(s) form and Certifications with bid.

B. The following technical deficiencies may be remedied by the bidder within seven calendar

days. Failure to remedy the bid within seven calendar days shall result in rejection of the

bid. These technical deficiencies are:

1) Failure to use a revised bid form when bid forms have been changed by addenda.

2) Failure to acknowledge an addendum, however adjustment of the bid amount will

not be allowed.

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CDB 01 11 01 JANUARY 2013

CDB 816-010-039 SUPPLEMENT TO SDC AND SDC-CM 01 11 01 - 5

3) Failure to provide USDOL Apprenticeship and Training Certification for bidder

and all known subcontractors.

4) Failure to submit bidder’s Certificate of Registration in an approved

apprenticeship and training program.

5) Failure to supply subcontractor and/or supplier names and Taxpayer Identification

Numbers as required.

6) Submission of a bid bond not on CDB’s form (Paragraphs 00 43 13.1 and

00 43 13.2).

7) Submission of a bid security in a form other than a bid bond, certified check,

cashier’s check or bank draft (Paragraph 00 43 13.1).

8) Omission of the signature of the officer of the surety or any other required

signatures except the signature in Paragraph 00 51 20.2.A.8), submission of those

signatures in pencil or submission of a non-original signature.

9) Replacement of a bid security from an unacceptable surety with one from a surety

acceptable to CDB (Paragraph 00 43 13.4).

10) Failure to furnish and/or complete the DHR PC-2 form.

11) When applicable, failure to submit documentation of good faith efforts to meet

MBE/FBE goals.

12) Failure to submit a signed affidavit stating that the bidder will maintain an Illinois

office as the primary place of employment for persons employed in the

construction authorized by the contract.

13) Failure to submit Certificate of Registration with State Board of Elections in

accord with 30 ILCS 500/20-160.

14) Failure to submit Disclosure of Business Operations with Government of Iran

from in accord with 30 ILCS 500/50-36.

C. CDB at its sole discretion and without conferring any rights on any bidder may waive bid

technical deficiencies or irregularities that are not in conformance with the bidding

documents but whose non-conformance is non-material or minor.

D. Submittal of conditions or qualifying statements contrary to CDB’s contract terms is not

acceptable and, unless rescinded, the bid shall be rejected.

00 51 28 MBE/FBE BUSINESS CERTIFICATION, POST REQUIREMENTS

.1 Post-Award submittal. See Article 005140. The contract awardee shall submit CDB’s

MBE/FBE Subcontractor Supplier Certification form, Document 00665 (available in the

Reference Library on CDB’s website), for each of the MBE/FBE subcontractor(s) and/or

supplier(s) being utilized to meet the designated participation goals as specified on the bid form

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CDB 01 11 01 JANUARY 2013

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and in Section 01 11 00 of the project manual. The form must be signed by the MBE/FBE

subcontractor or supplier and shall be submitted to CDB’s FEP section.

Completion of the 00665 form is not required if the Contractor is an MBE or FBE firm.

MBE/FBE prime contractors are encouraged to utilize MBE/FBE subcontractors/suppliers. If

goals are split (separate MBE and FBE goals), then an MBE or FBE firm must supply 00665

forms for the subcontractor firm(s) utilized to meet the FBE or MBE goal, respectively.

.2 Listed Firms. The 00665 certification form shall be completed and submitted for each MBE/FBE

firm listed on the bid form.

.3 Compliance. The MBE/FBE participation goal dollar value is based upon the total contract sum

(including awarded alternates). The participation goal percentage amount(s) shall meet or exceed

the goal(s) as specified on the bid form (and in Section 01 11 00 of the project manual), or in an

approved change/waiver request (refer to Article 00 43 39 herein).

.4 Voluntary. Contractors are encouraged to utilize MBE/FBE subcontractors/suppliers for those

projects that are not designated for MBE/FBE participation and complete the 00665 certification

form for each MBE/FBE firm. MBE/FBE subcontractors/suppliers may be added at any time

during the project.

.5 Subcontracts/Supplier agreements. Copies of subcontracts or supplier agreements (to

correspond with each 00665 form) are required to be submitted within ten (10) days of the Notice

of Award.

00 51 40 POST AWARD REQUIREMENTS

.1 Contractor’s Duty to Comply. The Contractor may not proceed with the work until the

following post award requirements are met. These requirements are part of the contract and failure

to comply with these requirements shall constitute a breach of the contract. CDB shall issue

Authorization to Proceed upon successful completion of these post award requirements.

.2 Submittals. Within ten (10) calendar days from the date of the notice of award letter, the

Contractor shall furnish, on CDB forms, the following:

A. Contract executed by the Contractor;

B. Performance Bond;

C. Labor and Material Payment Bond;

D. Certificates of Insurance;

E. Builder's Risk Insurance Policy (if applicable);

F. MBE/FBE Subcontractor Supplier Certifications, Form 00665 and MBE/FBE

Subcontractor/Supplier agreements (if applicable);

G. Completed substance Abuse Prevention Certification form and Contractor’s substance

abuse plan (if applicable); and

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 01 11 01 JANUARY 2013

CDB 816-010-039 SUPPLEMENT TO SDC AND SDC-CM 01 11 01 - 7

H. DHR PC-2 accepted by FEP Technician.

.3 Cancellation of Award. All post award requirements are mandatory. Noncompliance shall be

cause for CDB to cancel the notice of award and make a claim against the bid security.

.4 Post Award Extensions. CDB may extend the time limitations for good cause. No extension

shall operate as a waiver of post award requirements, nor shall it extend the contract completion

date.

.5 Delays. Any delays to the commencement of the work due to the Contractor’s failure to meet the

post award requirements shall be the responsibility of the Contractor and its surety. Contractor and

its surety shall be responsible for the costs of any such delays.

00 51 45 MBE/FBE BUSINESS POST-AWARD SUBCONTRACTS/SUPPLIER AGREEMENTS

.1 General. Contract awardee shall submit MBE/FBE subcontracts, or supplier agreements within

ten (10) days of the Notice of Award.

Submittal is not required if the Contractor is an MBE or FBE firm. If the MBE/FBE prime

contractor utilizes MBE/FBE subcontractors, it shall submit copies of subcontracts or agreements

for same.

00 73 17 BONDS, GENERAL

.4 Discretion to Adjust Criteria

5) Sureties that do not have an A.M. Best rating may apply for acceptance to provide

bonds up to 50% of their statutory allowed limit or $500,000, whichever is less, if

they meet the following criteria and obtain the Director’s approval based on the

information requested below.

Criteria:

1. The company must be an Illinois Domiciled company.

2. The company must be licensed to write surety in the State of Illinois.

3. The company has been writing contract surety in Illinois for a minimum of

two years.

4. The company is currently and has been a member of the Surety and Fidelity

Association of American (SFAA) for the two most recent years.

5. The company must have a Risk-Based Capital ration of 250% or greater.

6. The company must be able to demonstrate the underwriting expertise for

contract surety.

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CDB 01 11 01 JANUARY 2013

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01 29 73.1 SCHEDULE OF VALUES

F. Provide CDB prequalification/registration ID numbers on the CSV form for

subcontractors/suppliers described in 00 21 50.2C.

G. Identify work performed by MBE/FBE subcontractors and suppliers on the CSV form.

H. Revise and resubmit CSV for approval if any substitution or replacement of subcontractors

or suppliers occurs.

I. Revise and resubmit CSV for approval if any change in the contract amount of

subcontractors or suppliers other than a change resulting from a change order occurs.

01 29 76 PROGRESS PAYMENT PROCEDURES

.5 Payments to Subcontractors and Suppliers.

D. Subcontractors (as described in 00 21 50.2C.) who have not obtained a CDB ID number

and/or have not submitted the required Disclosures and Certifications may have their

payment amounts withheld by CDB in addition to any other remedy provided by this

contract or by law.

END OF SECTION 01 11 01

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 01 31 00 JANUARY 2006

CDB 816-010-039 COORDINATION 01 31 00 - 1

DIVISION 1 - GENERAL REQUIREMENTS SECTION 01 31 00 - COORDINATION

1. GENERAL

1.1 REQUIREMENTS INCLUDE

A. The basic requirements for coordination are specified in Article 01 31 00 of the Standard Documents for Construction.

B. The Coordinating Contractor shall be responsible for general coordination of assigned contractors work. Assigned contractors shall be responsible for the coordination of work effort of their own forces.

C. At equipment where electrical power is required, the Electrical Contractor shall provide conduit and wire required from the power source to the input terminals of the equipment. When specified, the electrical contractor shall provide the electrical disconnect to the equipment.

D. At equipment where control wiring is required to interconnect various items, such wire and conduit shall be the responsibility of the contractor providing the equipment.

E. Wiring, including conduit, boxes & fittings, for control systems shall be the responsibility of the contractor providing the system.

F. Wiring for low voltage data and communication systems shall be the responsibility of the contractor providing the system.

G. Openings in floor, wall or ceiling shall be coordinated with the Coordinating Contractor. All openings shall be appropriately sealed by each contractor to maintain fire ratings.

H. Operation of equipment or systems shall be the responsibility of the installing contractor until acceptance by CDB.

END OF SECTION 01 31 00

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 01 33 23 JANUARY 2006

CDB 816-010-039 SHOP DRAWINGS, PRODUCT DATA & SAMPLES 01 33 23 - 1

DIVISION 1 – GENERAL REQUIREMENTS

01 33 23 – SHOP DRAWINGS, PRODUCT DATA & SAMPLES

1. GENERAL

1.1 REQUIREMENTS INCLUDE

A. Each Contractor:

1. Make submittals to Coordinating Contractor.

B. Coordinating Contractor:

1. Review Assigned Contractors' submittals within 5 business days.

a. Verify field dimensions.

b. Verify compliance with Contract requirements.

2. Certify review.

3. Transmit reviewed submittals to Architect/Engineer.

4. Maintain a master list of submittals.

1.2 DEFINITIONS

A. Shop drawings: Shop drawings are original drawings prepared by Contractor,

subcontractor, sub-subcontractor, supplier or distributor, which illustrate some portion of

the work, showing fabrication, layout, setting or erection details.

1. Prepared by qualified detailer.

2. Identify details by reference to sheet and detail numbers shown on contract

drawings.

3. Maximum sheet size: 30" x 42"

4. Reproductions for submittals: Electronic copies in PDF format.

5. Submit a minimum of three (3) copies.

B. Product data:

1. Manufacturer's standard schematic drawings, edited to fit this project.

2. Manufacturer's catalog sheets, brochures, diagrams, schedules, performance

charts, illustrations and other standard descriptive data.

a. Clearly mark each copy to identify pertinent materials, products or

models.

b. Show dimensions and clearances.

c. Show wiring diagrams and controls.

C. Samples: Physical samples to illustrate materials, equipment or workmanship. Approved

samples establish standards by which complete work is judged. Maintain at site as

directed. Protect until no longer needed.

1. Office samples: Of sufficient size to clearly illustrate:

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ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 01 33 23 JANUARY 2006

CDB 816-010-039 SHOP DRAWINGS, PRODUCT DATA & SAMPLES 01 33 23 - 2

a. Functional characteristics of product or material.

b. Full range of color samples.

c. After review, samples may be used on construction of project.

2. Field samples and mock-ups:

a. Erect at project site at location approved by Architect/ Engineer and

Using Agency.

b. Construct each sample or mock-up complete, including work of all crafts

required in finished work.

c. Remove as directed.

1.3 SCHEDULE SUBMITTAL

A. Submit schedule of all exhibits to Architect/Engineer within five (5) business days after

preconstruction meeting.

1. Prepare schedule in bar chart format. Include:

a. Exhibit identification.

b. Specification section and page number.

c. Date of submittal to Architect/Engineer.

d. Latest date for final approval.

e. Fabrication time.

f. Date of installation.

2. Architect/Engineer will review and comment on exhibit schedule and will advise

the contractor as to which submittals require longer review durations.

B. Submit number of copies of shop drawings, product data and samples which contractor

requires for distribution plus two (2) copies which will be retained by Architect/Engineer.

C. Accompany submittals with transmittal letter, in duplicate, containing:

1. Date.

2. Project title and number.

3. Contractor's name and address.

4. The number of shop drawings, product data and samples submitted.

5. Notification of deviations from Contract.

6. Other pertinent data.

D. Submittals shall include:

1. Date and revision dates.

2. Project title and number.

3. Names of:

a. Architect/Engineer.

b. Subcontractor and Sub-subcontractor if applicable.

c. Supplier.

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CDB 01 33 23 JANUARY 2006

CDB 816-010-039 SHOP DRAWINGS, PRODUCT DATA & SAMPLES 01 33 23 - 3

d. Manufacturer.

e. Separate detailer when pertinent.

4. Identification of product or material.

5. Relation to adjacent structure or material.

6. Field dimensions, clearly identified as such.

7. Specification section and page number.

8. Specified standards, such as ASTM number or ANSI.

9. A blank space, 3-inches by 6-inches, for Architect/Engineer's stamp.

10. Identification of previously approved deviation(s) from contract documents.

11. Contractor's stamp, initialed or signed, certifying to review of submittal,

verification of field measurements and compliance with Contract.

12. Space for Contractor's approval stamp.

1.4 RESUBMISSION REQUIREMENTS

A. Resubmit all shop drawings, product data, and samples as requested by the contractor

and/or A/E.

1.5 RESPONSIBILITIES

A. Review shop drawings, product data and samples prior to submission to the next level of

authority.

B. Verify:

1. Field dimensions.

2. Field construction criteria.

3. Catalog numbers and similar data.

C. Coordinate each submittal with requirements of:

1. The work.

2. The contract documents.

3. The work of other contractors.

D. Contractor's responsibility for errors, omissions or deviation from contract documents in

submittals is not relieved by Architect/Engineer's review of submittals.

E. Prior to submission, notify Architect/Engineer and CDB in writing of all proposed

deviations in submittals from contract requirements. Substitution of materials or

equipment may only be approved by change order.

F. Do not begin any work which requires submittals without Architect/Engineer's approval.

G. After Architect/Engineer's review, make response required by A/E's stamp and distribute

copies. Indicate by transmittal that copy of approved data has been delivered to installer.

H. When the other contracts are assigned to the Coordinating Contractor:

1. Assigned contractors send their submittals to Coordinating Contractor.

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CDB 01 33 23 JANUARY 2006

CDB 816-010-039 SHOP DRAWINGS, PRODUCT DATA & SAMPLES 01 33 23 - 4

2. Coordinating Contractor reviews and initials assigned contractors' submittals for

compliance with scope, coordination and integration with the work of all other

contractors.

3. Coordinating Contractor transmits his reviewed copies of assigned contractors'

submittals to Architect/Engineer.

4. Coordinating Contractor retains copy of submittals after review by

Architect/Engineer and distributes copies to submitting contractor and to other

contractors for coordination and integration.

5. Coordinating Contractor: Enforce resubmission requirements.

1.6 ARCHITECT/ENGINEER'S DUTIES

A. Review submittals within 14 calendar days.

1. Review for:

a. Design concept of project.

b. Compliance with contract documents.

2. Review all requests for proposed deviations. Obtain CDB's concurrence and

respond to Contractor's request.

3. Affix stamp, date and initials or signature certifying to review of submittal, and

with instructions for contractor response.

4. Return submittals to sender for response or distribution.

B. Schedule 01 33 23:

1. 02 41 19 – Selective Structure Demolition:

a. Proposed Protection Measures.

b. Warranties

2. 05 50 00 – Metal Fabrications:

a. Product Data.

b. Shop Drawings.

c. Welding Certificates.

d. Paint Compatibility Certificates.

3. 06 10 00 – Rough Carpentry:

a. Product Data.

b. Material Certificates.

c. Evaluation Reports.

4. 06 40 23 – Interior Architectural Woodwork:

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 01 33 23 JANUARY 2006

CDB 816-010-039 SHOP DRAWINGS, PRODUCT DATA & SAMPLES 01 33 23 - 5

a. Product Data

b. Shop Drawings.

c. Samples for Verification.

5. 07 29 00 – Joint Sealants:

a. Product Data.

b. Samples.

c. Joint-Sealant Schedule.

6. 08 11 13 – Hollow Metal Doors and Frames:

a. Product Data.

b. Shop Drawings.

c. Schedule.

d. Templates.

7. 08 14 16 – Flush Wood Doors

a. Product Data.

b. Shop Drawings.

c. Samples for Verification.

8. 08 71 00 – Finish Hardware:

a. Product Data.

b. Hardware Schedule.

c. Keying Schedule.

d. Manufacturer's Installation Instructions

9. 08 80 00 – Glazing

a. Product Data.

b. Samples.

10. 09 22 16 – Non-Structural Metal Framing:

a. Product Data

11. 09 29 00 – Gypsum Board:

a. Product Data

12. 09 51 13 – Acoustical Panel Ceilings:

a. Product Data.

b. Samples for Verification.

c. Coordination Drawings.

d. Product Test Reports.

e. Evaluation Reports.

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 01 33 23 JANUARY 2006

CDB 816-010-039 SHOP DRAWINGS, PRODUCT DATA & SAMPLES 01 33 23 - 6

13. 09 65 13 – Resilient Base and Accessories:

a. Product Data.

b. Samples for Verification.

14. 09 68 13 – Tile Carpeting:

a. Product Data.

b. Samples for Verification.

15. 09 91 23 – Interior Painting:

a. Product Data.

b. Samples for Verification.

c. Product List.

16. 10 11 00 – Visual Display Surfaces:

a. Product Data.

b. Samples for Verification.

c. Special Warranties.

17. 11 52 13 – Projection Screens:

a. Product Data.

b. Shop Drawings.

c. Maintenance Data.

18. 12 22 00 – Curtains and Drapes:

a. Product Data.

b. Samples for Verification.

19. 21 12 13 – Wet Pipe Sprinkler Systems:

a. Product Data.

b. Shop Drawings.

c. Delegated Design Submittal

d. Coordination Drawings

e. Qualification Data

f. Approved Sprinkler Piping Drawings

g. Welding Certificates

h. Fire Hydrant Flow Test Reports

i. Field Test Reports and Certificates

j. Field Quality Control Reports

k. Operation and Maintenance Data

20. 23 05 53 – Identification for HVAC Piping and Equipment:

a. Product Data.

b. Samples.

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 01 33 23 JANUARY 2006

CDB 816-010-039 SHOP DRAWINGS, PRODUCT DATA & SAMPLES 01 33 23 - 7

21. 23 05 93 – Testing, Adjusting and Balancing:

a. Strategies and Procedures Plan.

b. Certified TAB Reports.

c. Sample Report Forms.

d. Special Warranty.

22. 23 07 15 – HVAC Insulation:

a. Product Data.

b. Shop Drawings.

c. Material Test Reports.

d. Certifications.

23. 23 31 13 – Metal Ducts:

a. Product Data.

b. Delegated Design Submittal.

c. Coordination Drawings.

d. Field Quality Control Reports.

24. 23 33 00 – Duct Accessories:

a. Product Data.

b. Shop Drawings.

c. Coordination Drawings.

25. 23 37 13 – Diffusers, Registers and Grilles:

a. Product Data.

b. Coordination Drawings.

26. 26 05 19 – Conductors and Cables:

a. Product Data.

b. Field Quality Control Reports.

27. 26 05 26 – Grounding and Bonding:

a. Product Data.

b. Field Quality Control Reports.

c. Operation and Maintenance Data.

28. 26 05 33 – Raceways and Boxes:

a. Product Data.

b. Shop Drawings.

c. Source Quality-Control Reports.

29. 26 05 44 – Sleeves and Sleeve Seals for Electrical Raceways and Cabling:

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 01 33 23 JANUARY 2006

CDB 816-010-039 SHOP DRAWINGS, PRODUCT DATA & SAMPLES 01 33 23 - 8

a. Product Data.

30. 26 05 53 – Electrical Identification:

a. Product Data.

b. Identification Schedule.

31. 26 24 16 – Panelboards:

a. Product Data.

b. Shop Drawings.

c. Field Quality Control Reports.

d. Panelboard Schedules.

e. Operation and Maintenance Data.

32. 26 27 26 – Wiring Devices:

a. Product Data.

b. Shop Drawings.

c. Field Quality Control Reports.

d. Operation and Maintenance Data.

33. 26 28 16 – Enclosed Switches and Circuit Breakers:

a. Product Data.

b. Shop Drawings.

c. Field Quality Control Reports.

d. Operation and Maintenance Data.

34. 26 51 00 – Interior and Building Mounted Lighting:

a. Product Data.

b. Shop Drawings.

c. Installation Instructions.

d. Field Quality Control Reports.

e. Operation and Maintenance Data.

35. 27 41 16 – Integrated Audio/Visual Systems and Equipment:

a. Product Data.

b. Shop Drawings.

c. Operation and Maintenance Data.

END OF SECTION 01 33 23

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 01 35 16 JANUARY 2006

CDB 816-010-039 REMODELING PROJECT PROCEDURES 01 35 16 - 1

DIVISION 1 – GENERAL REQUIREMENTS

SECTION 01 35 16 – REMODELING PROJECT PROCEDURES

1. GENERAL

1.1 REQUIREMENTS INCLUDE

A. Coordinating Contractor:

1. Coordinate work of employees and subcontractors.

2. Schedule elements of remodeling and renovation work to expedite completion.

3. Schedule noisy or hazardous work to avoid problems with Using Agency's

operations.

4. In addition to demolition, cut, move or remove existing construction to provide

access or to allow remodeling and new work to proceed. Include:

a. Repair or remove hazardous or unsanitary conditions.

b. Remove abandoned piping, conduit and wiring.

c. Remove unsuitable or extraneous materials not marked for salvage, such as

abandoned furnishings and equipment, and debris such as rotted wood,

rusted metals and deteriorated concrete.

d. Clean surfaces. Remove surface finishes to install new work and finishes.

5. Patch, repair and refinish existing items to remain, to the specified condition for each

material, with a neat transition to adjacent new construction.

6. Note or record existing project conditions before beginning work to minimize later

disputes.

1.2 RELATED REQUIREMENTS

A. Specified elsewhere:

1. 01 32 00 - Construction Schedules.

2. 01 35 53 - Security.

3. 01 51 00 - Temporary Utilities.

4. 01 54 00 - Construction Aids

5. 01 73 29 - Cutting & Patching

6. 01 74 13 - Construction Cleaning

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 01 35 16 JANUARY 2006

CDB 816-010-039 REMODELING PROJECT PROCEDURES 01 35 16 - 2

7. 01 74 23 - Final Cleaning.

1.3 ALTERATIONS, CUTTING AND PROTECTION

A. Cut finish surfaces such as masonry, tile, plaster or metals, by methods to terminate surfaces

in a straight line at a natural point of division.

B. Protect existing and new work from weather and temperature extremes.

1. Maintain existing interior work above 60 degrees F.

2. Provide weather protection, waterproofing, heat and humidity control to prevent

damage to remaining existing work and to new work.

C. Provide temporary enclosures specified in 01 54 00, to separate work areas from existing

building and from areas occupied by Using Agency, and to provide weather protection.

D. Items of construction, furnishings and articles having a historic or private value discovered

during progress of the work shall remain in the Using Agency’s possession and ownership.

1. Promptly notify Architect/Engineer.

2. Protect items from damage from weather and work.

3. Architect/Engineer will promptly transmit CDB's decision for disposition of

discovery.

4. Store items to be retained by owner in a safe, dry place on site. Dispose of items

which CDB releases.

2. PRODUCTS

2.1 SALVAGED MATERIALS

A. Salvage sufficient quantities of cut or removed materials to replace damaged work, when

material is not readily obtainable on current market.

1. Use particular care in removal and salvage of:

a. Limestone.

b. Face Brick.

2. Store salvaged items in a dry, secure place on site.

3. Items not specified for use in repair work remain Using Agency's property.

4. Do not use salvaged or used material in new construction except with prior written

authorization from Architect/Engineer.

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 01 35 16 JANUARY 2006

CDB 816-010-039 REMODELING PROJECT PROCEDURES 01 35 16 - 3

2.2 MATERIALS FOR PATCHING, EXTENDING AND MATCHING

A. Ensure that work is complete:

1. Provide same materials or types of construction as that in existing structure, to patch,

extend or match existing work.

3. EXECUTION

3.1 PERFORMANCE

A. Patch and extend existing work using skilled craftsmen capable of matching existing quality

of workmanship. For patched or extended work, provide quality equal to that specified for

new work.

3.2 ADJUSTMENTS

A. Where partitions are removed, patch floors, walls and ceilings with finish materials to match

existing as closely as possible.

1. Where removal of partitions results in adjacent spaces becoming one, rework floors

and ceilings to provide smooth planes without breaks, steps or bulkheads.

2. Where extreme change of plane of (*two inches) or more occurs, request instructions

from Architect/Engineer.

3.3 DAMAGED SURFACES

A. Patch and replace all portions of existing finished surfaces found to be damaged, lifted,

discolored or showing other imperfections, with matching material.

1. Provide adequate support prior to patching the finish.

2. Refinish patched portions of painted or coated surfaces in a manner to produce

uniform color and texture over entire surface.

3. When existing surface cannot be matched, refinish entire surface to nearest

intersections.

3.4 TRANSITION FROM EXISTING TO NEW WORK

A. When new work abuts or finishes flush with existing work, make a smooth transition.

Patched work shall match existing adjacent work in texture and appearance (*as closely as

possible) (*may want to be more strict in certain projects).

1. When finished surfaces are cut in such a way that a smooth transition with new work

is not possible, terminate existing surface in a neat manner along a straight line at a

natural line of division, and provide trim appropriate to finished surface.

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 01 35 16 JANUARY 2006

CDB 816-010-039 REMODELING PROJECT PROCEDURES 01 35 16 - 4

3.5 CLEANING

A. Perform construction cleaning as specified in 01 74 13.

1. Clean User occupied areas daily.

2. Clean all spillage, overspray or heavy dust collections in User occupied areas

immediately.

B. At completion of work of each craft, clean area and make surfaces ready for work of

successive crafts.

C. At completion of alterations work in each area, provide final cleaning in accord with 01 74 23

and return space to a condition suitable for use of User.

END OF SECTION 01 35 16

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 01 35 53 JANUARY 2006

CDB 816-010-039 SECURITY 01 35 53 - 1

DIVISION 1 – GENERAL REQUIREMENTS

SECTION 01 35 53 – SECURITY

1. GENERAL

1.1 REQUIREMENTS INCLUDE

A. Each Contractor:

1. Comply with site security program specified in Article 01 35 53 of the Standard

Documents for Construction.

2. Comply with the supplemental security program specified in this section.

1.2 PERSONNEL IDENTIFICATION

A. Provide identification to each person authorized to enter project premises, showing:

1. Personal photograph.

2. Name of individual and assigned number.

3. Employer's name.

4. Maintain a current list of accredited persons; submit copy of list to CDB or Using

Agency on request.

5. Require that identification be displayed by all persons entering, leaving or on

premises.

B. Exclude improperly identified persons from site.

1.3 ENTRANCE CONTROL

A. Provide control of all persons and vehicles entering and leaving project site.

1. Require display of proper identification by each person.

2. Allow no visitors except with issuance of temporary identification.

3. Maintain log of all visitors.

B. Using Agency will control deliveries and vehicles related to its own operations.

END OF SECTION 01 35 53

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 01 41 00 SEPTEMBER 2007

CDB 816-010-039 REGULATORY REQUIREMENTS 01 41 00 - 1

DIVISION 1 – GENERAL REQUIREMENTS SECTION 01 41 00 – REGULATORY REQUIREMENTS

1. GENERAL

1.1 REQUIREMENTS INCLUDE

A. Each Contractor comply with all laws, rules and regulations governing the work.

1. When Contractor observes that contract documents are at variance with specified

codes, notify Architect/Engineer in writing immediately. Architect/Engineer will

process changes in accord with General Conditions.

2. When Contractor performs any work knowing or having reason to know that the

work is contrary to such laws, rules and regulations and fails to so notify the

Architect/Engineer, Contractor shall pay all costs arising therefrom. However, it will

not be the Contractor's primary responsibility to make certain that the contract

documents are in accord with such laws, rules and regulations.

1.2 DEFINITIONS & ABBREVIATIONS

A. Definitions:

1. Dates: Reference Codes, Regulations and Standards are the issue current at date of

bidding documents unless otherwise specified.

2. Codes: Codes are rules, regulations or statutory requirements of government

agencies.

3. Standards: Standards are requirements set by authorities, custom or general consent

and established as accepted criteria.

B. Abbreviations:

1. ACA American Correctional Association.

2. ADA Americans with Disabilities Act.

3. AGCI Associated General Contractors in Illinois.

4. ANSI American National Standards Institute.

5. ASHRAE American Society of Heating, Refrigeration and Air-Conditioning

Engineers.

6. ASTM American Society for Testing and Materials.

7. AWWA American Waterworks Association.

8. BOCA Building Officials & Code Administrators

9. CDB Capital Development Board.

10. CPSC Consumer Product Safety Commission (Federal).

11. CSA Canadian Standards Association.

12. DCFS Department of Children & Family Services (Illinois).

13. DHEW Department of Health, Education & Welfare (Federal).

14. FED Federal Agencies.

15. FM Factory Mutual Engineering Corp.

16. IAGO Illinois Attorney General's Office

17. IBOG Illinois Board of Governors

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 01 41 00 SEPTEMBER 2007

CDB 816-010-039 REGULATORY REQUIREMENTS 01 41 00 - 2

18. IBHE Illinois Board of Higher Education.

19. ICBO Int’l Conference of Building Officials

20. ICCB Illinois Community College Board.

21. IDHS Illinois Department of Human Services.

22. IDOC Illinois Department of Corrections.

23. IDOL Illinois Department of Labor.

24. IDOT Illinois Department of Transportation.

25. IDPH Illinois Department of Public Health.

26. IEPA Illinois Environmental Protection Agency.

27. IDPR Illinois Department of Professional Regulation.

28. ISBE Illinois State Board of Education.

29. ISPE Illinois Society of Professional Engineers.

30. NFPA National Fire Protection Association.

31. OSFM Office of State Fire Marshal.

32. SOS Secretary of State.

33. UBC Uniform Building Code

34. UI University of Illinois.

35. UL Underwriters Laboratories, Inc.

1.3 QUALITY ASSURANCE

A. Architect/Engineer has designed the project with full knowledge of code requirements and has

copies of all specified codes available for Contractor's inspection.

B. Contractor:

1. Ensure that copies of specified codes and standards are readily available to

Contractor's personnel. Copies are available at Contractor's expense from source or

publisher.

2. Ensure that Contractor's personnel are familiar with workmanship and installation

requirements of specified codes and standards.

1.4 REGULATORY REQUIREMENTS

A. Source and requirements:

1. CDB:

a. Illinois Accessibility Code.

b. Illinois Energy Conservation Code.

2. FED:

a. CPSC: Architectural Glazing Materials, as amended 1981. (*Partially pre-

empts Illinois Safety Materials Glazing Act.)

b. DHEW:

1.) Title V: Handicapped Accessibility.

2.) Title IX: Regulations Prohibiting Sex Discrimination in Education.

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 01 41 00 SEPTEMBER 2007

CDB 816-010-039 REGULATORY REQUIREMENTS 01 41 00 - 3

c. ADA 1990, as amended.

3. State of Illinois: Illinois Procurement Code, as amended (30 ILCS 500/1 et. seq.)

4. IDOL: Safety Glazing Materials Act, as amended, with interpretive statement (430

ILCS 60/1 et seq.).

5. Toxic Substance Control Act.

6. OSFM: Illinois Rules and Regulations for Fire Prevention and Safety, NFPA 101-

2000 (new construction), NFPA 101-2000 (existing construction) Except Illinois

State Board of Education.

7. SOS:

a. Ramp on All New or Reconstructed Curbs for Persons Using Wheelchairs,

(65 ILCS 5/11-80-11)

b. Lead Poisoning Prevention Act, as amended (410 ILCS 45/1et seq.). (*For

dwellings or dwelling units, as defined).

8. STANDARDS:

a. ANSI No. C-2, National Electrical Safety Code,

b. ASHRAE No. 62, Standard for Natural and Mechanical Ventilation

(*Except IDMH and ISBE.).

c. ASHRAE No. 90.1-2001, Energy Standard for Buildings Except Low-Rise

Residential Buildings.

9. NFPA: National Fire Codes

a. 70-2011, National Electrical Code.

b. 72-2013, National Fire Alarm Code.

c. 101-2012, Life Safety Code.

10. LOCAL BUILDING CODES:

a. 2012 International Building Code (IBC).

B. The Architect/Engineer or CDB may reference other codes or standards throughout the

Project Manual when deemed appropriate for proper compliance with regulatory

requirements.

END OF SECTION 01 41 00

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 01 51 50 JANUARY 2006

CDB 816-010-039 USE OF EXISTING FACILITIES 01 51 50 - 1

DIVISION 1 – GENERAL REQUIREMENTS

SECTION 01 51 50 – USE OF EXISTING FACILITIES

1. GENERAL

1.1 SUMMARY

A. The project will be constructed at an occupied facility. These requirements supplement the

Standard Documents for Construction and other sections of the Project Manual.

B. The Using Agency will occupy adjacent areas.

1.2 REQUIREMENTS INCLUDE

A. Coordinating Contractor provide:

1. Scheduling.

2. Security and site regulations.

3. Entrances.

4. Construction aids.

5. Temporary enclosures and barriers.

6. Fences.

7. Temporary utilities.

8. Access roads & parking areas.

9. Traffic regulation.

10. Construction Cleaning.

11. Field Offices.

12. Storage.

13. Close-out.

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 01 51 50 JANUARY 2006

CDB 816-010-039 USE OF EXISTING FACILITIES 01 51 50 - 2

2. EXECUTION

2.1 SCHEDULING

A. Schedule noisy or hazardous work to avoid problems with Using Agency's operations.

2.2 SECURITY AND SITE REGULATIONS

A. Confer with the Using Agency's representative and obtain full knowledge of all site rules and

regulations affecting work.

B. Provide control of all persons and vehicles entering and leaving project site. Reasonable

proof of identification and signature to the visitor's log shall be required of the visitors by the

contractor's site superintendent.

2.3 CONSTRUCTION AIDS

A. Except as noted, each Contractor provide and maintain construction aids and equipment for

common use and to facilitate execution of the work.

2.4 TEMPORARY ENCLOSURES AND BARRIERS

A. Each Contractor:

1. Provide temporary enclosures to separate work areas from existing building and from

areas occupied by Using Agency.

2. Provide and maintain suitable barriers to prevent unauthorized entry, and to protect

the work.

2.5 TEMPORARY UTILITIES

A. Using Agency will authorize use of existing facilities or services:

1. Electrical power service.

2. Water service.

3. Toilets.

B. Make written arrangements with Using Agency's representative.

C. Prevent interference with Using Agency's normal use of system.

D. Modify, supplement and extend systems to meet temporary utility requirements for project,

subject to approval of Architect/Engineer and Using Agency. Modifications shall be at

contractor's expense.

E. Using Agency will pay all costs of consumables used for construction purposes for utilities it

furnishes.

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 01 51 50 JANUARY 2006

CDB 816-010-039 USE OF EXISTING FACILITIES 01 51 50 - 3

F. Contractor requiring facilities or services beyond those available from the User shall provide

and pay for extension or modification of services to perform the work, and for restoration of

services at completion of work.

2.6 ACCESS ROADS & PARKING AREAS

A. Designated existing on-site streets and driveways may be used for construction traffic.

Maintain existing condition.

B. Designated areas of existing parking facilities may be used for parking of construction

personnel's private vehicles and of contractor's lightweight (not exceeding a B plate) vehicles.

C. Maintain roads, walks and parking areas in a sound, clean condition. Restore to original

condition upon work completion prior to Final Acceptance.

D. Control vehicular parking to preclude interference with public traffic or parking, access by

emergency vehicles, Using Agency's operations or construction operations.

2.7 TRAFFIC REGULATION

A. Coordinating Contractor provide traffic control and directional signs, mounted on barricades

or standard posts:

1. At each change of direction of a roadway and at parking areas.

2. Provide qualified and suitably equipped flaggers when construction operations

encroach on traffic lanes, as required for traffic regulation.

2.8 CONSTRUCTION CLEANING

A. Each Contractor provide cleaning and disposal of waste materials, debris and rubbish during

construction.

B. Coordinating Contractor supervise and coordinate cleaning operations of all Assigned

Contractors.

C. Each Contractor provide covered containers for deposit of waste materials, debris and

rubbish.

D. Clean User occupied areas daily.

2.9 FIELD OFFICES

A. The Using Agency will authorize use of existing space for temporary office, if available.

Make arrangements with Using Agency's Representative and confirm availability.

2.10 STORAGE

A. Make arrangements with Using Agency's Representative for any on-site storage of materials

and equipment to be installed in project.

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 01 51 50 JANUARY 2006

CDB 816-010-039 USE OF EXISTING FACILITIES 01 51 50 - 4

B. Protection and security for stored materials and equipment is solely each contractor's

responsibility.

2.11 CLOSEOUT

A. Upon completion of need to use existing user-provided facilities, or when directed by

Architect/Engineer, restore each to original or specified condition.

B. At completion of work in each area, provide final cleaning and return space to a condition

suitable for use of User.

END 01 51 50

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 01 73 29 JANUARY 2006

CDB 816-010-039 CUTTING AND PATCHING 01 73 29 - 1

DIVISION 1 – GENERAL REQUIREMENTS SECTION 01 73 29 – CUTTING & PATCHING

1. GENERAL

1.1 REQUIREMENTS INCLUDE

A. Each Contractor:

1. Execute cutting (including excavating), filling or patching of work to:

a. Install specified work.

b. Remove samples of installed work specified for testing.

c. Remove and replace defective work.

2. In addition, upon written instructions of Architect/Engineer or CDB:

a. Uncover work to provide for observation of covered work.

b. Remove samples of installed materials for testing.

c. Remove work to provide for alteration of existing work.

3. Do not cut or alter work of another contractor without written consent of Architect/Engineer.

1.2 SUBMITTALS

A. Prior to cutting which affects structural members or work of another contractor, submit written notice to Architect/Engineer requesting consent to proceed with cutting, including:

1. Project identification.

2. Description of affected work.

3. Necessity for cutting.

4. Effect on other work, on structural integrity of project.

5. Description of proposed work. Designate:

a. Scope of cutting and patching.

b. Contractor and Crafts to execute the work.

c. Products proposed to be used.

d. Extent of refinishing.

6. Alternatives to cutting and patching.

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 01 73 29 JANUARY 2006

CDB 816-010-039 CUTTING AND PATCHING 01 73 29 - 2

7. Designation of party responsible for cost of cutting and patching.

B. Prior to cutting and patching done on instruction of Architect/ Engineer, submit cost estimate.

C. When conditions of work, or schedule, indicate change of materials or methods, submit recommendation to Architect/Engineer, including:

1. Condition indicating change.

2. Recommendation for alternative materials or methods.

3. Submittals specified for substitutions.

D. Submit written notice to Architect/Engineer, designating time work will be uncovered, to provide for observation.

1.3 PAYMENT FOR COSTS

A. Costs caused by ill-timed or defective work, or work not conforming to contract documents, including costs for additional services of Architect/Engineer: Party responsible for ill-timed, rejected or non-conforming work.

B. Work done on instructions of Architect/Engineer (by change order), other than defective or non-conforming work: CDB.

2. PRODUCTS

2.1 MATERIALS.

A. For replacement of work removed: Comply with specifications for type of work to be performed.

3. EXECUTION

3.1 INSPECTION

A. Inspect existing conditions of work, including elements subject to movement or damage during:

1. Cutting and patching.

2. Excavating and backfilling.

B. After uncovering work, inspect conditions affecting installation of new products.

3.2 PREPARATION

A. Prior to cutting:

1. Provide shoring, bracing and support to maintain structural integrity of project.

2. Provide protection for other portions of the project.

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CDB 01 73 29 JANUARY 2006

CDB 816-010-039 CUTTING AND PATCHING 01 73 29 - 3

3. Provide protection from elements.

3.3 PERFORMANCE

A. Execute fitting and adjustment of products to provide finished installation to comply with specified tolerances, finishes.

B. Execute cutting and demolition by methods which will prevent damage to other work, and will provide proper surfaces to receive installation of repairs and new work.

A. Restore work which has been cut or removed; install new products to provide completed work in accord with contract documents.

B. Refinish entire surfaces to provide an even finish.

1. Continuous surfaces: To nearest intersection(s).

2. Assembly: Entire refinishing.

END OF SECTION 01 73 29

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ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 01 78 23 JANUARY 2006

CDB 816-010-039 OPERATING & MAINTENANCE DATA 01 78 23 - 1

DIVISION 1 – GENERAL REQUIREMENTS SECTION 01 78 23 – OPERATING & MAINTENANCE DATA

1. GENERAL

1.1 REQUIREMENTS INCLUDE

A. Each Contractor provide:

1. Operating and Maintenance Data in accordance with Article 01 78 23 of the

Standard Documents for Construction and the Project Manual.

1.2 REQUIRED SUBMITTALS

A. General Contractor:

1. 02 41 19 – Selective Structure Demolition:

a. None.

2. 05 50 00 – Metal Fabrications:

a. None.

3. 06 10 00 – Rough Carpentry:

a. None.

4. 06 40 23 – Interior Architectural Woodwork:

a. None.

5. 07 29 00 – Joint Sealants:

a. None.

6. 08 11 13 – Hollow Metal Doors and Frames:

a. None.

7. 08 71 00 – Finish Hardware:

a. Maintenance Data.

b. Maintenance Tools.

8. 08 80 00 – Glazing

a. None.

9. 09 22 16 – Non-Structural Metal Framing:

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CDB 01 78 23 JANUARY 2006

CDB 816-010-039 OPERATING & MAINTENANCE DATA 01 78 23 - 2

a. None.

10. 09 29 00 – Gypsum Board:

a. None.

11. 09 51 13 – Acoustical Panel Ceilings:

a. Maintenance Data.

12. 09 65 13 – Resilient Base and Accessories:

a. Maintenance Data.

13. 09 68 13 – Tile Carpeting:

a. Maintenance Data.

14. 09 91 23 – Interior Painting:

a. None.

15. 10 11 00 – Visual Display Surfaces:

a. None.

16. 11 52 13 – Projection Screens:

a. Operation and Maintenance Data.

17. 12 22 00 – Curtains and Drapes:

a. None.

18. 21 12 13 – Wet Pipe Sprinkler Systems:

a. Operation and Maintenance Data.

19. 23 05 53 – Identification for HVAC Piping & Equipment

a. None.

20. 23 05 93 – Testing, Adjusting, and Balancing

a. None.

21. 23 07 13 – HVAC Insulation:

a. None.

22. 23 31 00 – Metal Ducts:

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ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 01 78 23 JANUARY 2006

CDB 816-010-039 OPERATING & MAINTENANCE DATA 01 78 23 - 3

a. None.

23. 23 33 00 – Duct Accessories:

a. None.

24. 23 37 13 – Diffusers, Registers, and Grilles:

a. None.

B. Electrical Contractor:

1. 26 05 19 – Conductors and Cables:

a. None.

2. 26 05 26 – Grounding and Bonding:

a. Operation and Maintenance Data.

3. 26 05 29 – Hangers and Supports for Electrical Systems:

a. None.

4. 26 05 33 – Raceways and Boxes:

a. None.

5. 26 05 44 – Sleeves and Sleeve Seals:

a. None.

6. 26 05 53 – Electrical Identification:

a. None.

7. 26 24 16 – Panelboards:

a. Operation and Maintenance Data.

8. 26 27 26 – Wiring Devices:

a. Operation and Maintenance Data.

9. 26 28 16 – Enclosed Switches and Circuit Breakers:

a. Operation and Maintenance Data.

10. 26 51 00 – Interior and Building Mounted Lighting:

a. Operation and Maintenance Data.

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CDB 01 78 23 JANUARY 2006

CDB 816-010-039 OPERATING & MAINTENANCE DATA 01 78 23 - 4

11. 27 41 16 – Integrated Audio/Visual Systems and Equipment:

a. Operation and Maintenance Data.

END OF SECTION 01 78 23

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB-01 78 36 JANUARY 2006

CDB 816-010-039 EXTENDED WARRANTIES & BONDS 01 78 36 - 1

DIVISION 1 - GENERAL REQUIREMENTS SECTION 01 78 36 - EXTENDED WARRANTIES & BONDS

1. GENERAL

1.1 REQUIREMENTS INCLUDE

A. Each Contractor shall warrant their work in accordance with the Standard Documents for Construction. In addition, the following extended Warranties and Bonds shall be provided as specified.

1.2 EXTENDED WARRANTIES AND BONDS

A. General Contractor:

1. Section 081416 – Flush Wood Doors:

a. Solid Core Interior Doors: Provide special warranty for life of installation.

2. Section 087100 – Door Hardware:

a. Door Closers: Provide special five year warranty for door closers.

3. Section 101100 – Visual Display Surfaces:

a. Porcelain-Enamel Face Sheets: Provide special five year warranty for enameled surfaces.

B. Electrical Contractor:

1. None.

END OF SECTION 01 78 36

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 01 78 39 JANUARY 2006

CDB 816-010-039 PROJECT RECORD DOCUMENTS 01 78 39 - 1

DIVISION 1 - GENERAL REQUIREMENTS SECTION 01 78 39 – PROJECT RECORD DOCUMENTS

1. GENERAL

1.1 REQUIREMENTS INCLUDE

A. Each Contractor:

1. At project site, maintain one record copy of: a. Contract drawings, including separate volume(s) of details. b. Project Manual. c. Interpretations and supplemental instructions. d. Addenda. e. Reviewed, approved shop drawings and product data. f. Other modifications to contract. g. Field test records. h. All schedules. i. Correspondence file.

2. Store documents in temporary field office, apart from documents used for field

construction. 3. Provide files and racks for document storage. 4. File documents in format in accord with Project Manual Table of Contents. 5. Maintain documents in clean, dry, legible condition. 6. Do not use record documents for field construction purposes. 7. Make documents available at all times for inspection by Architect/Engineer and

CDB.

1.2 RELATED REQUIREMENTS

A. Specified elsewhere:

1. 01 33 23 – Shop Drawings, Product Data & Samples. 2. 01 78 23 – Operating & Maintenance Data. 3. 01 78 36 – Warranties & Bonds.

1.3 RECORDING

A. Label each document "PROJECT RECORD DOCUMENTS" in 2" high printed letters.

B. Keep record documents current.

C. Do not permanently conceal any work until specified information has been recorded.

D. Contract drawings: Legibly mark to record actual construction:

1. Depths of various elements of foundation in relation to first floor level. 2. Horizontal and vertical location of underground utilities and appurtenances

referenced to permanent surface improvements. 3. Location of internal utilities and appurtenances concealed in construction referenced

to visible and accessible features of structure.

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CDB 01 78 39 JANUARY 2006

CDB 816-010-039 PROJECT RECORD DOCUMENTS 01 78 39 - 2

4. Field changes of dimension and detail. 5. Changes made by change order. 6. Details not on original contract drawings.

E. Specifications and addenda: Legibly mark up each section to record:

1. Manufacturer, trade name, catalog number, and supplier of each product and item of

equipment actually installed. 2. Changes made by change order or field order. 3. Other matters not originally specified.

F. Shop drawings: Maintain as record documents; legibly annotate drawings to record

changes made after review.

G. A/E will periodically review documents to confirm they are up-to-date. Contractor payment may be withheld or reduced if record documents are not current.

1.4 SUBMITTAL

A. At completion of project, deliver record documents to A/E.

B. Accompany submittal with transmittal letter, in duplicate, containing:

1. Date. 2. Project title and number. 3. Contractor's name and address. 4. Title and number of each record document. 5. Certification that each document submitted is complete and accurate. 6. Signature of contractor, or his authorized representative.

END OF SECTION 01 78 39

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 SELECTIVE STRUCTURE DEMOLITION 024119 - 1

DIVISION 2 – EXISTING CONDITIONS

SECTION 024119 – SELECTIVE STRUCTURE DEMOLITION

PART 1 - GENERAL

1.1 WORK INCLUDES

A. Base Bid:

1. Each Contractor Provide:

a. Demolition and removal of selected portions of building or structure.

b. Salvage of existing items to be reused or recycled.

1.2 MATERIALS OWNERSHIP

A. Unless otherwise indicated, demolition waste becomes property of Contractor.

1.3 PRE-INSTALLATION MEETINGS

A. Pre-Demolition Conference: Coordinating Contractors shall conduct conference at Project site.

1. Inspect and discuss condition of construction to be selectively demolished.

2. Review structural load limitations of existing structure.

3. Review and finalize selective demolition schedule and verify availability of materials,

demolition personnel, equipment, and facilities needed to make progress and avoid

delays.

4. Review requirements of work performed by other trades that rely on substrates exposed

by selective demolition operations.

5. Review areas where existing construction is to remain and requires protection.

6. Review Owner’s requirements with respect to demolition and excessively noisy work.

7. Review Owner’s requirements for utility shut-downs and tie-ins.

1.4 INFORMATIONAL SUBMITTALS

A. Proposed Protection Measures: Submit report, including drawings, that indicates the measures

proposed for protecting individuals and property, for environmental protection, for dust control

and, for noise control. Indicate proposed locations and construction of barriers.

B. Warranties: Documentation indicated that existing warranties are still in effect after completion

of selective demolition.

1.5 FIELD CONDITIONS

A. Owner will occupy portions of building immediately adjacent to selective demolition area.

Conduct selective demolition so Owner's operations will not be disrupted.

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CDB 816-010-039 SELECTIVE STRUCTURE DEMOLITION 024119 - 2

B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as

far as practical.

C. Notify Architect of discrepancies between existing conditions and Drawings before proceeding

with selective demolition.

D. Hazardous Materials: It is not expected that hazardous materials will be encountered in the

Work.

1. If suspected hazardous materials are encountered, do not disturb; immediately notify

Architect and Owner.

2. If necessary, hazardous materials will be removed by Owner under a separate contract.

E. Storage or sale of removed items or materials on-site is not permitted.

F. Utility Service: Maintain existing utilities indicated to remain in service and protect them

against damage during selective demolition operations. Maintain fire-protection facilities in

service during selective demolition operations.

1.6 WARRANTY

A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged

during selective demolition, by methods and with materials so as not to void existing warranties.

Notify warrantor before proceeding. Existing warranties include the following:

B. Notify warrantor on completion of selective demolition, and obtain documentation verifying

that existing system has been inspected and warranty remains in effect. Submit documentation

at Project closeout.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Regulatory Requirements: Comply with governing EPA notification regulations before

beginning selective demolition. Comply with hauling and disposal regulations of authorities

having jurisdiction.

B. EPA Lead Based Paint Regulations: Renovation, Repair and Painting (RRP) Rules:

1. Assume that existing paint contains paint or test the paint to be disturbed using an EPA

approved chemical spot test kit to determine if lead based paint is present or provide a

lead-based paint assessment performed by a state licensed and EPA accredited Lead-Base

Paint Inspector using a hand held XRF analyzer.

2. If lead-based paint is found to be present, perform the work in full compliance with DPA

RRP Rules in addition to OSHA rules for containment, removal, cleaning and disposal of

lead-based materials.

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 SELECTIVE STRUCTURE DEMOLITION 024119 - 3

3. Obtain certifications required by the U.S. Environmental Protection Agency for all

individuals tasked with the removal, abatement or other handling of materials or systems

containing lead.

C. Standards: Comply with ANSI/ASSE A10.6 and NFPA 241.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify that utilities have been disconnected and capped before starting selective demolition

operations.

B. Review record documents of existing construction provided by Owner. Owner does not

guarantee that existing conditions are same as those indicated in record documents.

C. Survey existing conditions and correlate with requirements indicated to determine extent of

selective demolition required.

D. When unanticipated mechanical, electrical, or structural elements that conflict with intended

function or design are encountered, investigate and measure the nature and extent of conflict.

Promptly submit a written report to Architect.

E. Survey of Existing Conditions: Record existing conditions by use of measured drawings

preconstruction photographs, preconstruction videotapes, and templates.

1. Inventory and record the condition of items to be removed and salvaged. Requirement in

subparagraph below is for treatment of historic facilities.

2. Before selective demolition or removal of existing building elements that will be

reproduced or duplicated in final Work, make permanent record of measurements,

materials, and construction details required to make exact reproduction.

3.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS

A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and

protect them against damage.

B. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify,

disconnect, and seal or cap off indicated utility services and mechanical/electrical systems

serving areas to be selectively demolished.

1. Using Agency will arrange to shut off indicated services/systems when requested by

Contractor.

2. Arrange to shut off indicated utilities with utility companies.

3. If services/systems are required to be removed, relocated, or abandoned, provide

temporary services/systems that bypass area of selective demolition and that maintain

continuity of services/systems to other parts of building.

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CDB 816-010-039 SELECTIVE STRUCTURE DEMOLITION 024119 - 4

4. Disconnect, demolish, and remove fire-suppression systems, plumbing, and HVAC

systems, equipment, and components indicated to be removed.

a. Piping to Be Removed: Remove portion of piping indicated to be removed and

cap or plug remaining piping with same or compatible piping material.

b. Piping to Be Abandoned in Place: Drain piping and cap or plug piping with same

or compatible piping material.

c. Equipment to Be Removed: Disconnect and cap services and remove equipment.

d. Equipment to Be Removed and Reinstalled: Disconnect and cap services and

remove, clean, and store equipment; when appropriate, reinstall, reconnect, and

make equipment operational.

e. Equipment to Be Removed and Salvaged: Disconnect and cap services and

remove equipment and deliver to Owner.

f. Ducts to Be Removed: Remove portion of ducts indicated to be removed and plug

remaining ducts with same or compatible ductwork material.

g. Ducts to Be Abandoned in Place: Cap or plug ducts with same or compatible

ductwork material.

3.3 PREPARATION

A. Site Access and Temporary Controls: Conduct selective demolition and debris-removal

operations to ensure minimum interference with roads, streets, walks, walkways, and other

adjacent occupied and used facilities.

B. Temporary Facilities: Provide temporary barricades and other protection required to prevent

injury to people and damage to adjacent buildings and facilities to remain.

1. Provide protection to ensure safe passage of people around selective demolition area and

to and from occupied portions of building.

2. Provide temporary weather protection, during interval between selective demolition of

existing construction on exterior surfaces and new construction, to prevent water leakage

and damage to structure and interior areas.

3. Protect walls, ceilings, floors, and other existing finish work that are to remain or that are

exposed during selective demolition operations.

4. Cover and protect furniture, furnishings, and equipment that have not been removed.

C. Temporary Shoring: Provide and maintain shoring, bracing, and structural supports as required

to preserve stability and prevent movement, settlement, or collapse of construction and finishes

to remain, and to prevent unexpected or uncontrolled movement or collapse of construction

being demolished.

1. Strengthen or add new supports when required during progress of selective demolition.

3.4 SELECTIVE DEMOLITION, GENERAL

A. General: Demolish and remove existing construction only to the extent required by new

construction and as indicated. Use methods required to complete the Work within limitations of

governing regulations and as follows:

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CDB 816-010-039 SELECTIVE STRUCTURE DEMOLITION 024119 - 5

1. Proceed with selective demolition systematically, from higher to lower level. Complete

selective demolition operations above each floor or tier before disturbing supporting

members on the next lower level.

2. Neatly cut openings and holes plumb, square, and true to dimensions required. Use

cutting methods least likely to damage construction to remain or adjoining construction.

Use hand tools or small power tools designed for sawing or grinding, not hammering and

chopping, to minimize disturbance of adjacent surfaces. Temporarily cover openings to

remain.

3. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring

existing finished surfaces.

4. Do not use cutting torches until work area is cleared of flammable materials. At

concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden

space before starting flame-cutting operations. Maintain portable fire-suppression

devices during flame-cutting operations.

5. Maintain adequate ventilation when using cutting torches.

6. Remove decayed, vermin-infested, or otherwise dangerous or unsuitable materials and

promptly dispose of off-site.

7. Remove structural framing members and lower to ground by method suitable to avoid

free fall and to prevent ground impact or dust generation.

8. Locate selective demolition equipment and remove debris and materials so as not to

impose excessive loads on supporting walls, floors, or framing.

3.5 DISPOSAL OF DEMOLISHED MATERIALS

A. General: Except for items or materials indicated to be recycled, reused, salvaged, reinstalled, or

otherwise indicated to remain Owner's property, remove demolished materials from Project

site and legally dispose of them in an EPA-approved landfill.

1. Do not allow demolished materials to accumulate on-site.

2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces

and areas.

3. Remove debris from elevated portions of building by chute, hoist, or other device that

will convey debris to grade level in a controlled descent.

B. Burning: Do not burn demolished materials.

C. Disposal: Transport demolished materials off Owner's property and legally dispose of them.

3.6 CLEANING

A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective

demolition operations. Return adjacent areas to condition existing before selective demolition

operations began.

END OF SECTION 024119

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 CAST-IN-PLACE CONCRETE 033053 - 1

DIVISION 3 – CONCRETE

SECTION 033053 – CAST-IN-PLACE CONCRETE

PART 1 - GENERAL

1.1 WORK INCLUDES

A. Base Bid:

1. General Contractor Provide:

a. Cast-in-place concrete.

b. Reinforcement.

c. Accessories.

1.2 RELATED WORK

A. Specified Elsewhere:

1. Section 035216 “Lightweight Insulating Concrete”.

1.3 SUBMITTALS

A. General: In addition to the following, comply with submittal requirements in ACI 301.

B. Product Data: For each type of product indicated.

C. Design Mixtures: For each concrete mixture.

1.4 QUALITY ASSURANCE

A. Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed concrete

products and that complies with ASTM C 94/C 94M requirements for production facilities and

equipment.

B. Source Limitations: Obtain each type of cement of the same brand from the same

manufacturer's plant, obtain aggregate from one source, and obtain admixtures through one

source from a single manufacturer.

C. Comply with ACI 301, "Specification for Structural Concrete," including the following

sections, unless modified by requirements in the Contract Documents:

1. "General Requirements."

2. "Formwork and Formwork Accessories."

3. "Reinforcement and Reinforcement Supports."

4. "Concrete Mixtures."

5. "Handling, Placing, and Constructing."

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CDB 816-010-039 CAST-IN-PLACE CONCRETE 033053 - 2

6. "Lightweight Concrete."

D. Comply with ACI 117, "Specifications for Tolerances for Concrete Construction and

Materials."

PART 2 - PRODUCTS

2.1 FORMWORK

A. Furnish formwork and formwork accessories according to ACI 301.

2.2 STEEL REINFORCEMENT

A. Reinforcing Bars: ASTM A 615/A 615M, Grade 60 (Grade 420), deformed.

B. Plain-Steel Wire: ASTM A 82, as drawn.

C. Plain-Steel Welded Wire Reinforcement: ASTM A 185, fabricated from as-drawn steel wire

into flat sheets.

D. Deformed-Steel Welded Wire Reinforcement: ASTM A 497, flat sheet.

2.3 CONCRETE MATERIALS

A. Cementitious Material: Use the following cementitious materials, of the same type, brand, and

source throughout Project:

1. Portland Cement: ASTM C 150, Type I. Supplement with the following:

a. Fly Ash: ASTM C 618, Class F.

b. Ground Granulated Blast-Furnace Slag: ASTM C 989, Grade 100 or 120.

B. Normal-Weight Aggregate: ASTM C 33, graded, 1-1/2-inch (38-mm) nominal maximum

aggregate size.

C. Lightweight Aggregate: ASTM C 330, 1-inch (25-mm) nominal maximum aggregate size.

D. Water: ASTM C 94/C 94M; potable.

E. Synthetic Fiber: Monofilament or fibrillated polypropylene fibers engineered and designed for

use in concrete pavement, complying with ASTM C 1116, Type III, 1/2 to 1-1/2 inches (13 to

38 mm) long.

2.4 ADMIXTURES

A. Air-Entraining Admixture: ASTM C 260.

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CDB 816-010-039 CAST-IN-PLACE CONCRETE 033053 - 3

B. Chemical Admixtures: Provide admixtures certified by manufacturer to be compatible with

other admixtures and that will not contribute water-soluble chloride ions exceeding those

permitted in hardened concrete. Do not use calcium chloride or admixtures containing calcium

chloride.

1. Water-Reducing Admixture: ASTM C 494/C 494M, Type A.

2. Retarding Admixture: ASTM C 494/C 494M, Type B.

3. Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type D.

4. High-Range, Water-Reducing Admixture: ASTM C 494/C 494M, Type F.

5. High-Range, Water-Reducing and Retarding Admixture: ASTM C 494/C 494M,

Type G.

6. Plasticizing and Retarding Admixture: ASTM C 1017/C 1017M, Type II.

2.5 RELATED MATERIALS

A. Vapor Retarder: Multi-ply reinforced polyethylene sheet, ASTM E 1745, Class C, or

polyethylene sheet, ASTM D 4397, not less than 10 mils (0.25 mm) thick.

B. Joint-Filler Strips: ASTM D 1751, asphalt-saturated cellulosic fiber, or ASTM D 1752, cork or

self-expanding cork.

2.6 CURING MATERIALS

A. Evaporation Retarder: Waterborne, monomolecular film forming; manufactured for application

to fresh concrete.

B. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing

approximately 9 oz./sq. yd. (305 g/sq. m) when dry.

C. Moisture-Retaining Cover: ASTM C 171, polyethylene film or white burlap-polyethylene

sheet.

D. Water: Potable.

E. Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class B.

F. Clear, Waterborne, Membrane-Forming Curing and Sealing Compound: ASTM C 1315,

Type 1, Class A.

2.7 CONCRETE MIXTURES

A. Comply with ACI 301 requirements for concrete mixtures.

B. Normal-Weight Concrete: Prepare design mixes, proportioned according to ACI 301, as

follows:

1. Minimum Compressive Strength: 4500 psi (31 MPa) at 28 days.

2. Maximum Water-Cementitious Materials Ratio: 0.50.

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CDB 816-010-039 CAST-IN-PLACE CONCRETE 033053 - 4

3. Slump Limit: 4 inches (100 mm), plus or minus 1 inch (25 mm).

4. Air Content: Maintain within range permitted by ACI 301. Do not allow air content of

floor slabs to receive troweled finishes to exceed 3 percent.

2.8 CONCRETE MIXING

A. Ready-Mixed Concrete: Measure, batch, mix, and deliver concrete according to

ASTM C 94/C 94M and ASTM C 1116, and furnish batch ticket information.

1. When air temperature is above 90 deg F (32 deg C), reduce mixing and delivery time to

60 minutes.

B. Project-Site Mixing: Measure, batch, and mix concrete materials and concrete according to

ASTM C 94/C 94M. Mix concrete materials in appropriate drum-type batch machine mixer.

1. For mixer capacity of 1 cu. yd. (0.76 cu. m) or smaller, continue mixing at least 1-1/2

minutes, but not more than 5 minutes after ingredients are in mixer, before any part of

batch is released.

2. For mixer capacity larger than 1 cu. yd. (0.76 cu. m), increase mixing time by 15 seconds

for each additional 1 cu. yd. (0.76 cu. m).

3. Provide batch ticket for each batch discharged and used in the Work, indicating Project

identification name and number, date, mix type, mix time, quantity, and amount of water

added. Record approximate location of final deposit in structure.

PART 3 - EXECUTION

3.1 FORMWORK

A. Design, construct, erect, brace, and maintain formwork according to ACI 301.

3.2 VAPOR RETARDERS

A. Install, protect, and repair vapor retarders according to ASTM E 1643; place sheets in position

with longest dimension parallel with direction of pour.

1. Lap joints 6 inches (150 mm) and seal with manufacturer's recommended adhesive or

joint tape.

3.3 STEEL REINFORCEMENT

A. Comply with CRSI's "Manual of Standard Practice" for fabricating, placing, and supporting

reinforcement.

1. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before

placing concrete.

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CDB 816-010-039 CAST-IN-PLACE CONCRETE 033053 - 5

3.4 JOINTS

A. General: Construct joints true to line with faces perpendicular to surface plane of concrete.

B. Construction Joints: Locate and install so strength and appearance of concrete are not impaired,

at locations indicated or as approved by Architect.

C. Contraction Joints in Slabs-on-Grade: Form weakened-plane contraction joints, sectioning

concrete into areas as indicated. Construct contraction joints for a depth equal to at least one-

fourth of concrete thickness, as follows:

1. Grooved Joints: Form contraction joints after initial floating by grooving and finishing

each edge of joint with groover tool to a radius of 1/8 inch (3.2 mm). Repeat grooving of

contraction joints after applying surface finishes. Eliminate groover marks on concrete

surfaces.

2. Sawed Joints: Form contraction joints with power saws equipped with shatterproof

abrasive or diamond-rimmed blades. Cut 1/8-inch- (3.2-mm-) wide joints into concrete

when cutting action will not tear, abrade, or otherwise damage surface and before

concrete develops random contraction cracks.

D. Isolation Joints: Install joint-filler strips at junctions with slabs-on-grade and vertical surfaces,

such as column pedestals, foundation walls, grade beams, and other locations, as indicated.

1. Extend joint fillers full width and depth of joint, terminating flush with finished concrete

surface, unless otherwise indicated.

3.5 CONCRETE PLACEMENT

A. Comply with ACI 301 for measuring, batching, mixing, transporting, and placing concrete.

B. Before test sampling and placing concrete, water may be added at Project site, subject to

limitations of ACI 301.

C. Do not add water to concrete during delivery, at Project site, or during placement.

D. Consolidate concrete with mechanical vibrating equipment.

3.6 FINISHING FORMED SURFACES

A. Smooth-Formed Finish: As-cast concrete texture imparted by form-facing material, arranged in

an orderly and symmetrical manner with a minimum of seams. Repair and patch tie holes and

defective areas. Remove fins and other projections exceeding 1/8 inch (3 mm).

1. Apply to concrete surfaces exposed to public view, to receive a rubbed finish, or to be

covered with a coating or covering material applied directly to concrete.

B. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed surfaces

adjacent to formed surfaces, strike off smooth and finish with a texture matching adjacent

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CDB 816-010-039 CAST-IN-PLACE CONCRETE 033053 - 6

formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent

unformed surfaces, unless otherwise indicated.

3.7 FINISHING UNFORMED SURFACES

A. General: Comply with ACI 302.1R for screeding, restraightening, and finishing operations for

concrete surfaces. Do not wet concrete surfaces.

B. Screed surfaces with a straightedge and strike off. Begin initial floating using bull floats or

darbies to form a uniform and open-textured surface plane before excess moisture or bleedwater

appears on surface.

1. Do not further disturb surfaces before starting finishing operations.

C. Trowel Finish: Apply a hard trowel finish to surfaces indicated and to floor and slab surfaces

exposed to view or to be covered with resilient flooring, carpet, ceramic or quarry tile set over a

cleavage membrane, paint, or another thin film-finish coating system.

3.8 CONCRETE PROTECTING AND CURING

A. General: Protect freshly placed concrete from premature drying and excessive cold or hot

temperatures. Comply with ACI 306.1 for cold-weather protection and with ACI 301 for hot-

weather protection during curing.

B. Evaporation Retarder: Apply evaporation retarder to concrete surfaces if hot, dry, or windy

conditions cause moisture loss approaching 0.2 lb/sq. ft. x h (1 kg/sq. m x h) before and during

finishing operations. Apply according to manufacturer's written instructions after placing,

screeding, and bull floating or darbying concrete, but before float finishing.

C. Begin curing after finishing concrete but not before free water has disappeared from concrete

surface.

D. Curing Methods: Cure formed and unformed concrete for at least seven days by one or a

combination of the following methods:

1. Moisture Curing: Keep surfaces continuously moist for not less than seven days with the

following materials:

a. Water.

b. Continuous water-fog spray.

c. Absorptive cover, water saturated and kept continuously wet. Cover concrete

surfaces and edges with 12-inch (300-mm) lap over adjacent absorptive covers.

2. Moisture-Retaining-Cover Curing: Cover concrete surfaces with moisture-retaining

cover for curing concrete, placed in widest practicable width, with sides and ends lapped

at least 12 inches (300 mm), and sealed by waterproof tape or adhesive. Cure for not less

than seven days. Immediately repair any holes or tears during curing period using cover

material and waterproof tape.

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3. Curing Compound: Apply uniformly in continuous operation by power spray or roller

according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall

within three hours after initial application. Maintain continuity of coating and repair

damage during curing period.

4. Curing and Sealing Compound: Apply uniformly to floors and slabs indicated in a

continuous operation by power spray or roller according to manufacturer's written

instructions. Recoat areas subjected to heavy rainfall within three hours after initial

application. Repeat process 24 hours later and apply a second coat. Maintain continuity

of coating and repair damage during curing period.

a. Apply only to floors indicated to act as permanent surface finish.

3.9 FIELD QUALITY CONTROL

A. Testing Agency: General Contractor shall engage a qualified independent testing and

inspecting agency to sample materials, perform tests, and submit test reports during concrete

placement according to requirements specified in this Article.

B. Tests: Perform according to ACI 301.

1. Testing Frequency: One composite sample shall be obtained for each day's pour of each

concrete mix exceeding 5 cu. yd. (4 cu. m) but less than 25 cu. yd. (19 cu. m), plus one

set for each additional 50 cu. yd. (38 cu. m) or fraction thereof.

2. Testing Frequency: One composite sample shall be obtained for each 100 cu. yd. (76 cu.

m) or fraction thereof of each concrete mix placed each day.

3.10 REPAIRS

A. Remove and replace concrete that does not comply with requirements in this Section.

END OF SECTION 033053

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CDB 816-010-039 LIGHTWEIGHT INSULATING CONCRETE 035216 - 1

DIVISION 3 – CONCRETE

SECTION 035216 – LIGHTWEIGHT INSULATING CONCRETE

PART 1 - GENERAL

1.1 WORK INCLUDES

A. Base Bid:

1. General Contractor Provide:

a. Cast-in-place cellular concrete.

b. Accessories.

1.2 RELATED WORK

A. Specified Elsewhere:

1. Section 033000 "Cast-in-Place Concrete" for requirements for normal-weight and

structural lightweight concrete, including formwork, reinforcement, and concrete

materials and mixes.

1.3 SUBMITTALS

A. Product Data: For each type of product indicated. Include mixing and application instructions

for each type of lightweight insulating concrete.

B. Shop Drawings: Include plans, sections, and details showing roof slopes, lightweight insulating

concrete thicknesses, embedded insulation board, roof penetrations, roof perimeter terminations

and curbs, control and expansion joints, and roof drains.

C. Design Mixtures: For each lightweight insulating concrete mix.

D. Product Certificates: For the following, from manufacturer:

1. Cementitious materials.

2. Foaming agents.

3. Admixtures.

E. Material Test Reports: For lightweight aggregates, from a qualified testing agency, indicating

compliance with requirements.

1.4 QUALITY ASSURANCE

A. Preinstallation Conference: Conduct conference at Project site.

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CDB 816-010-039 LIGHTWEIGHT INSULATING CONCRETE 035216 - 2

1.5 DELIVERY, STORAGE, AND HANDLING

A. Deliver materials in manufacturer's original undamaged packages or acceptable bulk containers.

B. Store packaged materials to protect them from elements or physical damage.

C. Do not use cement that shows indications of moisture damage, caking, or other deterioration.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Cementitious Material: Portland cement, ASTM C 150, Type I, Type II , or Type III.

B. Foaming Agent: ASTM C 796.

C. Water: Clean, potable.

D. Air-Entraining Admixture: ASTM C 260.

E. Joint Filler: ASTM C 612, Class 2, glass-fiber type; compressing to one-half thickness under a

load of 25 psi (172 kPa).

F. Steel Wire Mesh: Cold-drawn steel wire, galvanized, 0.041-inch (1.04-mm) diameter, woven

into 2-inch (50-mm) hexagonal mesh, and reinforced with a longitudinal 0.062-inch- (1.57-mm-

) diameter wire spaced 3 inches (75 mm) apart.

G. Galvanized Plain-Steel Welded Wire Reinforcement: ASTM A 185/A 185M, 2 by 2 inches (50

by 50 mm), W0.5 by W0.5, fabricated from galvanized steel wire into flat sheets.

2.2 DESIGN MIXTURES

A. Prepare design mixtures for each type and strength of lightweight insulating concrete by

laboratory trial batch method or by field-test data method. For trial batch method, use a

qualified independent testing agency for preparing and reporting proposed mixture designs.

1. Limit use of fly ash to not exceed 25 percent of portland cement by weight.

B. Limit water-soluble chloride ions to the maximum percentage by weight of cement or

cementitious material permitted by ACI 301 (ACI 301M).

2.3 LOW DENSITY CELLULAR CONCRETE

A. Produce lightweight insulating concrete using the minimum amount of water necessary to

produce a workable mix.

1. Do not exceed maximum air content recommended by aggregate manufacturer.

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CDB 816-010-039 LIGHTWEIGHT INSULATING CONCRETE 035216 - 3

B. Mix: Lightweight, low density, cellular concrete produced from cementitious materials, water,

and air-entraining admixture.

1. As-Cast Unit Weight: 24 to 30 lb/cu. ft. at point of placement, when tested according to

ASTM C 138/C 138M.

2. Compressive Strength: Minimum 40 psi, when tested according to ASTM C 495.

3. Flow Consistency: Greater than 7-inches, when tested according to ASTM D 6107.

PART 3 - EXECUTION

3.1 PREPARATION

A. Control Joints: Install control joints at perimeter of roof deck and at junctures with vertical

surfaces, including curbs, walls, and vents, for full depth of lightweight insulating concrete. Fill

control joints with joint filler.

1. Provide 1-inch- (25-mm-) wide control joints for roof dimensions up to 100 feet (30 m)

in length; 1-1/2-inch- (38-mm-) wide control joints for roof dimensions exceeding 100

feet (30 m).

B. Wire Mesh: Place steel wire mesh with longest dimension perpendicular to steel deck ribs. Cut

mesh to fit around roof openings and projections. Terminate mesh at control joints. Lap sides

and ends of mesh at least 6 inches (150 mm).

C. Welded Wire Reinforcement: Place steel welded wire reinforcement with longest dimension

perpendicular to steel deck ribs. Cut reinforcement to fit around roof openings and projections.

Terminate reinforcement at control joints. Lap sides and ends of reinforcement at least 6 inches

(150 mm).

3.2 MIXING AND PLACING

A. Mix and place lightweight insulating concrete according to manufacturer's written instructions,

using equipment and procedures to avoid segregation of mixture and loss of air content.

B. Deposit and screed lightweight insulating concrete in a continuous operation until an entire

panel or section of floor area is completed. Do not vibrate or work mix except for screeding or

floating. Place to depths and slopes indicated.

C. Finish top surface smooth, free of ridges and depressions, and maintain surface in condition to

receive subsequent flooring system.

D. Begin curing operations immediately after placement, and air cure for not less than three days,

according to manufacturer's written instructions.

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CDB 816-010-039 LIGHTWEIGHT INSULATING CONCRETE 035216 - 4

3.3 DEFECTIVE WORK

A. Refinish, or remove and replace, lightweight insulating concrete if surfaces are excessively

scaled or too rough to receive roofing according to roofing membrane manufacturer's written

instructions.

B. Remove and replace lightweight insulating concrete that fails to comply with requirements.

END OF SECTION 035216

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CDB 816-010-039 METAL FABRICATIONS 055000 - 1

DIVISION 5 – METALS

SECTION 055000 – METAL FABRICATIONS

PART 1 - GENERAL

1.1 WORK INCLUDES

A. Base Bid:

1. General Contractor Provide:

a. Steel framing and supports for applications where framing and supports are not

specified in other Sections.

1.2 ACTION SUBMITTALS

A. Product Data: For the following:

1. Paint products.

2. Grout.

B. Shop Drawings: Show fabrication and installation details for metal fabrications.

1. Include plans, elevations, sections, and details of metal fabrications and their

connections. Show anchorage and accessory items.

1.3 INFORMATIONAL SUBMITTALS

A. Welding certificates.

B. Paint Compatibility Certificates: From manufacturers of topcoats applied over shop primers

certifying that shop primers are compatible with topcoats.

1.4 QUALITY ASSURANCE

A. Welding Qualifications: Qualify procedures and personnel according to AWS D1.1/D1.1M,

"Structural Welding Code - Steel."

1.5 PROJECT CONDITIONS

A. Field Measurements: Verify actual locations of walls and other construction contiguous with

metal fabrications by field measurements before fabrication.

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CDB 816-010-039 METAL FABRICATIONS 055000 - 2

1.6 COORDINATION

A. Coordinate selection of shop primers with topcoats to be applied over them. Comply with paint

and coating manufacturers' written recommendations to ensure that shop primers and topcoats

are compatible with one another.

B. Coordinate installation of anchorages. Furnish setting drawings, templates, and directions for

installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral

anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in

time for installation.

PART 2 - PRODUCTS

2.1 METALS, GENERAL

A. Metal Surfaces, General: Provide materials with smooth, flat surfaces unless otherwise

indicated. For metal fabrications exposed to view in the completed Work, provide materials

without seam marks, roller marks, rolled trade names, or blemishes.

2.2 FERROUS METALS

A. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M.

B. Steel Tubing: ASTM A 500, cold-formed steel tubing.

C. Steel Pipe: ASTM A 53/A 53M, standard weight (Schedule 40) unless otherwise indicated.

D. Slotted Channel Framing: Cold-formed metal box channels (struts) complying with MFMA-4.

1. Size of Channels: 1-5/8 by 1-5/8 inches (41 by 41 mm).

2. Material: Cold-rolled steel, ASTM A 1008/A 1008M, 0.0966-inch (2.5-mm) minimum

thickness; coated with rust-inhibitive, baked-on, acrylic enamel.

2.3 FASTENERS

A. General: Unless otherwise indicated, provide Type 304 stainless-steel fasteners for exterior use

and zinc-plated fasteners with coating complying with ASTM B 633 or ASTM F 1941

(ASTM F 1941M), Class Fe/Zn 5, at exterior walls. Select fasteners for type, grade, and class

required.

1. Provide stainless-steel fasteners for fastening aluminum.

2. Provide stainless-steel fasteners for fastening stainless steel.

3. Provide stainless-steel fasteners for fastening nickel silver.

4. Provide bronze fasteners for fastening bronze.

B. Steel Bolts and Nuts: Regular hexagon-head bolts, ASTM A 307, Grade A (ASTM F 568M,

Property Class 4.6); with hex nuts, ASTM A 563 (ASTM A 563M); and, where indicated, flat

washers.

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CDB 816-010-039 METAL FABRICATIONS 055000 - 3

C. Steel Bolts and Nuts: Regular hexagon-head bolts, ASTM A 325, Type 3 (ASTM A 325M,

Type 3); with hex nuts, ASTM A 563, Grade C3 (ASTM A 563M, Class 8S3); and, where

indicated, flat washers.

D. Stainless-Steel Bolts and Nuts: Regular hexagon-head annealed stainless-steel bolts,

ASTM F 593 (ASTM F 738M); with hex nuts, ASTM F 594 (ASTM F 836M); and, where

indicated, flat washers; Alloy Group 1 (A1).

E. Anchor Bolts: ASTM F 1554, Grade 36, of dimensions indicated; with nuts, ASTM A 563;

and, where indicated, flat washers.

1. Hot-dip galvanize or provide mechanically deposited, zinc coating where item being

fastened is indicated to be galvanized.

F. Eyebolts: ASTM A 489.

G. Machine Screws: ASME B18.6.3 (ASME B18.6.7M).

H. Lag Screws: ASME B18.2.1 (ASME B18.2.3.8M).

I. Wood Screws: Flat head, ASME B18.6.1.

J. Plain Washers: Round, ASME B18.22.1 (ASME B18.22M).

K. Lock Washers: Helical, spring type, ASME B18.21.1 (ASME B18.21.2M).

L. Anchors, General: Anchors capable of sustaining, without failure, a load equal to six times the

load imposed when installed in unit masonry and four times the load imposed when installed in

concrete, as determined by testing according to ASTM E 488, conducted by a qualified

independent testing agency.

M. Cast-in-Place Anchors in Concrete: Either threaded type or wedge type unless otherwise

indicated; galvanized ferrous castings, either ASTM A 47/A 47M malleable iron or

ASTM A 27/A 27M cast steel. Provide bolts, washers, and shims as needed, all hot-dip

galvanized per ASTM F 2329.

N. Post-Installed Anchors: Torque-controlled expansion anchors or chemical anchors.

1. Material for Interior Locations: Carbon-steel components zinc plated to comply with

ASTM B 633 or ASTM F 1941 (ASTM F 1941M), Class Fe/Zn 5, unless otherwise

indicated.

2. Material for Exterior Locations and Where Stainless Steel is Indicated: Alloy Group 1

(A1) stainless-steel bolts, ASTM F 593 (ASTM F 738M), and nuts, ASTM F 594

(ASTM F 836M).

O. Slotted-Channel Inserts: Cold-formed, hot-dip galvanized-steel box channels (struts) complying

with MFMA-4, 1-5/8 by 7/8 inches (41 by 22 mm) by length indicated with anchor straps or

studs not less than 3 inches (75 mm) long at not more than 8 inches (200 mm) o.c. Provide with

temporary filler and tee-head bolts, complete with washers and nuts, all zinc-plated to comply

with ASTM B 633, Class Fe/Zn 5, as needed for fastening to inserts.

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CDB 816-010-039 METAL FABRICATIONS 055000 - 4

2.4 MISCELLANEOUS MATERIALS

A. Welding Rods and Bare Electrodes: Select according to AWS specifications for metal alloy

welded.

B. Universal Shop Primer: Fast-curing, lead- and chromate-free, universal modified-alkyd primer

complying with MPI#79 and compatible with topcoat.

1. Use primer containing pigments that make it easily distinguishable from zinc-rich primer.

C. Epoxy Zinc-Rich Primer: Complying with MPI#20 and compatible with topcoat.

D. Galvanizing Repair Paint: High-zinc-dust-content paint complying with SSPC-Paint 20 and

compatible with paints specified to be used over it.

E. Bituminous Paint: Cold-applied asphalt emulsion complying with ASTM D 1187.

F. Nonshrink, Nonmetallic Grout: Factory-packaged, nonstaining, noncorrosive, nongaseous grout

complying with ASTM C 1107. Provide grout specifically recommended by manufacturer for

interior and exterior applications.

2.5 FABRICATION, GENERAL

A. Shop Assembly: Preassemble items in the shop to greatest extent possible. Disassemble units

only as necessary for shipping and handling limitations. Use connections that maintain

structural value of joined pieces. Clearly mark units for reassembly and coordinated

installation.

B. Cut, drill, and punch metals cleanly and accurately. Remove burrs and ease edges to a radius of

approximately 1/32 inch (1 mm) unless otherwise indicated. Remove sharp or rough areas on

exposed surfaces.

C. Form bent-metal corners to smallest radius possible without causing grain separation or

otherwise impairing work.

D. Form exposed work with accurate angles and surfaces and straight edges.

E. Weld corners and seams continuously to comply with the following:

1. Use materials and methods that minimize distortion and develop strength and corrosion

resistance of base metals.

2. Obtain fusion without undercut or overlap.

3. Remove welding flux immediately.

4. At exposed connections, finish exposed welds and surfaces smooth and blended so no

roughness shows after finishing and contour of welded surface matches that of adjacent

surface.

F. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners or

welds where possible. Where exposed fasteners are required, use Phillips flat-head

(countersunk) fasteners unless otherwise indicated. Locate joints where least conspicuous.

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CDB 816-010-039 METAL FABRICATIONS 055000 - 5

G. Fabricate seams and other connections that will be exposed to weather in a manner to exclude

water. Provide weep holes where water may accumulate.

H. Cut, reinforce, drill, and tap metal fabrications as indicated to receive finish hardware, screws,

and similar items.

I. Provide for anchorage of type indicated; coordinate with supporting structure. Space anchoring

devices to secure metal fabrications rigidly in place and to support indicated loads.

1. Where units are indicated to be cast into concrete or built into masonry, equip with

integrally welded steel strap anchors, 1/8 by 1-1/2 inches (3.2 by 38 mm), with a

minimum 6-inch (150-mm) embedment and 2-inch (50-mm) hook, not less than 8 inches

(200 mm) from ends and corners of units and 24 inches (600 mm) o.c., unless otherwise

indicated.

2.6 MISCELLANEOUS FRAMING AND SUPPORTS

A. General: Provide steel framing and supports not specified in other Sections as needed to

complete the Work.

B. Fabricate units from steel shapes, plates, and bars of welded construction unless otherwise

indicated. Fabricate to sizes, shapes, and profiles indicated and as necessary to receive adjacent

construction.

1. Fabricate units from slotted channel framing where indicated.

2. Furnish inserts for units installed after concrete is placed.

C. Fabricate supports for operable partitions from continuous steel beams of sizes indicated or as

recommended by partition manufacturer with attached bearing plates, anchors, and braces as

indicated or as recommended by partition manufacturer. Drill or punch bottom flanges of

beams to receive partition track hanger rods; locate holes where indicated on operable partition

Shop Drawings.

D. Galvanize miscellaneous framing and supports where indicated.

E. Prime miscellaneous framing and supports with zinc-rich primer where indicated.

2.7 MISCELLANEOUS STEEL TRIM

A. Unless otherwise indicated, fabricate units from steel shapes, plates, and bars of profiles shown

with continuously welded joints and smooth exposed edges. Miter corners and use concealed

field splices where possible.

B. Provide cutouts, fittings, and anchorages as needed to coordinate assembly and installation with

other work.

1. Provide with integrally welded steel strap anchors for embedding in concrete or masonry

construction.

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

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CDB 816-010-039 METAL FABRICATIONS 055000 - 6

C. Galvanize exterior miscellaneous steel trim.

D. Prime miscellaneous steel trim with zinc-rich primer.

2.8 LOOSE BEARING AND LEVELING PLATES

A. Provide loose bearing and leveling plates for steel items bearing on masonry or concrete

construction. Drill plates to receive anchor bolts and for grouting.

B. Galvanize plates.

C. Prime plates with zinc-rich primer.

2.9 STEEL WELD PLATES AND ANGLES

A. Provide steel weld plates and angles not specified in other Sections, for items supported from

concrete construction as needed to complete the Work. Provide each unit with no fewer than

two integrally welded steel strap anchors for embedding in concrete.

2.10 FINISHES, GENERAL

A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for

recommendations for applying and designating finishes.

B. Finish metal fabrications after assembly.

C. Finish exposed surfaces to remove tool and die marks and stretch lines, and to blend into

surrounding surface.

2.11 STEEL AND IRON FINISHES

A. Galvanizing: Hot-dip galvanize items as indicated to comply with ASTM A 153/A 153M for

steel and iron hardware and with ASTM A 123/A 123M for other steel and iron products.

1. Do not quench or apply post galvanizing treatments that might interfere with paint

adhesion.

B. Shop prime iron and steel items not indicated to be galvanized unless they are to be embedded

in concrete, sprayed-on fireproofing, or masonry, or unless otherwise indicated.

C. Preparation for Shop Priming: Prepare surfaces to comply with requirements indicated below:

1. Other Items: SSPC-SP 3, "Power Tool Cleaning."

D. Shop Priming: Apply shop primer to comply with SSPC-PA 1, "Paint Application Specification

No. 1: Shop, Field, and Maintenance Painting of Steel," for shop painting.

1. Stripe paint corners, crevices, bolts, welds, and sharp edges.

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 METAL FABRICATIONS 055000 - 7

PART 3 - EXECUTION

3.1 INSTALLATION, GENERAL

A. Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required for installing

metal fabrications. Set metal fabrications accurately in location, alignment, and elevation; with

edges and surfaces level, plumb, true, and free of rack; and measured from established lines and

levels.

B. Fit exposed connections accurately together to form hairline joints. Weld connections that are

not to be left as exposed joints but cannot be shop welded because of shipping size limitations.

Do not weld, cut, or abrade surfaces of exterior units that have been hot-dip galvanized after

fabrication and are for bolted or screwed field connections.

C. Field Welding: Comply with the following requirements:

1. Use materials and methods that minimize distortion and develop strength and corrosion

resistance of base metals.

2. Obtain fusion without undercut or overlap.

3. Remove welding flux immediately.

4. At exposed connections, finish exposed welds and surfaces smooth and blended so no

roughness shows after finishing and contour of welded surface matches that of adjacent

surface.

D. Fastening to In-Place Construction: Provide anchorage devices and fasteners where metal

fabrications are required to be fastened to in-place construction. Provide threaded fasteners for

use with concrete and masonry inserts, toggle bolts, through bolts, lag screws, wood screws, and

other connectors.

E. Provide temporary bracing or anchors in formwork for items that are to be built into concrete,

masonry, or similar construction.

F. Corrosion Protection: Coat concealed surfaces of aluminum that will come into contact with

grout, concrete, masonry, wood, or dissimilar metals with the following:

1. Cast Aluminum: Heavy coat of bituminous paint.

2. Extruded Aluminum: Two coats of clear lacquer.

3.2 INSTALLING MISCELLANEOUS FRAMING AND SUPPORTS

A. General: Install framing and supports to comply with requirements of items being supported,

including manufacturers' written instructions and requirements indicated on Shop Drawings.

B. Anchor supports for operable partitions securely to and rigidly brace from building structure.

C. Support steel girders on solid grouted masonry, concrete, or steel pipe columns. Secure girders

with anchor bolts embedded in grouted masonry or concrete or with bolts through top plates of

pipe columns.

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 METAL FABRICATIONS 055000 - 8

1. Where grout space under bearing plates is indicated for girders supported on concrete or

masonry, install as specified in "Installing Bearing and Leveling Plates" Article.

D. Install pipe columns on concrete footings with grouted baseplates. Position and grout column

baseplates as specified in "Installing Bearing and Leveling Plates" Article.

1. Grout baseplates of columns supporting steel girders after girders are installed and

leveled.

3.3 INSTALLING BEARING AND LEVELING PLATES

A. Clean concrete and masonry bearing surfaces of bond-reducing materials, and roughen to

improve bond to surfaces. Clean bottom surface of plates.

B. Set bearing and leveling plates on wedges, shims, or leveling nuts. After bearing members have

been positioned and plumbed, tighten anchor bolts. Do not remove wedges or shims but, if

protruding, cut off flush with edge of bearing plate before packing with grout.

1. Pack grout solidly between bearing surfaces and plates to ensure that no voids remain.

3.4 ADJUSTING AND CLEANING

A. Touchup Painting: Immediately after erection, clean field welds, bolted connections, and

abraded areas. Paint uncoated and abraded areas with the same material as used for shop

painting to comply with SSPC-PA 1 for touching up shop-painted surfaces.

1. Apply by brush or spray to provide a minimum 2.0-mil (0.05-mm) dry film thickness.

B. Galvanized Surfaces: Clean field welds, bolted connections, and abraded areas and repair

galvanizing to comply with ASTM A 780.

END OF SECTION 055000

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 ROUGH CARPENTRY 061000 - 1

DIVISION 6 – WOOD & PLASTICS

SECTION 061000 - ROUGH CARPENTRY

PART 1 - GENERAL

1.1 WORK INCLUDES

A. Base Bid:

1. General Contractor Provide:

a. Wood blocking, cants, and nailers.

b. Wood furring and grounds.

c. Plywood backing panels.

1.2 DEFINITIONS

A. Dimension Lumber: Lumber of 2 inches nominal or greater but less than 5 inches nominal in

least dimension.

B. Lumber grading agencies, and the abbreviations used to reference them, include the following:

1. NeLMA: Northeastern Lumber Manufacturers' Association.

2. NLGA: National Lumber Grades Authority.

3. SPIB: The Southern Pine Inspection Bureau.

4. WCLIB: West Coast Lumber Inspection Bureau.

5. WWPA: Western Wood Products Association.

1.3 ACTION SUBMITTALS

A. Product Data: For each type of process and factory-fabricated product. Indicate component

materials and dimensions and include construction and application details.

1. Include data for wood-preservative treatment from chemical treatment manufacturer and

certification by treating plant that treated materials comply with requirements. Indicate

type of preservative used and net amount of preservative retained.

2. For products receiving a waterborne treatment, include statement that moisture content of

treated materials was reduced to levels specified before shipment to Project site.

3. Include copies of warranties from chemical treatment manufacturers for each type of

treatment.

1.4 INFORMATIONAL SUBMITTALS

A. Material Certificates: For dimension lumber specified to comply with minimum allowable unit

stresses. Indicate species and grade selected for each use and design values approved by the

ALSC Board of Review.

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 ROUGH CARPENTRY 061000 - 2

B. Evaluation Reports: For the following, from ICC-ES:

1. Wood-preservative-treated wood.

2. Power-driven fasteners.

3. Powder-actuated fasteners.

4. Expansion anchors.

1.5 QUALITY ASSURANCE

A. Testing Agency Qualifications: For testing agency providing classification marking for fire-

retardant treated material, an inspection agency acceptable to authorities having jurisdiction that

periodically performs inspections to verify that the material bearing the classification marking is

representative of the material tested.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Stack lumber flat with spacers beneath and between each bundle to provide air circulation.

Protect lumber from weather by covering with waterproof sheeting, securely anchored. Provide

for air circulation around stacks and under coverings.

PART 2 - PRODUCTS

2.1 WOOD PRODUCTS, GENERAL

A. Lumber: DOC PS 20 and applicable rules of grading agencies indicated. If no grading agency

is indicated, provide lumber that complies with the applicable rules of any rules-writing agency

certified by the ALSC Board of Review. Provide lumber graded by an agency certified by the

ALSC Board of Review to inspect and grade lumber under the rules indicated.

1. Factory mark each piece of lumber with grade stamp of grading agency.

2. Where nominal sizes are indicated, provide actual sizes required by DOC PS 20 for

moisture content specified. Where actual sizes are indicated, they are minimum dressed

sizes for dry lumber.

3. Provide dressed lumber, S4S, unless otherwise indicated.

B. Maximum Moisture Content of Lumber: 19 percent, unless otherwise indicated.

2.2 MISCELLANEOUS LUMBER

A. General: Provide miscellaneous lumber indicated and lumber for support or attachment of other

construction, including the following:

1. Blocking.

2. Nailers.

3. Utility shelving.

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 ROUGH CARPENTRY 061000 - 3

B. For items of dimension lumber size, provide Construction or No. 2 grade lumber of any species.

C. For utility shelving, provide lumber with 19 percent maximum moisture content and any of the

following species and grades:

1. Eastern white pine, Idaho white, lodgepole, ponderosa, or sugar pine; Standard or

No. 3 Common grade; NeLMA, NLGA, WCLIB, or WWPA.

2. Mixed southern pine; No. 1 grade; SPIB.

3. Hem-fir or hem-fir (north); Construction or No. 2 Common grade; NLGA, WCLIB, or

WWPA.

4. Spruce-pine-fir (south) or spruce-pine-fir; Construction or No. 2 Common grade;

NeLMA, NLGA, WCLIB, or WWPA.

D. For concealed boards, provide lumber with 19 percent maximum moisture content and any

of the following species and grades:

1. Mixed southern pine; No. 2 grade; SPIB.

2. Hem-fir or hem-fir (north); Construction or No. 2 Common grade; NLGA, WCLIB, or

WWPA.

3. Spruce-pine-fir (south) or spruce-pine-fir; Construction or No. 2 Common grade;

NeLMA, NLGA, WCLIB, or WWPA.

4. Eastern softwoods; No. 2 Common grade; NeLMA.

5. Northern species; No. 2 Common grade; NLGA.

6. Western woods; Construction or No. 2 Common grade; WCLIB or WWPA.

E. For blocking not used for attachment of other construction, Utility, Stud, or No. 3 grade lumber

of any species may be used provided that it is cut and selected to eliminate defects that will

interfere with its attachment and purpose.

F. For blocking and nailers used for attachment of other construction, select and cut lumber to

eliminate knots and other defects that will interfere with attachment of other work.

2.3 PLYWOOD BACKING PANELS

A. Equipment Backing Panels: DOC PS 1, Exterior, AC, in thickness indicated or, if not indicated,

not less than 3/4-inch (19-mm) nominal thickness.

2.4 FASTENERS

A. General: Provide fasteners of size and type indicated that comply with requirements specified

in this article for material and manufacture.

1. Where rough carpentry is exposed to weather, in ground contact, pressure-preservative

treated, or in area of high relative humidity, provide fasteners of Type 304 stainless steel.

B. Nails, Brads, and Staples: ASTM F 1667.

C. Power-Driven Fasteners: NES NER-272.

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

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CDB 816-010-039 ROUGH CARPENTRY 061000 - 4

D. Wood Screws: ASME B18.6.1.

E. Lag Bolts: ASME B18.2.1 (ASME B18.2.3.8M).

F. Bolts: Steel bolts complying with ASTM A 307, Grade A (ASTM F 568M, Property Class 4.6);

with ASTM A 563 (ASTM A 563M) hex nuts and, where indicated, flat washers.

G. Expansion Anchors: Anchor bolt and sleeve assembly of material indicated below with

capability to sustain, without failure, a load equal to six times the load imposed when installed

in unit masonry assemblies and equal to four times the load imposed when installed in concrete

as determined by testing per ASTM E 488 conducted by a qualified independent testing and

inspecting agency.

1. Material: Stainless steel with bolts and nuts complying with ASTM F 593 and

ASTM F 594, Alloy Group 1 or 2 (ASTM F 738M and ASTM F 836M, Grade A1 or

A4).

2.5 MISCELLANEOUS MATERIALS

A. Sill-Sealer Gaskets: Glass-fiber-resilient insulation, fabricated in strip form, for use as a sill

sealer; 1-inch (25-mm) nominal thickness, compressible to 1/32 inch (0.8 mm); selected from

manufacturer's standard widths to suit width of sill members indicated.

B. Flexible Flashing: Composite, self-adhesive, flashing product consisting of a pliable, butyl

rubber or rubberized-asphalt compound, bonded to a high-density polyethylene film, aluminum

foil, or spunbonded polyolefin to produce an overall thickness of not less than 0.025 inch (0.6

mm).

PART 3 - EXECUTION

3.1 INSTALLATION, GENERAL

A. Framing Standard: Comply with AF&PA's WCD 1, "Details for Conventional Wood Frame

Construction," unless otherwise indicated.

B. Install sill sealer gasket to form continuous seal between sill plates and foundation walls.

C. Do not splice structural members between supports unless otherwise indicated.

D. Provide blocking and framing as indicated and as required to support facing materials, fixtures,

specialty items, and trim.

1. Provide metal clips for fastening gypsum board or lath at corners and intersections where

framing or blocking does not provide a surface for fastening edges of panels. Space clips

not more than 16 inches (406 mm) o.c.

E. Provide fire blocking in furred spaces, stud spaces, and other concealed cavities as indicated and

as follows:

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 ROUGH CARPENTRY 061000 - 5

1. Fire block furred spaces of walls, at each floor level, at ceiling, and at not more than 96

inches (2438 mm) o.c. with solid wood blocking or noncombustible materials accurately

fitted to close furred spaces.

2. Fire block concealed spaces of wood-framed walls and partitions at each floor level, at

ceiling line of top story, and at not more than 96 inches (2438 mm) o.c. Where fire

blocking is not inherent in framing system used, provide closely fitted solid wood blocks

of same width as framing members and 2-inch nominal- (38-mm actual-) thickness.

3. Fire block concealed spaces between floor sleepers with same material as sleepers to

limit concealed spaces to not more than 100 sq. ft. (9.3 sq. m) and to solidly fill space

below partitions.

4. Fire block concealed spaces behind combustible cornices and exterior trim at not more

than 20 feet (6 m) o.c.

F. Sort and select lumber so that natural characteristics will not interfere with installation or with

fastening other materials to lumber. Do not use materials with defects that interfere with

function of member or pieces that are too small to use with minimum number of joints or

optimum joint arrangement.

G. Comply with AWPA M4 for applying field treatment to cut surfaces of preservative-treated

lumber.

1. Use inorganic boron for items that are continuously protected from liquid water.

2. Use copper naphthenate for items not continuously protected from liquid water.

H. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated,

complying with the following:

1. NES NER-272 for power-driven fasteners.

2. Table 2304.9.1, "Fastening Schedule," in ICC's International Building Code.

3. Table R602.3(1), "Fastener Schedule for Structural Members," and Table R602.3(2),

"Alternate Attachments," in ICC's International Residential Code for One- and Two-

Family Dwellings.

I. Use steel common nails unless otherwise indicated. Select fasteners of size that will not fully

penetrate members where opposite side will be exposed to view or will receive finish materials.

Make tight connections between members. Install fasteners without splitting wood. Drive nails

snug but do not countersink nail heads unless otherwise indicated.

3.2 PROTECTION

A. Protect wood that has been treated with inorganic boron (SBX) from weather. If, despite

protection, inorganic boron-treated wood becomes wet, apply EPA-registered borate treatment.

Apply borate solution by spraying to comply with EPA-registered label.

B. Protect rough carpentry from weather. If, despite protection, rough carpentry becomes

sufficiently wet that moisture content exceeds that specified, apply EPA-registered borate

treatment. Apply borate solution by spraying to comply with EPA-registered label.

END OF SECTION 061000

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 INTERIOR ARCHITECTURAL WOODWORK 064023 - 1

DIVISION 6 – WOOD & PLASTICS

SECTION 064023 – INTERIOR ARCHITECTURAL WOODWORK

PART 1 - GENERAL

1.1 WORK INCLUDES

A. Base Bid:

1. General Contractor Provide:

a. Architectural wall panels.

b. Shelving and hanger rod.

1.2 RELATED WORK

A. Specified Elsewhere:

1. Section 061000 - Rough Carpentry for wood furring, blocking, shims, and hanging strips

required for installing woodwork and concealed within other construction before

woodwork installation.

1.3 DEFINITIONS

A. Interior architectural woodwork includes wood furring, blocking, shims, and hanging strips for

installing woodwork items unless concealed within other construction before woodwork

installation.

B. MDF: Medium-density fiberboard.

C. MDO: Plywood with a medium-density overlay on the face.

1.4 SUBMITTALS

A. Product Data: For each type of product indicated, including cabinet hardware and accessories.

B. Product Data: For plastic laminates, decorative laminates, solid-surfacing material cabinet

hardware and accessories.

C. Shop Drawings: Show location of each item, dimensioned plans and elevations, large-scale

details, attachment devices, and other components.

1. Show locations and sizes of furring, blocking, and hanging strips, including concealed

blocking and reinforcement specified in other Sections.

2. Show locations and sizes of cutouts and holes for plumbing fixtures faucets soap

dispensers and other items installed in architectural woodwork.

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

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CDB 816-010-039 INTERIOR ARCHITECTURAL WOODWORK 064023 - 2

D. Samples for Verification:

1. Laminates, 8 by 10 inches (200 by 250 mm), for each type, color, pattern, and surface

finish, with 1 sample applied to core material and specified edge material applied to 1

edge.

2. Solid-surfacing materials, 6 inches (150 mm) square.

3. Exposed cabinet hardware and accessories, one unit for each type and finish.

1.5 QUALITY ASSURANCE

A. Fabricator Qualifications: Shop that employs skilled workers who custom-fabricate products

similar to those required for this Project and whose products have a record of successful in-

service performance.

B. Quality Standard: Unless otherwise indicated, comply with AWI's "Architectural Woodwork

Quality Standards" for grades of interior architectural woodwork indicated for construction,

finishes, installation, and other requirements.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Stack lumber, plywood, and other panels flat with spacers between each bundle to provide air

circulation. Protect materials from weather by covering with waterproof sheeting, securely

anchored. Provide for air circulation around stacks and under coverings.

B. Deliver interior finish carpentry materials only when environmental conditions meet

requirements specified for installation areas. If interior finish carpentry materials must be

stored in other than installation areas, store only where environmental conditions meet

requirements specified for installation areas.

C. Do not deliver woodwork until painting and similar operations that could damage woodwork

have been completed in installation areas. If woodwork must be stored in other than installation

areas, store only in areas where environmental conditions comply with requirements specified

in "Project Conditions" Article.

1.7 PROJECT CONDITIONS

A. Environmental Limitations: Do not deliver or install woodwork until building is enclosed, wet

work is complete, and HVAC system is operating and maintaining temperature and relative

humidity at occupancy levels during the remainder of the construction period.

B. Do not install finish carpentry materials that are wet, moisture damaged, or mold damaged.

1. Indications that materials are wet or moisture damaged include, but are not limited to,

discoloration, sagging, or irregular shape.

2. Indications that materials are mold damaged include, but are not limited to, fuzzy or

splotchy surface contamination and discoloration.

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CDB 816-010-039 INTERIOR ARCHITECTURAL WOODWORK 064023 - 3

C. Field Measurements: Where woodwork is indicated to fit to other construction, verify

dimensions of other construction by field measurements before fabrication, and indicate

measurements on Shop Drawings. Coordinate fabrication schedule with construction progress

to avoid delaying the Work.

1. Locate concealed framing, blocking, and reinforcements that support woodwork by field

measurements before being enclosed, and indicate measurements on Shop Drawings.

2. Established Dimensions: Where field measurements cannot be made without delaying

the Work, establish dimensions and proceed with fabricating woodwork without field

measurements. Provide allowance for trimming at site, and coordinate construction to

ensure that actual dimensions correspond to established dimensions.

1.8 COORDINATION

A. Coordinate sizes and locations of framing, blocking, furring, reinforcements, and other related

units of Work specified in other Sections to ensure that interior architectural woodwork can be

supported and installed as indicated.

B. Hardware Coordination: Distribute copies of approved hardware schedule specified in

Division 08 Section "Door Hardware (Scheduled by Describing Products)" to fabricator of

architectural woodwork; coordinate Shop Drawings and fabrication with hardware

requirements.

PART 2 - PRODUCTS

2.1 MATERIALS

A. General: Provide materials that comply with requirements of AWI's quality standard for each

type of woodwork and quality grade specified, unless otherwise indicated.

B. Wood Products: Comply with the following:

1. Hardboard: AHA A135.4.

2. Medium-Density Fiberboard (MDF): ANSI A208.2, Grade MD, made with binder

containing no urea formaldehyde.

3. Particleboard: ANSI A208.1, Grade M-2-Exterior Glue.

4. Softwood Plywood: DOC PS 1, Medium Density Overlay.

C. Architectural Wall Panels:

1. Acceptable Manufacturers: Subject to compliance with requirements, provide decorative

laminate wall covering by one of the following manufacturers:

a. Interlam, Inc.:

1) Type 1 – Color and Pattern: Interlam, SOT 002

2) Type 2 – Color and Pattern: Interlam, SOT 002x2

3) Type 3 – Color and Pattern: Interlam, SOT 002x4

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CDB 816-010-039 INTERIOR ARCHITECTURAL WOODWORK 064023 - 4

4) Type 4 – Color and Pattern: Interlam, Bead

b. Marotte:

1) Type 1 – Color and Pattern: Marotte, Thalweg 03

2) Type 2 – Color and Pattern: Marotte, Thalweg 33

3) Type 3 – Color and Pattern: Marotte, Thalweg 07

4) Type 4 – Color and Pattern: Marotte, Bareline 21

c. Pladec Architectural Decorative Panels:

1) Type 1 – Color and Pattern: Pladec, F006-16

2) Type 2 – Color and Pattern: Pladec, F007-16

3) Type 3 – Color and Pattern: Pladec, F017-16

4) Type 4 – Color and Pattern: Pladec, F001-16

D. Exposed Panel Edges: Legs of metal channels forming reveals as indicated on Drawings.

1. Stainless-steel channels, 1 by 1 by 1/16 inch (25.4 by 25.4 by 1.6 mm) thick.

E. Panel Finish: Painted, custom colors to be selected from full range of manufacturer’s products.

2.2 MISCELLANEOUS MATERIALS

A. Furring, Blocking, and Shims: Fire-retardant-treated softwood lumber, kiln dried to less than 15

percent moisture content.

B. Concealed Panel-Hanger Clips: Select material, type, size, and finish required for each

substrate for secure anchorage

C. Anchors: Select material, type, size, and finish required for each substrate for secure anchorage.

Provide nonferrous-metal or hot-dip galvanized anchors and inserts on inside face of exterior

walls and elsewhere as required for corrosion resistance. Provide toothed-steel or lead

expansion sleeves for drilled-in-place anchors.

D. Adhesives, General: Do not use adhesives that contain urea formaldehyde.

E. VOC Limits for Installation Adhesives and Glues: Use installation adhesives that comply with

the following limits for VOC content when calculated according to 40 CFR 59, Subpart D (EPA

Method 24):

1. Wood Glues: 30 g/L.

2. Contact Adhesive: 250 g/L.

2.3 FABRICATION, GENERAL

A. Interior Woodwork Grade: Unless otherwise indicated, provide Custom-grade interior

woodwork complying with referenced quality standard.

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

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CDB 816-010-039 INTERIOR ARCHITECTURAL WOODWORK 064023 - 5

B. Wood Moisture Content: Comply with requirements of referenced quality standard for wood

moisture content in relation to ambient relative humidity during fabrication and in installation

areas.

C. Complete fabrication, including assembly and hardware application, to maximum extent

possible before shipment to Project site. Disassemble components only as necessary for

shipment and installation. Where necessary for fitting at site, provide ample allowance for

scribing, trimming, and fitting.

1. Notify Architect seven days in advance of the dates and times woodwork fabrication will

be complete.

2. Trial fit assemblies at fabrication shop that cannot be shipped completely assembled.

Install dowels, screws, bolted connectors, and other fastening devices that can be

removed after trial fitting. Verify that various parts fit as intended and check

measurements of assemblies against field measurements indicated on Shop Drawings

before disassembling for shipment.

D. Shop-cut openings to maximum extent possible to receive hardware, appliances, plumbing

fixtures, electrical work, and similar items. Locate openings accurately and use templates or

roughing-in diagrams to produce accurately sized and shaped openings. Sand edges of cutouts

to remove splinters and burrs.

2.4 SHELVING

A. Shelving: Made from high pressure laminate, 3/4 inch (19 mm) thick.

B. Standards for Adjustable Shelf Supports: BHMA A156.9, B04071; powder-coat-finished steel.

C. Adjustable Shelf Supports: BHMA A156.9, B04081 or B04091; powder-coat-finished steel.

PART 3 - EXECUTION

3.1 PREPARATION

A. Before installation, condition woodwork to average prevailing humidity conditions in

installation areas.

B. Before installing architectural woodwork, examine shop-fabricated work for completion and

complete work as required, including removal of packing and backpriming.

3.2 INSTALLATION

A. Grade: Install woodwork to comply with requirements for the same grade specified in Part 2 for

fabrication of type of woodwork involved.

B. Assemble woodwork and complete fabrication at Project site to comply with requirements for

fabrication in Part 2, to extent that it was not completed in the shop.

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CDB 816-010-039 INTERIOR ARCHITECTURAL WOODWORK 064023 - 6

C. Anchor paneling to supporting substrate with concealed panel-hanger clips. Do not use face

fastening unless covered by trim or otherwise indicated.

D. Install woodwork level, plumb, true, and straight. Shim as required with concealed shims.

Install level and plumb (including tops) to a tolerance of 1/8 inch in 96 inches (3 mm in 2400

mm).

E. Scribe and cut woodwork to fit adjoining work, refinish cut surfaces, and repair damaged finish

at cuts.

F. Anchor woodwork to anchors or blocking built in or directly attached to substrates. Secure with

countersunk, concealed fasteners and blind nailing as required for complete installation. Use

fine finishing nails or finishing screws for exposed fastening, countersunk and filled flush with

woodwork and matching final finish if transparent finish is indicated.

3.3 SHELVING AND CLOTHES ROD INSTALLATION

A. Install standards for adjustable shelf supports according to manufacturer's written instructions.

Fasten to framing members, blocking, or metal backing, or use toggle bolts or hollow wall

anchors. Space fasteners not more than 12 inches (300 mm) o.c.

B. Cut shelves to neatly fit openings with only enough gap to allow shelves to be removed and

reinstalled. Install shelves, fully seated on cleats, brackets, and supports.

1. Fasten shelves to brackets to comply with bracket manufacturer's written instructions.

3.4 ADJUSTING AND CLEANING

A. Repair damaged and defective woodwork, where possible, to eliminate functional and visual

defects; where not possible to repair, replace woodwork. Adjust joinery for uniform

appearance. Clean, lubricate, and adjust hardware.

B. Clean woodwork on exposed and semiexposed surfaces. Touch up shop-applied finishes to

restore damaged or soiled areas.

END OF SECTION 064023

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CDB 816-010-039 JOINT SEALANTS 079200 - 1

DIVISION 7 – THERMAL AND MOISTURE PROTECTION

SECTION 079200 – JOINT SEALANTS

PART 1 - GENERAL

1.1 WORK INCLUDES

A. Base Bid:

1. General Contractor Provide:

a. Silicone joint sealants.

b. Latex joint sealants.

1.2 SUBMITTALS

A. Product Data: For each joint-sealant product indicated.

B. Samples: For each kind and color of joint sealant required.

C. Joint-Sealant Schedule: Include the following information:

1. Joint-sealant application, joint location, and designation.

2. Joint-sealant manufacturer and product name.

3. Joint-sealant formulation.

4. Joint-sealant color.

PART 2 - PRODUCTS

2.1 MATERIALS, GENERAL

A. Liquid-Applied Joint Sealants: Comply with ASTM C 920 and other requirements indicated for

each liquid-applied joint sealant specified, including those referencing ASTM C 920

classifications for type, grade, class, and uses related to exposure and joint substrates.

B. Stain-Test-Response Characteristics: Where sealants are specified to be nonstaining to porous

substrates, provide products that have undergone testing according to ASTM C 1248 and have

not stained porous joint substrates indicated for Project.

2.2 SILICONE JOINT SEALANTS

A. Neutral-Curing Silicone Joint Sealant SS-1: ASTM C 920.

1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following :

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 JOINT SEALANTS 079200 - 2

a. BASF Building Systems.

b. Dow Corning Corporation.

c. GE Advanced Materials - Silicones.

d. May National Associates, Inc.

e. Pecora Corporation.

f. Polymeric Systems, Inc.

g. Schnee-Morehead, Inc.

h. Sika Corporation; Construction Products Division.

i. Tremco Incorporated.

2. Type: Single component (S).

3. Grade: Nonsag (NS).

4. Class: 100/50.

5. Uses Related to Exposure: Nontraffic (NT).

2.3 LATEX JOINT SEALANTS

A. Latex Joint Sealant LS-1: Acrylic latex or siliconized acrylic latex, ASTM C 834, Type OP,

Grade NF.

1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following :

a. BASF Building Systems.

b. Bostik, Inc.

c. May National Associates, Inc.

d. Pecora Corporation.

e. Schnee-Morehead, Inc.

f. Tremco Incorporated.

2.4 JOINT SEALANT BACKING

A. Cylindrical Sealant Backings: ASTM C 1330, Type C (closed-cell material with a surface skin)

Type O (open-cell material) Type B (bicellular material with a surface skin) or any of the

preceding types, as approved in writing by joint-sealant manufacturer for joint application

indicated, and of size and density to control sealant depth and otherwise contribute to producing

optimum sealant performance.

B. Bond-Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant

manufacturer.

2.5 MISCELLANEOUS MATERIALS

A. Primer: Material recommended by joint-sealant manufacturer where required for adhesion of

sealant to joint substrates indicated, as determined from preconstruction joint-sealant-substrate

tests and field tests.

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CDB 816-010-039 JOINT SEALANTS 079200 - 3

B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants

and sealant backing materials.

C. Masking Tape: Non-staining, nonabsorbent material compatible with joint sealants and surfaces

adjacent to joints.

PART 3 - EXECUTION

3.1 PREPARATION

A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to

comply with joint-sealant manufacturer's written instructions.

1. Remove laitance and form-release agents from concrete.

2. Clean nonporous joint substrate surfaces with chemical cleaners or other means that do

not stain, harm substrates, or leave residues capable of interfering with adhesion of joint

sealants.

B. Joint Priming: Prime joint substrates where recommended by joint-sealant manufacturer or as

indicated by preconstruction joint-sealant-substrate tests or prior experience. Apply primer to

comply with joint-sealant manufacturer's written instructions. Confine primers to areas of joint-

sealant bond; do not allow spillage or migration onto adjoining surfaces.

C. Masking Tape: Use masking tape where required to prevent contact of sealant or primer with

adjoining surfaces that otherwise would be permanently stained or damaged by such contact or

by cleaning methods required to remove sealant smears. Remove tape immediately after tooling

without disturbing joint seal.

3.2 INSTALLATION

A. Sealant Installation Standard: Comply with recommendations in ASTM C 1193 for use of joint

sealants as applicable to materials, applications, and conditions indicated.

B. Install sealant backings of kind indicated to support sealants during application and at position

required to produce cross-sectional shapes and depths of installed sealants relative to joint

widths that allow optimum sealant movement capability.

1. Do not leave gaps between ends of sealant backings.

2. Do not stretch, twist, puncture, or tear sealant backings.

3. Remove absorbent sealant backings that have become wet before sealant application and

replace them with dry materials.

C. Install bond-breaker tape behind sealants where sealant backings are not used between sealants

and backs of joints.

D. Install sealants using proven techniques that comply with the following and at the same time

backings are installed:

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

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CDB 816-010-039 JOINT SEALANTS 079200 - 4

1. Place sealants so they directly contact and fully wet joint substrates.

2. Completely fill recesses in each joint configuration.

3. Produce uniform, cross-sectional shapes and depths relative to joint widths that allow

optimum sealant movement capability.

E. Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or

curing begins, tool sealants according to requirements specified in subparagraphs below to form

smooth, uniform beads of configuration indicated; to eliminate air pockets; and to ensure

contact and adhesion of sealant with sides of joint.

1. Remove excess sealant from surfaces adjacent to joints.

2. Use tooling agents that are approved in writing by sealant manufacturer and that do not

discolor sealants or adjacent surfaces.

3. Provide concave joint profile per Figure 8A in ASTM C 1193, unless otherwise

indicated.

F. Clean off excess sealant or sealant smears adjacent to joints as the Work progresses by methods

and with cleaning materials approved in writing by manufacturers of joint sealants and of

products in which joints occur.

3.3 JOINT-SEALANT SCHEDULE

A. Joint-Sealant Application – JS-1: Interior joints in vertical surfaces and horizontal non-traffic

surfaces.

1. Joint Locations:

a. Perimeter joints between interior wall surfaces and aluminum frames of interior

doors.

b. Other joints as indicated.

2. Joint Sealant: SS-1.

3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors.

B. Joint-Sealant Application – JS-2: Interior joints in vertical surfaces and horizontal non-traffic

surfaces.

1. Joint Locations:

a. Control and expansion joints on exposed interior surfaces of exterior walls.

b. Vertical joints on exposed surfaces of interior partitions.

c. Perimeter joints between interior wall surfaces and hollow metal frames of interior

doors.

d. Other joints as indicated.

2. Joint Sealant: LS-1.

3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors.

END OF SECTION 079200

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 HOLLOW METAL FRAMES 081113 - 1

DIVISION 8 – OPENINGS

SECTION 081113 – HOLLOW METAL FRAMES

PART 1 - GENERAL

1.1 WORK INCLUDES

A. Base Bid:

1. General Contractor Provide:

a. Premium hollow metal frames.

1.2 RELATED WORK

A. Specified Elsewhere:

1. Section 081416 – Flush Wood Doors for doors installed in hollow metal frames.

2. Section 087100 – Door Hardware for door hardware for hollow metal frames.

1.3 SUBMITTALS

A. Product Data: For each type of product indicated. Include construction details, material

descriptions, core descriptions, fire-resistance rating, temperature-rise ratings, and finishes.

B. Shop Drawings: Include the following:

1. Frame details for each frame type, including dimensioned profiles and metal thicknesses.

2. Locations of reinforcement and preparations for hardware.

3. Details of each different wall opening condition.

4. Details of anchorages, joints, field splices, and connections.

C. Schedule: Provide a schedule of hollow metal work prepared by or under the supervision of

supplier, using same reference numbers for details and openings as those on Drawings.

Coordinate with door hardware schedule.

1.4 QUALITY ASSURANCE

A. Source Limitations: Obtain hollow metal work from single source from single manufacturer.

1.5 DELIVERY, STORAGE, AND HANDLING

A. Deliver hollow metal work palletized, wrapped, or crated to provide protection during transit

and Project-site storage. Do not use non-vented plastic.

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CDB 816-010-039 HOLLOW METAL FRAMES 081113 - 2

1. Provide additional protection to prevent damage to finish of factory-finished units.

B. Deliver welded frames with two removable spreader bars across bottom of frames, tack welded

to jambs and mullions.

C. Store hollow metal work under cover at Project site. Place in stacks of five units maximum in a

vertical position with heads up, spaced by blocking, on minimum 4-inch- (102-mm-) high wood

blocking. Do not store in a manner that traps excess humidity.

1. Provide minimum 1/4-inch (6-mm) space between each stacked door to permit air

circulation.

1.6 PROJECT CONDITIONS

A. Field Measurements: Verify actual dimensions of openings by field measurements before

fabrication.

1.7 COORDINATION

A. Coordinate installation of anchorages for hollow metal frames. Furnish setting drawings,

templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor

bolts, and items with integral anchors. Deliver such items to Project site in time for installation.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Manufacturers: Subject to compliance with requirements, available manufacturers offering

products that may be incorporated into the Work include, but are not limited to, the following:

1. Amweld Building Products, LLC.

2. Ceco Door Products; an Assa Abloy Group company.

3. Curries Company; an Assa Abloy Group company.

4. Habersham Metal Products Company.

5. Kewanee Corporation (The).

6. LaForce

7. Steelcraft; an Ingersoll-Rand company.

2.2 MATERIALS

A. Cold-Rolled Steel Sheet: ASTM A 1008/A 1008M, Commercial Steel (CS), Type B; suitable

for exposed applications.

B. Hot-Rolled Steel Sheet: ASTM A 1011/A 1011M, Commercial Steel (CS), Type B; free of

scale, pitting, or surface defects; pickled and oiled.

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CDB 816-010-039 HOLLOW METAL FRAMES 081113 - 3

C. Metallic-Coated Steel Sheet: ASTM A 653/A 653M, Commercial Steel (CS), Type B; with

minimum G60 (Z180) or A60 (ZF180) metallic coating.

D. Frame Anchors: ASTM A 591/A 591M, Commercial Steel (CS), 40Z (12G) coating

designation; mill phosphatized.

1. For anchors built into exterior walls, steel sheet complying with ASTM A 1008/A 1008M

or ASTM A 1011/A 1011M, hot-dip galvanized according to ASTM A 153/A 153M,

Class B.

E. Inserts, Bolts, and Fasteners: Hot-dip galvanized according to ASTM A 153/A 153M.

F. Powder-Actuated Fasteners in Concrete: Fastener system of type suitable for application

indicated, fabricated from corrosion-resistant materials, with clips or other accessory devices for

attaching hollow metal frames of type indicated.

G. Grout: ASTM C 476, except with a maximum slump of 4 inches (102 mm), as measured

according to ASTM C 143/C 143M.

H. Mineral-Fiber Insulation: ASTM C 665, Type I (blankets without membrane facing); consisting

of fibers manufactured from slag or rock wool with 6- to 12-lb/cu. ft. (96- to 192-kg/cu. m)

density; with maximum flame-spread and smoke-development indexes of 25 and 50,

respectively; passing ASTM E 136 for combustion characteristics.

I. Glazing: Comply with requirements in Division 08 Section "Glazing."

J. Bituminous Coating: Cold-applied asphalt mastic, SSPC-Paint 12, compounded for 15-mil

(0.4-mm) dry film thickness per coat. Provide inert-type noncorrosive compound free of

asbestos fibers, sulfur components, and other deleterious impurities.

2.3 PREMIUM HOLLOW METAL FRAMES

A. General: Fabricate frames of construction indicated. Close contact edges of corner joints tight

with faces mitered and stops butted or mitered. Continuously weld faces and soffits and finish

faces smooth. Comply with ANSI/NAAMM-HMMA 861.

1. Door Frames for Openings 48 Inches Wide or Less: Fabricated from 0.053-inch-thick

steel sheet.

2. Door Frames for Openings More Than 48 Inches Wide: Fabricated from 0.067-inch-

thick steel sheet.

3. Sidelight and Transom Frames: Fabricated from same thickness material as adjacent

door frame.

4. Borrowed-Light Frames: Fabricated from 0.053-inch-thick steel sheet.

B. Interior Frames: Fabricated from cold-rolled steel sheet unless metallic-coated sheet is

indicated.

C. Hardware Reinforcement: Fabricate according to ANSI/NAAMM-HMMA 861 with

reinforcing plates from same material as frame.

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CDB 816-010-039 HOLLOW METAL FRAMES 081113 - 4

D. Head Reinforcement: Provide minimum 0.093-inch-thick, steel channel or angle stiffener for

opening widths more than 48 inches.

2.4 FRAME ANCHORS

A. Jamb Anchors:

1. Stud-Wall Type: Designed to engage stud, welded to back of frames; not less than 0.042

inch thick.

2. Compression Type for Drywall Slip-on Frames: Adjustable compression anchors.

B. Floor Anchors: Formed from same material as frames, not less than 0.042 inch thick, and as

follows:

1. Monolithic Concrete Slabs: Clip-type anchors, with two holes to receive fasteners.

2. Separate Topping Concrete Slabs: Adjustable-type anchors with extension clips,

allowing not less than 2-inch height adjustment. Terminate bottom of frames at finish

floor surface.

2.5 STOPS AND MOLDINGS

A. Moldings for Glazed Lites in Doors: Minimum 0.032 inch thick, fabricated from same material

as door face sheet in which they are installed.

B. Fixed Frame Moldings: Formed integral with hollow metal frames, a minimum of 5/8 inch high

unless otherwise indicated.

C. Loose Stops for Glazed Lites in Frames: Minimum 0.032 inch thick, fabricated from same

material as frames in which they are installed.

2.6 FABRICATION

A. Fabricate hollow metal work to be rigid and free of defects, warp, or buckle. Accurately form

metal to required sizes and profiles, with minimum radius for thickness of metal. Where

practical, fit and assemble units in manufacturer's plant. To ensure proper assembly at Project

site, clearly identify work that cannot be permanently factory assembled before shipment.

B. Tolerances: Fabricate hollow metal work to tolerances indicated in SDI 117 and

ANSI/NAAMM-HMMA 861.

C. Hollow Metal Frames: Where frames are fabricated in sections due to shipping or handling

limitations, provide alignment plates or angles at each joint, fabricated of same thickness metal

as frames.

1. Welded Frames: Weld flush face joints continuously; grind, fill, dress, and make smooth,

flush, and invisible.

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

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CDB 816-010-039 HOLLOW METAL FRAMES 081113 - 5

2. Sidelight and Transom Bar Frames: Provide closed tubular members with no visible face

seams or joints, fabricated from same material as door frame. Fasten members at

crossings and to jambs by butt welding.

3. Provide countersunk, flat- or oval-head exposed screws and bolts for exposed fasteners

unless otherwise indicated.

4. Grout Guards: Weld guards to frame at back of hardware mortises in frames to be

grouted.

5. Floor Anchors: Weld anchors to bottom of jambs and mullions with at least four spot

welds per anchor.

6. Jamb Anchors: Provide number and spacing of anchors as follows:

a. Masonry Type: Locate anchors not more than 18 inches from top and bottom of

frame. Space anchors not more than 32 inches o.c. and as follows:

1) Two anchors per jamb up to 60 inches high.

2) Three anchors per jamb from 60 to 90 inches high.

3) Four anchors per jamb from 90 to 120 inches high.

4) Four anchors per jamb plus 1 additional anchor per jamb for each 24 inches

or fraction thereof above 120 inches high.

b. Stud-Wall Type: Locate anchors not more than 18 inches from top and bottom of

frame. Space anchors not more than 32 inches o.c. and as follows:

1) Three anchors per jamb up to 60 inches high.

2) Four anchors per jamb from 60 to 90 inches high.

3) Five anchors per jamb from 90 to 96 inches high.

4) Five anchors per jamb plus 1 additional anchor per jamb for each 24 inches

or fraction thereof above 96 inches high.

5) Two anchors per head for frames above 42 inches wide and mounted in

metal-stud partitions.

c. Compression Type: Not less than two anchors in each jamb.

d. Post-Installed Expansion Type: Locate anchors not more than 6 inches from top

and bottom of frame. Space anchors not more than 26 inches o.c.

7. Door Silencers: Except on weather-stripped doors, drill stops to receive door silencers as

follows. Keep holes clear during construction.

a. Single-Door Frames: Drill stop in strike jamb to receive three door silencers.

b. Double-Door Frames: Drill stop in head jamb to receive two door silencers.

D. Fabricate concealed stiffeners, edge channels, and hardware reinforcement from either cold- or

hot-rolled steel sheet.

E. Hardware Preparation: Factory prepare hollow metal work to receive templated mortised

hardware; include cutouts, reinforcement, mortising, drilling, and tapping according to the Door

Hardware Schedule and templates furnished as specified in Section 087100 – Door Hardware.

1. Locate hardware as indicated, or if not indicated, according to ANSI/NAAMM-

HMMA 861.

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CDB 816-010-039 HOLLOW METAL FRAMES 081113 - 6

2. Reinforce doors and frames to receive nontemplated, mortised and surface-mounted door

hardware.

3. Comply with applicable requirements in ANSI/SDI A250.6 and ANSI/DHI A115 Series

specifications for preparation of hollow metal work for hardware.

4. Coordinate locations of conduit and wiring boxes for electrical connections with

Division 26 Sections.

F. Stops and Moldings: Provide stops and moldings around glazed lites where indicated. Form

corners of stops and moldings with butted or mitered hairline joints.

1. Single Glazed Lites: Provide fixed stops and moldings welded on secure side of hollow

metal work.

2. Multiple Glazed Lites: Provide fixed and removable stops and moldings so that each

glazed lite is capable of being removed independently.

3. Provide fixed frame moldings on outside of exterior and on secure side of interior doors

and frames.

4. Provide loose stops and moldings on inside of hollow metal work.

5. Coordinate rabbet width between fixed and removable stops with type of glazing and

type of installation indicated.

2.7 STEEL FINISHES

A. Prime Finish: Apply manufacturer's standard primer immediately after cleaning and pretreating.

1. Shop Primer: Manufacturer's standard, fast-curing, lead- and chromate-free primer

complying with ANSI/SDI A250.10 acceptance criteria; recommended by primer

manufacturer for substrate; compatible with substrate and field-applied coatings despite

prolonged exposure.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates, areas, and conditions, with Installer present, for compliance with

requirements for installation tolerances and other conditions affecting performance of the Work.

B. Examine roughing-in for embedded and built-in anchors to verify actual locations before frame

installation.

C. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 PREPARATION

A. Remove welded-in shipping spreaders installed at factory. Restore exposed finish by grinding,

filling, and dressing, as required to make repaired area smooth, flush, and invisible on exposed

faces.

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CDB 816-010-039 HOLLOW METAL FRAMES 081113 - 7

B. Prior to installation, adjust and securely brace welded hollow metal frames for squareness,

alignment, twist, and plumbness to the following tolerances:

1. Squareness: Plus or minus 1/16 inch, measured at door rabbet on a line 90 degrees from

jamb perpendicular to frame head.

2. Alignment: Plus or minus 1/16 inch, measured at jambs on a horizontal line parallel to

plane of wall.

3. Twist: Plus or minus 1/16 inch, measured at opposite face corners of jambs on parallel

lines, and perpendicular to plane of wall.

4. Plumbness: Plus or minus 1/16 inch, measured at jambs on a perpendicular line from

head to floor.

C. Drill and tap doors and frames to receive nontemplated, mortised, and surface-mounted door

hardware.

3.3 INSTALLATION

A. General: Install hollow metal work plumb, rigid, properly aligned, and securely fastened in

place; comply with Drawings and manufacturer's written instructions.

B. Hollow Metal Frames: Install hollow metal frames of size and profile indicated. Comply with

ANSI/SDI A250.11.

1. Set frames accurately in position, plumbed, aligned, and braced securely until permanent

anchors are set. After wall construction is complete, remove temporary braces, leaving

surfaces smooth and undamaged.

a. At fire-protection-rated openings, install frames according to NFPA 80.

b. Where frames are fabricated in sections because of shipping or handling

limitations, field splice at approved locations by welding face joint continuously;

grind, fill, dress, and make splice smooth, flush, and invisible on exposed faces.

c. Install frames with removable glazing stops located on secure side of opening.

d. Install door silencers in frames before grouting.

e. Remove temporary braces necessary for installation only after frames have been

properly set and secured.

f. Check plumbness, squareness, and twist of frames as walls are constructed. Shim

as necessary to comply with installation tolerances.

2. Floor Anchors: Provide floor anchors for each jamb and mullion that extends to floor,

and secure with post-installed expansion anchors.

a. Floor anchors may be set with powder-actuated fasteners instead of post-installed

expansion anchors if so indicated and approved on Shop Drawings.

3. Metal-Stud Partitions: Solidly pack mineral-fiber insulation behind frames.

4. In-Place Gypsum Board Partitions: Secure frames in place with post-installed expansion

anchors through floor anchors at each jamb. Countersink anchors, and fill and make

smooth, flush, and invisible on exposed faces.

5. Ceiling Struts: Extend struts vertically from top of frame at each jamb to overhead

structural supports or substrates above frame unless frame is anchored to masonry or to

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CDB 816-010-039 HOLLOW METAL FRAMES 081113 - 8

other structural support at each jamb. Bend top of struts to provide flush contact for

securing to supporting construction. Provide adjustable wedged or bolted anchorage to

frame jamb members.

6. Installation Tolerances: Adjust hollow metal door frames for squareness, alignment,

twist, and plumb to the following tolerances:

a. Squareness: Plus or minus 1/16 inch, measured at door rabbet on a line 90 degrees

from jamb perpendicular to frame head.

b. Alignment: Plus or minus 1/16 inch, measured at jambs on a horizontal line

parallel to plane of wall.

c. Twist: Plus or minus 1/16 inch, measured at opposite face corners of jambs on

parallel lines, and perpendicular to plane of wall.

d. Plumbness: Plus or minus 1/16 inch, measured at jambs at floor.

3.4 ADJUSTING AND CLEANING

A. Final Adjustments: Check and readjust operating hardware items immediately before final

inspection. Leave work in complete and proper operating condition. Remove and replace

defective work, including hollow metal work that is warped, bowed, or otherwise unacceptable.

B. Remove grout and other bonding material from hollow metal work immediately after

installation.

C. Prime-Coat Touchup: Immediately after erection, sand smooth rusted or damaged areas of

prime coat and apply touchup of compatible air-drying, rust-inhibitive primer.

END OF SECTION 081113

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

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CDB 816-010-039 FLUSH WOOD DOORS 081416 - 1

DIVISION 8 – OPENINGS

SECTION 081416 – FLUSH WOOD DOORS

PART 1 - GENERAL

1.1 WORK INCLUDES

A. Base Bid:

1. General Contractor Provide:

a. Solid-core doors with wood veneer faces.

b. Factory machining for hardware.

c. Job fitting flush wood doors to frames.

1.2 RELATED WORK

A. Specified elsewhere:

1. Section 087100 – Door Hardware for hardware in flush wood doors.

1.3 SUBMITTALS

A. Product Data: For each type of door indicated. Include details of core and edge construction

and trim for openings. Include factory-finishing specifications.

B. Shop Drawings: Indicate location, size, and hand of each door; elevation of each kind of door;

construction details not covered in Product Data; location and extent of hardware blocking; and

other pertinent data.

1. Indicate dimensions and locations of mortises and holes for hardware.

2. Indicate dimensions and locations of cutouts.

3. Indicate requirements for veneer matching.

4. Indicate doors to be factory finished and finish requirements.

5. Indicate fire-protection ratings for fire-rated doors.

C. Samples for Verification:

1. Wood Veneer: Minimum 6 inches (150 mm) square, for each color, texture, and pattern

selected.

D. Warranty: Sample of special warranty.

1.4 QUALITY ASSURANCE

A. Source Limitations: Obtain flush wood doors from single manufacturer.

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CDB 816-010-039 FLUSH WOOD DOORS 081416 - 2

B. Quality Standard: In addition to requirements specified, comply with AWI's "Architectural

Woodwork Quality Standards Illustrated."

1. Provide AWI Quality Certification Labels or an AWI letter of licensing for Project

indicating that doors comply with requirements of grades specified.

C. Fire-Rated Wood Doors: Doors complying with NFPA 80 that are listed and labeled by a

qualified testing agency, for fire-protection ratings indicated, based on testing at as close to

neutral pressure as possible according to NFPA 252 or UL 10C.

1. Oversize Fire-Rated Door Assemblies: For units exceeding sizes of tested assemblies,

provide certification by a qualified testing agency that doors comply with standard

construction requirements for tested and labeled fire-rated door assemblies except for

size.

1.5 DELIVERY, STORAGE, AND HANDLING

A. Comply with requirements of referenced standard and manufacturer's written instructions.

B. Package doors individually in plastic bags or cardboard cartons.

C. Mark each door on top and bottom rail with opening number used on Shop Drawings.

1.6 PROJECT CONDITIONS

A. Environmental Limitations: Do not deliver or install doors until spaces are enclosed and

weathertight, wet work in spaces is complete and dry, and HVAC system is operating and

maintaining ambient temperature and humidity conditions at occupancy levels during the

remainder of the construction period.

1.7 WARRANTY

A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or

replace doors that fail in materials or workmanship within specified warranty period.

1. Failures include, but are not limited to, the following:

a. Warping (bow, cup, or twist) more than 1/4 inch (6.4 mm) in a 42-by-84-inch

(1067-by-2134-mm) section.

b. Telegraphing of core construction in face veneers exceeding 0.01 inch in a 3-inch

(0.25 mm in a 76.2-mm) span.

2. Warranty shall also include installation and finishing that may be required due to repair

or replacement of defective doors.

3. Warranty Period for Solid-Core Interior Doors: Life of installation.

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

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CDB 816-010-039 FLUSH WOOD DOORS 081416 - 3

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Manufacturers: Subject to compliance with requirements, provide products by one of the

following:

1. Algoma Hardwoods, Inc.

2. Eagle Plywood & Door Manufacturing, Inc.

3. Eggers Industries.

4. Marshfield Door Systems, Inc.

5. Mohawk Flush Doors, Inc.; a Masonite company.

6. Oshkosh Architectural Door Company.

7. VT Industries Inc.

2.2 DOOR CONSTRUCTION, GENERAL

A. Particleboard-Core Doors:

1. Particleboard: ANSI A208.1, Grade LD-2 made with binder containing no urea-

formaldehyde resin.

a. Blocking: Provide wood blocking in particleboard-core doors as follows:5-inch

(125-mm) top-rail blocking, in doors indicated to have closers.

b. 5-inch (125-mm) bottom-rail blocking, in exterior doors and doors indicated to

have kick, mop, or armor plates.

2. Provide doors with either glued-wood-stave or structural-composite-lumber cores instead

of particleboard cores for doors indicated to receive exit devices.

B. Fire-Protection-Rated Doors: Provide core specified or mineral core as needed to provide fire-

protection rating indicated.

1. Edge Construction: Provide edge construction with intumescent seals concealed by outer

stile. Comply with specified requirements for exposed edges.

2. Pairs: Provide fire-retardant stiles that are listed and labeled for applications indicated

without formed-steel edges and astragals. Provide stiles with concealed intumescent

seals. Comply with specified requirements for exposed edges.

C. Mineral-Core Doors:

1. Core: Noncombustible mineral product complying with requirements of referenced

quality standard and testing and inspecting agency for fire-protection rating indicated.

2. Blocking: Provide composite blocking with improved screw-holding capability approved

for use in doors of fire-protection ratings indicated as follows:

a. 5-inch (125-mm) top-rail blocking.

b. 5-inch (125-mm) bottom-rail blocking, in doors indicated to have protection plates.

c. 5-inch (125-mm) midrail blocking, in doors indicated to have armor plates.

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CDB 816-010-039 FLUSH WOOD DOORS 081416 - 4

d. 4-1/2-by-10-inch (114-by-250-mm) lock blocks and 5-inch (125-mm) midrail

blocking, in doors indicated to have exit devices.

3. Edge Construction: At hinge stiles, provide laminated-edge construction with improved

screw-holding capability and split resistance. Comply with specified requirements for

exposed edges.

2.3 WOOD VENEER FACED DOORS

A. Interior Solid-Core Doors:

1. Grade: Premium.

2. Colors, Patterns, and Finishes: As indicated or as selected by Architect from

manufacturer's full range of products.

3. Exposed Vertical Edges: Hardwood edges for painting.

4. Core: Either glued wood stave or structural composite lumber.

5. Construction: Five plies.

a. Stiles and rails are bonded to core, then entire unit abrasive planed before faces

and crossbands are applied.

b. Faces are bonded to core using a hot press.

6. WDMA I.S.1-A Performance Grade: Extra Heavy Duty.

2.4 LIGHT FRAMES

A. Wood Beads for Light Openings in Wood Doors: Provide manufacturer's standard wood beads

as follows unless otherwise indicated.

1. Wood Species: Species compatible with door faces.

2. Profile: Flush rectangular beads.

B. Metal Frames for Light Openings in Fire-Rated Doors: Manufacturer's standard frame formed

of 0.048-inch- (1.2-mm-) thick, cold-rolled steel sheet; with baked-enamel- or powder-coated

finish; and approved for use in doors of fire-protection rating indicated.

2.5 FABRICATION

A. Factory fit doors to suit frame-opening sizes indicated. Comply with clearance requirements of

referenced quality standard for fitting unless otherwise indicated.

1. Comply with requirements in NFPA 80 for fire-rated doors.

B. Factory machine doors for hardware that is not surface applied. Locate hardware to comply

with DHI-WDHS-3. Comply with final hardware schedules, door frame Shop Drawings,

DHI A115-W series standards, and hardware templates.

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CDB 816-010-039 FLUSH WOOD DOORS 081416 - 5

1. Coordinate with hardware mortises in metal frames to verify dimensions and alignment

before factory machining.

2. Metal Astragals: Factory machine astragals and formed-steel edges for hardware for

pairs of fire-rated doors.

2.6 FACTORY FINISHING

A. General: Comply with referenced quality standard for factory finishing. Complete fabrication,

including fitting doors for openings and machining for hardware that is not surface applied,

before finishing.

1. Finish faces, all four edges, edges of cutouts, and mortises. Stains and fillers may be

omitted on top and bottom edges, edges of cutouts, and mortises.

B. Finish doors at factory.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine doors and installed door frames before hanging doors.

1. Verify that frames comply with indicated requirements for type, size, location, and swing

characteristics and have been installed with level heads and plumb jambs.

2. Reject doors with defects.

B. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 INSTALLATION

A. Installation Instructions: Install doors to comply with manufacturer's written instructions and

the referenced quality standard, and as indicated.

B. Job-Fitted Doors: Align and fit doors in frames with uniform clearances and bevels as indicated

below; do not trim stiles and rails in excess of limits set by manufacturer or permitted for fire-

rated doors. Machine doors for hardware. Seal edges of doors, edges of cutouts, and mortises

after fitting and machining.

1. Clearances: Provide 1/8 inch (3.2 mm) at heads, jambs, and between pairs of doors.

Provide 1/8 inch (3.2 mm) from bottom of door to top of decorative floor finish or

covering unless otherwise indicated. Where threshold is shown or scheduled, provide 1/4

inch (6.4 mm) from bottom of door to top of threshold unless otherwise indicated.

a. Comply with NFPA 80 for fire-rated doors.

2. Bevel non-fire-rated doors 1/8 inch in 2 inches (3-1/2 degrees) at lock and hinge edges.

3. Bevel fire-rated doors 1/8 inch in 2 inches (3-1/2 degrees) at lock edge; trim stiles and

rails only to extent permitted by labeling agency.

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CDB 816-010-039 FLUSH WOOD DOORS 081416 - 6

C. Factory-Fitted Doors: Align in frames for uniform clearance at each edge.

D. Factory-Finished Doors: Restore finish before installation if fitting or machining is required at

Project site.

3.3 ADJUSTING

A. Operation: Rehang or replace doors that do not swing or operate freely.

B. Finished Doors: Replace doors that are damaged or that do not comply with requirements.

Doors may be repaired or refinished if work complies with requirements and shows no evidence

of repair or refinishing.

C. Factory-Finished Doors: Repair or restore finish after installation if damage occurs as a result

of handling, fitting, or machining at Project site.

END OF SECTION 081416

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CDB 816-010-039 DOOR HARDWARE 08 7100 - 1

DIVISION 8 - OPENINGS

SECTION 08 7100 – DOOR HARDWARE

PART 1 - GENERAL

1.1 WORK INCLUDES

A. Base Bid:

1. General Contractor Provide:

a. Hardware for interior flush wood doors.

1.2 RELATED WORK

A. Specified Elsewhere:

1. Section 081113 – Hollow Metal Frames.

2. Section 081416 – Flush Wood Doors.

1.3 REFERENCE STANDARDS

A. American National Standards Institute (ANSI).

B. Builders Hardware Manufacturer’s Association (BHMA).

1. BHMA A156.1 - American National Standard for Butts and Hinges; Builders Hardware

Manufacturers Association, Inc.; 2006 (ANSI/BHMA A156.1).

2. BHMA A156.3 - American National Standard for Exit Devices; Builders Hardware

Manufacturers Association; 2001 (ANSI/BHMA A156.3).

3. BHMA A156.6 - American National Standard for Architectural Door Trim; Builders

Hardware Manufacturers Association; 2005 (ANSI/BHMA A156.6).

4. BHMA A156.7 - American National Standard for Template Hinge Dimensions; Builders

Hardware Manufacturers Association; 2003 (ANSI/BHMA A156.7).

5. BHMA A156.8 - American National Standard for Door Controls - Overhead Stops and

Holders; Builders Hardware Manufacturers Association, Inc.; 2005 (ANSI/BHMA

A156.8).

6. BHMA A156.13 - American National Standard for Mortise Locks & Latches; Builders

Hardware Manufacturers Association; 2005 (ANSI/BHMA A156.13).

7. BHMA A156.22 - American National Standard for Door Gasketing and Edge Seal

Systems, Builders Hardware Manufacturers Association; 2005 (ANSI/BHMA A156.22).

8. BHMA A156.31 - Electric Strikes and Frame Mounted Actuators; 2001 (ANSI/BHMA

A156.31).

C. National Fire Protection Association (NFPA).

1. NFPA 80 - Standard for Fire Doors and Other Opening Protectives; 2010.

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CDB 816-010-039 DOOR HARDWARE 08 7100 - 2

D. Steel Door Institute (SDI).

E. UL (BMD) - Building Materials Directory; Underwriters Laboratories Inc.; current edition.

1.4 ADMINISTRATIVE REQUIREMENTS

A. Coordinate the manufacture, fabrication, and installation of products onto which door hardware

will be installed.

B. Furnish templates for door and frame preparation to manufacturers and fabricators of products

requiring internal reinforcement for door hardware.

C. Coordinate Owner’s keying requirements and convey Owner's keying requirements to

manufacturers.

D. Preinstallation Meeting: Convene a preinstallation meeting one week prior to commencing

work of this section; require attendance by all affected installers.

E. Sequence installation to ensure utility connections are achieved in an orderly and expeditious

manner.

1.5 SUBMITTALS

A. Product Data: Manufacturer's catalog literature for each type of hardware, marked to clearly

show products to be furnished for this project.

B. Hardware Schedule: Detailed listing of each item of hardware to be installed on each door. Use

door numbering scheme as included in the Contract Documents. Identify electrically operated

items and include power requirements.

C. Keying Schedule: Coordinate requirements with Owner.

D. Manufacturer's Installation Instructions: Indicate special procedures, perimeter conditions

requiring special attention.

E. Project Record Documents: Record actual locations of concealed equipment, services, and

conduit.

F. Maintenance Data: Include data on operating hardware, lubrication requirements, and

inspection procedures related to preventative maintenance.

G. Keys: Deliver with identifying tags to Owner by security shipment direct from hardware

supplier.

H. Warranty: Submit manufacturer's warranty and ensure that forms have been completed in

Owner's name and registered with manufacturer.

I. Maintenance Tools: Furnish the following for Owner's use in maintenance of project.

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CDB 816-010-039 DOOR HARDWARE 08 7100 - 3

1. Tools: One set of all special wrenches or tools applicable to each different or special

hardware component, whether supplied by the hardware component manufacturer or not.

1.6 QUALITY ASSURANCE

A. Standards for Fire-Rated Doors: Maintain one copy of each referenced standard on site, for use

by Architect and Contractor.

B. Manufacturer Qualifications: Company specializing in manufacturing the products specified in

this section with minimum three years of documented experience.

C. Hardware Supplier Qualifications: Company specializing in supplying commercial door

hardware with five years of experience.

D. Hardware Supplier Personnel: Employ an Architectural Hardware Consultant (AHC) to assist

in the work of this section.

1.7 DELIVERY, STORAGE, AND HANDLING

A. Package hardware items individually; label and identify each package with door opening code

to match hardware schedule.

B. Deliver all items in manufacturer's original package.

C. Deliver each item complete with necessary screws, bolts, keys, instructions, and where

necessary, installation template.

D. Store off the floor, in dry area of building out of way of other work in progress.

E. Provide protection against loss and damage.

F. Handle all items in a manner to prevent damage.

G. Marred, defaced, damaged and defective items will be rejected.

1.8 WARRANTY

A. Door Closers: Provide five year warranty for door closers.

PART 2 - PRODUCTS

2.1 DOOR HARDWARE - GENERAL

A. Provide all hardware specified or required to make doors fully functional, compliant with

applicable codes, and secure to the extent indicated.

B. Provide items of a single type of the same model by the same manufacturer.

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CDB 816-010-039 DOOR HARDWARE 08 7100 - 4

C. Provide products that comply with the following:

1. Applicable provisions of federal, state, and local codes.

2. Applicable provisions of NFPA 101, Life Safety Code.

3. Fire-Rated Doors: NFPA 80.

4. ANSI/ICC A117.1, American National Standard for Accessible and Usable Buildings and

Facilities.

5. Hardware on Fire-Rated Doors: Listed and classified by UL as suitable for the purpose

specified and indicated.

6. Hardware for Smoke and Draft Control Doors: Provide hardware that enables door

assembly to comply with air leakage requirements of the applicable code.

2.2 HINGES

A. Hinges: Provide hinges on every swinging door.

1. Provide five-knuckle full mortise butt hinges unless otherwise indicated.

2. Provide ball-bearing hinges at all doors having closers.

3. Provide continuous hinges at all exterior doors unless otherwise indicated.

4. Provide hinges in the quantities indicated.

5. Provide non-removable pins on exterior outswinging doors.

6. Where electrified hardware is mounted in door leaf, provide power transfer hinges.

B. Butt Hinges: Comply with BHMA A156.1 and A156.7; heavy weight, unless otherwise

indicated.

1. Provide hinge width required to clear surrounding trim.

C. Quantity of Hinges Per Door:

1. Doors up to 60 inches High: Two hinges.

2. Doors from 60 inches High up to 90 inches High: Three hinges.

3. Doors 90 inches High up to 120 inches High: Four hinges.

D. Manufacturers - Hinges:

1. Ives: www.iveshinges.com.

2. Assa Abloy McKinney: www.assaabloydss.com.

3. Hager Companies: www.hagerco.com.

4. Stanley Commercial Hardware: www.stanleycommercialhardware.com

2.3 PIVOTS

A. Manufacturers - Pivots:

1. Ives: www.ives.ingersollrand.com.

2. Assa Abloy McKinney or Rixson: www.assaabloydss.com.

3. DORMA Group North America: www.dorma-usa.com/usa.

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CDB 816-010-039 DOOR HARDWARE 08 7100 - 5

2.4 LOCKS, LATCHES AND KEYING

A. Locks: Provide a lock for every door, unless specifically indicated as not requiring locking.

1. Hardware Sets indicate locking functions required for each door.

2. If no hardware set is indicated for a swinging door provide an office lockset.

3. Trim: Provide lever handle or pull trim on outside of all locks unless specifically stated

to have no outside trim.

4. Lock Cylinders: Provide key access on outside of all locks unless specifically stated to

have no locking or no outside trim.

B. Lock Cylinders: Manufacturer’s standard tumbler type, small format, six-pin interchangeable

core cylinders.

1. Provide cams and/or tailpieces as required for locking devices required.

2. Contractor to furnish final core cylinders and keys for installation by Owner.

3. Equip locks with high-security cylinders that comply with performance requirements for

Grade 1 cylinders as listed in ANSI/BHMA A156.5 and that have been tested for pick

and drill resistance requirements of UL 437 and are UL listed.

4. Metals: Construct lock cylinder parts from brass or bronze, stainless steel, or nickel

silver.

C. Temporary Construction Cores: During construction, exterior doors shall be provided with

construction cores for temporary security. These doors will be rekeyed by the Owner’s

Locksmith Shop when the building is occupied.

D. Latches: Provide a latch for every door that is not required to lock, unless specifically indicated

"push/pull" or "not required to latch".

E. Keying:

1. The manufacturer shall deliver the keys directly to the Using Agency. Provide two keys

per lock. The keying system shall be such that the Using Agency is able to cut any

additional keys which may be required.

2. Cores shall be keyed by the factory.

3. Use factory-generated keying systems.

4. Keying schedules and master key systems shall be approved by the Using Agency before

being put into service. Schedules and systems shall be accompanied by a system

description when submitted.

F. Key Material: Provide keys of nickel silver only.

2.5 MORTISE LOCKSETS

A. Mortise Locksets: Heavy Commercial duty; mortise type; conforming with BHMA A156.13,

Series 1000, Operational Grade 1, Security Grade 2.

B. Locking Functions: As defined in BHMA A156.13, and as follows:

1. Passage: F01, always unlocked.

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2. Classroom: F05, key required to lock.

3. Storage: F14, deadbolt locked by key from both sides, not an emergency exit (must be

unlocked during occupied hours).

C. Manufacturers – Mortise Locksets:

1. 45H Series by Best Access Systems, division of Stanley Security Solutions:

www.bestlock.com.

a. Mortise Lever Design: Flat face with return, model 15H.

2. L Series by Schlage: www.schlage.com.

a. Mortise Lever Design: Flat face with return, model 06A.

3. 8200 Series by Sargent: www.sargent.com.

a. Mortise Lever Design: Flat face with return, model LNL.

2.6 EXIT DEVICES

A. Exit Devices: Heavy Commercial Duty; touch bar styling; conforming to BHMA A156.3,

Grade 1. Provide U.L. listed, fire rated devices for all fire rated applications.

B. Locking Functions: Functions as defined in BHMA A156.3, and as follows:

1. Entry/Exit, Always-Latched: Key outside locks and unlocks lever, no latch holdback

(dogging).

2. Exit Only, Secure: No outside trim, no key entry, no latch holdback, deadlocking

latchbolt.

C. Manufacturers:

1. Von Duprin: www.vonduprin.com.

a. Mortise Lever Design: Flat face with return, model 06.

2. Apex 2000 Series by Precision: www.precisonhardware.com.

a. Mortise Lever Design: Flat face with return, A Lever.

3. ED4000 Series by Corbin-Russwin: www.corbin-russwin.com.

a. Mortise Lever Design: Flat face with return.

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CDB 816-010-039 DOOR HARDWARE 08 7100 - 7

2.7 CLOSERS

A. Closers - General:

1. Door closers shall be by one manufacturer. Closers shall be inspected after installation

by a factory representative to insure proper adjustment and operation.

2. Spring power shall be adjustable from sizes 1 through 6, per ANSI A117.1. Adjust

spring power to a maximum opening force range of 5 lbs. on all interior doors and 8 lbs.

on all exterior doors. Adjust spring power on fire rated doors as required to close and

latch (maximum opening force of 15 lbs.).

3. Closers shall have separate adjustments for latch speed, general speed, and back check.

4. Closers shall not be mounted on the outside of exterior doors.

5. Closers installed with parallel arms shall be supplied with heavy duty rigid arms.

6. Provide brackets, drop plates, spacer blocks, and any necessary items required to insure

proper installation.

7. Closers shall be mounted on room-side of door in lieu of corridor-side where possible,

but use of parallel arm closers shall be limited to only those locations where necessary.

B. Manufacturers - Closers:

1. 4040 Series by LCN: www.lcnclosers.com.

2. 7500 Series by Norton: www.assaabloydss.com.

3. DC8000 Series by Corbin-Russwin: www.corbin-russwin.com.

2.8 STOPS AND HOLDERS

A. Stops: Complying with BHMA A156.8; provide a stop for every swinging door, unless

otherwise indicated.

1. Provide wall stops, unless otherwise indicated.

2. If wall stops are not practical, due to configuration of room or furnishings, provide

overhead stop.

3. Stop is not required if positive stop feature is specified for door closer; positive stop

feature of door closer is not an acceptable substitute for a stop unless specifically so

stated.

B. Wall Stops: Concave rubber bumper, cast metal backplate with prongs to prevent turning,

concealed fasteners; complying with BHMA A156.16, L02251 or L12251.

C. Manufacturers - Wall and Floor Stops/Holders:

1. Assa Abloy Rockwood: www.assaabloydss.com.

2. Hager Companies: www.hagerco.com.

3. Hiawatha: www.activarcpg.com.

4. Ives: www.ives.ingersollrand.com.

5. Trimco: www.trimcobbw.com.

D. Manufacturers – Overhead Holders/Stops:

1. Assa Abloy Rixson or Sargent: www.assaabloydss.com.

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CDB 816-010-039 DOOR HARDWARE 08 7100 - 8

2. Glynn-Johnson: www.glynn-johnson.com.

3. Ives: www.ives.ingersollrand.com.

2.9 GASKETING

A. Gaskets: Complying with BHMA A156.22.

1. On each door, provide gaskets; top, sides, and meeting stile of pairs.

B. Manufacturers - Gasketing:

1. Hager Companies: www.hagercom.com.

2. National Guard Products, Inc: www.ngpinc.com.

3. Pemko Manufacturing Co: www.pemko.com.

4. Zero International, Inc: www.zerointernational.com.

2.10 HARDWARE FINISHES

A. Match specified hardware items to the color and texture finish for the latch and lock sets or

push/pull sets except as otherwise specified.

B. Provide finishes that match those established by BHMA A156.18 or, if none established, match

the Architect's sample.

C. Provide quality of finish, including thickness of plating or coating (if any), composition,

hardness, and other qualities complying with manufacturer's standards, but in no case less than

specified by referenced standards for the applicable units of hardware.

D. Plated Items:

1. Satin Chromium Plated over Nickel: BHMA 626.

2. Satin Stainless Steel: BHMA 630.

E. Painted Items: Color to match plated items.

F. Base Metal Items: Color to match plated items.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify that doors and frames are ready to receive work; labeled, fire-rated doors and frames are

present and properly installed, and dimensions are as indicated on shop drawings.

3.2 INSTALLATION

A. Install hardware in accordance with manufacturer's instructions and applicable codes.

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B. Use templates provided by hardware item manufacturer.

C. Do not install surface mounted items until finishes applied to substrate are complete.

D. Install hardware on fire-rated doors and frames in accordance with code and NFPA 80.

E. Mounting heights for hardware from finished floor to center line of hardware item: As listed in

Schedule, unless otherwise noted:

3.3 ADJUSTING

A. Adjust hardware for smooth operation.

3.4 CLEANING

A. Clean finished hardware per manufacturer's instructions after final adjustments has been made.

Replace items that cannot be cleaned to manufacturer's level of finish quality at no additional

cost.

B. Clean adjacent surfaces soiled by hardware installation.

3.5 PROTECTION

A. Do not permit adjacent work to damage hardware or finish.

PART 4 - HARDWARE SCHEDULE

A. Hardware Set 01 – Door A103-A – Lecture Hall / Corridor:

1. Type: Single, interior, solid core, wood door (SCWD) in hollow metal frame.

2. Fire Rating: N/A.

3. Hinges: Butt.

4. Latchset: Classroom.

5. Exit Device: One (1) per leaf with exterior lever trim.

6. Closer: One (1) per leaf.

7. Stops: N/A.

8. Gasketing: Full perimeter.

B. Hardware Set 02 – Doors A103-B / A103-C / A103-D / A103-E / A103-F / A103-G: Lecture

Room / Closet:

1. Type: Single, interior, solid core, wood door (SCWD) in framed opening.

2. Fire Rating: N/A.

3. Hinges: Pivot top and bottom with latch.

4. Latchset: Passage.

5. Closer: N/A

6. Stops: N/A

7. Gasketing: N/A

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C. Hardware Set 03 – Doors A103-H: Lecture Room / A/V Closet:

1. Type: Single, interior, solid core, wood door (SCWD) in framed opening.

2. Fire Rating: N/A.

3. Hinges: Pivot top and bottom with latch.

4. Latchset: Storage.

5. Closer: N/A

6. Stops: N/A

7. Gasketing: N/A

D. Hardware Set 04 – Door A104-A: Vestibule / Corridor:

1. Type: Pair of interior, solid core, wood doors (SCWD) in hollow metal frame.

2. Fire Rating: N/A.

3. Hinges: Butt.

4. Latchset: Passage.

5. Push/Pulls: Push plate on interior of door, one (1) per leaf.

6. Closer: One (1) per leaf.

7. Stops: N/A.

8. Gasketing: Full perimeter.

E. Hardware Set 05 – Door A104-B: Lecture Hall / Vestibule:

1. Type: Pair of interior, fire rated, solid core, wood doors (SCWD) in hollow metal frame.

2. Fire Rating: N/A.

3. Hinges: Butt.

4. Latchset: Classroom.

5. Exit Device: One (1) per leaf with exterior lever trim.

6. Closer: One (1) per leaf.

7. Stops: N/A.

8. Gasketing: Full perimeter.

9. Fire Rating: 1-hour.

END OF SECTION 087100

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CDB 816-010-039 GLAZING 088000 - 1

DIVISION 8 – OPENINGS

SECTION 088000 – GLAZING

PART 1 - GENERAL

1.1 WORK INCLUDES

A. Base Bid:

1. General Contractor Provide:

a. Glazing for interior applications.

b. Decorative glass film overlays.

1.2 ACTION SUBMITTALS

A. Product Data: For each glass product, decorative glass product, and glazing material indicated.

B. Samples: For each type of product other than clear monolithic vision glass; 12 inches (300 mm)

square.

1.3 QUALITY ASSURANCE

A. Glazing Publications: Comply with published recommendations of glass product manufacturers

and organizations below, unless more stringent requirements are indicated. Refer to these

publications for glazing terms not otherwise defined in this Section or in referenced standards.

B. Safety Glazing Labeling: Where safety glazing labeling is indicated, permanently mark glazing

with certification label of the SGCC or another certification agency acceptable to authorities

having jurisdiction. Label shall indicate manufacturer's name, type of glass, thickness, and

safety glazing standard with which glass complies.

1.4 DELIVERY, STORAGE, AND HANDLING

A. Protect decorative glass materials according to manufacturer's written instructions and as

needed to prevent damage to surfaces and edges.

1.5 PROJECT CONDITIONS

A. Field Measurements: Verify actual dimensions of openings and construction contiguous with

decorative glass by field measurements before fabrication.

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CDB 816-010-039 GLAZING 088000 - 2

PART 2 - PRODUCTS

2.1 GLASS PRODUCTS, GENERAL

A. Thickness: Where glass thickness is indicated, it is a minimum. Provide glass lites in

thicknesses as needed to comply with requirements indicated.

B. Strength: Where float glass is indicated, provide annealed float glass, Kind HS heat-treated

float glass, or Kind FT heat-treated float glass as needed to comply with "Performance

Requirements" Article. Where heat-strengthened glass is indicated, provide Kind HS heat-

treated float glass or Kind FT heat-treated float glass as needed to comply with "Performance

Requirements" Article. Where fully tempered glass is indicated, provide Kind FT heat-treated

float glass.

2.2 GLASS PRODUCTS

A. Heat-Treated Float Glass: ASTM C 1048; Type I; Quality-Q3; Class I (clear) unless otherwise

indicated; of kind and condition indicated.

2.3 GLASS TYPES

A. Glass Type GL-1: Fully tempered float glass.

1. Overall Unit Thickness: 3/16-inch.

2. Provide safety glazing labeling.

2.4 DECORATIVE GLASS FILM OVERLAY TYPES

A. Decorative Glass Film Overlay Type F-1: Decorative film overlay. Use translucent,

dimensionally stable, cast PVC film, 2-mil- minimum thickness, with pressure-sensitive, clear

adhesive back for adhering to glass and releasable protective backing.

1. Acceptable Manufacturers: Provide products by one of the following:

a. 3M

b. Vista

c. Solyx

2. Pattern: Custom Graphic to be provided by Architect/Engineer.

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CDB 816-010-039 GLAZING 088000 - 3

PART 3 - EXECUTION

3.1 GLAZING, GENERAL

A. Comply with combined written instructions of manufacturers of glass, sealants, gaskets, and

other glazing materials, unless more stringent requirements are indicated, including those in

referenced glazing publications.

B. Protect glass edges from damage during handling and installation. Remove damaged glass from

Project site and legally dispose of off Project site. Damaged glass is glass with edge damage or

other imperfections that, when installed, could weaken glass and impair performance and

appearance.

C. Do not exceed edge pressures stipulated by glass manufacturers for installing glass lites.

3.2 DECORATIVE FILM OVERLAY INSTALLATION

A. Decorative Film Overlay: Apply squarely aligned to glass edges, uniformly smooth, and free

from tears, air bubbles, wrinkles, and rough edges, in pattern indicated on Drawings to the back

face of clean glass, according to manufacturer's written instructions, including surface

preparation and application temperature limitations.

3.3 CLEANING AND PROTECTION

A. Protect exterior glass from damage immediately after installation by attaching crossed streamers

to framing held away from glass. Do not apply markers to glass surface. Remove

nonpermanent labels and clean surfaces.

B. Protect glass from contact with contaminating substances resulting from construction

operations. If, despite such protection, contaminating substances do come into contact with

glass, remove substances immediately as recommended in writing by glass manufacturer.

C. Examine glass surfaces adjacent to or below exterior concrete and other masonry surfaces at

frequent intervals during construction, but not less than once a month, for buildup of dirt, scum,

alkaline deposits, or stains; remove as recommended in writing by glass manufacturer.

D. Remove and replace glass that is broken, chipped, cracked, or abraded or that is damaged from

natural causes, accidents, and vandalism, during construction period.

END OF SECTION 088000

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CDB 816-010-039 NON-STRUCTURAL METAL FRAMING 092216 - 1

DIVISION 9 – FINISHES

SECTION 092216 – NON-STRUCTURAL METAL FRAMING

PART 1 - GENERAL

1.1 WORK INCLUDES

A. Base Bid:

1. General Contractor Provide:

a. Non-load-bearing steel framing systems for interior gypsum board assemblies.

b. Suspension systems for interior gypsum ceilings, soffits, and grid systems.

1.2 ACTION SUBMITTALS

A. Product Data: For each type of product.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Fire-Test-Response Characteristics: For fire-resistance-rated assemblies that incorporate non-

load-bearing steel framing, provide materials and construction identical to those tested in

assembly indicated, according to ASTM E 119 by an independent testing agency.

2.2 FRAMING SYSTEMS

A. Framing Members, General: Comply with ASTM C 754 for conditions indicated.

1. Steel Sheet Components: Comply with ASTM C 645 requirements for metal unless

otherwise indicated.

2. Protective Coating: ASTM A 653/A 653M, G40, hot-dip galvanized unless otherwise

indicated.

B. Studs and Runners: ASTM C 645.

1. Steel Studs and Runners:

a. Minimum Base-Metal Thickness: 0.018 inch.

b. Depth: As indicated on Drawings.

C. Slip-Type Head Joints: Where indicated, provide the following:

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CDB 816-010-039 NON-STRUCTURAL METAL FRAMING 092216 - 2

1. Single Long-Leg Runner System: ASTM C 645 top runner with 2-inch-deep flanges in

thickness not less than indicated for studs, installed with studs friction fit into top runner

and with continuous bridging located within 12 inches of the top of studs to provide

lateral bracing.

D. Flat Strap and Backing Plate: Steel sheet for blocking and bracing in length and width

indicated.

1. Minimum Base-Metal Thickness: 0.018 inch.

E. Cold-Rolled Channel Bridging: Steel, 0.053-inch minimum base-metal thickness, with

minimum 1/2-inch-wide flanges.

1. Depth: 1-1/2 inches.

2. Clip Angle: Not less than 1-1/2 by 1-1/2 inches, 0.068-inch-thick, galvanized steel.

F. Hat-Shaped, Rigid Furring Channels: ASTM C 645.

1. Minimum Base-Metal Thickness: 0.018 inch.

2. Depth: As indicated on Drawings.

2.3 SUSPENSION SYSTEMS

A. Tie Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.062-inch-diameter wire,

or double strand of 0.048-inch-diameter wire.

B. Hanger Attachments to Concrete:

1. Anchors: Fabricated from corrosion-resistant materials with holes or loops for attaching

wire hangers and capable of sustaining, without failure, a load equal to 5 times that

imposed by construction as determined by testing according to ASTM E 488 by an

independent testing agency.

a. Type: Post-installed, expansion anchor.

C. Wire Hangers: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.16 inch in diameter.

D. Carrying Channels: Cold-rolled, commercial-steel sheet with a base-metal thickness of 0.053

inch and minimum 1/2-inch-wide flanges.

1. Depth: As indicated on Drawings.

2. Hat-Shaped, Rigid Furring Channels: ASTM C 645, 7/8 inch deep.

a. Minimum Base-Metal Thickness: 0.018 inch.

E. Grid Suspension System for Gypsum Board Ceilings: ASTM C 645, direct-hung system

composed of main beams and cross-furring members that interlock.

1. Products: Subject to compliance with requirements, provide one of the following :

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CDB 816-010-039 NON-STRUCTURAL METAL FRAMING 092216 - 3

a. Armstrong World Industries, Inc.; Drywall Grid Systems.

b. Chicago Metallic Corporation; Drywall Grid System.

c. USG Corporation; Drywall Suspension System.

2.4 AUXILIARY MATERIALS

A. General: Provide auxiliary materials that comply with referenced installation standards.

1. Fasteners for Metal Framing: Of type, material, size, corrosion resistance, holding

power, and other properties required to fasten steel members to substrates.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine areas and substrates, with Installer present, and including welded hollow-metal frames,

cast-in anchors, and structural framing, for compliance with requirements and other conditions

affecting performance of the Work.

B. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 PREPARATION

A. Suspended Assemblies: Coordinate installation of suspension systems with installation of

overhead structure to ensure that inserts and other provisions for anchorages to building

structure have been installed to receive hangers at spacing required to support the Work and that

hangers will develop their full strength.

1. Furnish concrete inserts and other devices indicated to other trades for installation in

advance of time needed for coordination and construction.

B. Coordination with Sprayed Fire-Resistive Materials:

1. Before sprayed fire-resistive materials are applied, attach offset anchor plates or ceiling

runners (tracks) to surfaces indicated to receive sprayed fire-resistive materials. Where

offset anchor plates are required, provide continuous plates fastened to building structure

not more than 24 inches o.c.

2. After sprayed fire-resistive materials are applied, remove them only to extent necessary

for installation of non-load-bearing steel framing. Do not reduce thickness of fire-

resistive materials below that required for fire-resistance ratings indicated. Protect

adjacent fire-resistive materials from damage.

3.3 INSTALLATION, GENERAL

A. Installation Standard: ASTM C 754.

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1. Gypsum Board Assemblies: Also comply with requirements in ASTM C 840 that apply

to framing installation.

B. Install supplementary framing, and blocking to support fixtures, equipment services, heavy trim,

grab bars, toilet accessories, furnishings, or similar construction.

C. Install bracing at terminations in assemblies.

D. Do not bridge building control and expansion joints with non-load-bearing steel framing

members. Frame both sides of joints independently.

3.4 INSTALLING FRAMED ASSEMBLIES

A. Install framing system components according to spacing indicated, but not greater than spacing

required by referenced installation standards for assembly types.

1. Single-Layer Application: 16 inches o.c. unless otherwise indicated.

2. Tile Backing Panels: 16 inches o.c. unless otherwise indicated.

B. Where studs are installed directly against exterior masonry walls or dissimilar metals at exterior

walls, install isolation strip between studs and exterior wall.

C. Install studs so flanges within framing system point in same direction.

D. Install tracks (runners) at floors and overhead supports. Extend framing full height to structural

supports or substrates above suspended ceilings except where partitions are indicated to

terminate at suspended ceilings. Continue framing around ducts penetrating partitions above

ceiling.

1. Slip-Type Head Joints: Where framing extends to overhead structural supports, install to

produce joints at tops of framing systems that prevent axial loading of finished

assemblies.

2. Door Openings: Screw vertical studs at jambs to jamb anchor clips on door frames;

install runner track section (for cripple studs) at head and secure to jamb studs.

a. Install two studs at each jamb unless otherwise indicated.

b. Install cripple studs at head adjacent to each jamb stud, with a minimum 1/2-inch

clearance from jamb stud to allow for installation of control joint in finished

assembly.

c. Extend jamb studs through suspended ceilings and attach to underside of overhead

structure.

3. Other Framed Openings: Frame openings other than door openings the same as required

for door openings unless otherwise indicated. Install framing below sills of openings to

match framing required above door heads.

4. Fire-Resistance-Rated Partitions: Install framing to comply with fire-resistance-rated

assembly indicated and support closures and to make partitions continuous from floor to

underside of solid structure.

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E. Direct Furring: Attach to concrete or masonry with stub nails, screws designed for masonry

attachment, or powder-driven fasteners spaced 24 inches o.c.

F. Installation Tolerance: Install each framing member so fastening surfaces vary not more than

1/8 inch from the plane formed by faces of adjacent framing.

3.5 INSTALLING SUSPENSION SYSTEMS

A. Install suspension system components according to spacing indicated, but not greater than

spacing required by referenced installation standards for assembly types.

1. Hangers: 48 inches (1219 mm) o.c.

2. Carrying Channels (Main Runners): 48 inches o.c.

B. Isolate suspension systems from building structure where they abut or are penetrated by

building structure to prevent transfer of loading imposed by structural movement.

C. Suspend hangers from building structure as follows:

1. Install hangers plumb and free from contact with insulation or other objects within ceiling

plenum that are not part of supporting structural or suspension system.

a. Splay hangers only where required to miss obstructions and offset resulting

horizontal forces by bracing, countersplaying, or other equally effective means.

2. Where width of ducts and other construction within ceiling plenum produces hanger

spacing that interfere with locations of hangers required to support standard suspension

system members, install supplemental suspension members and hangers in the form of

trapezes or equivalent devices.

a. Size supplemental suspension members and hangers to support ceiling loads within

performance limits established by referenced installation standards.

3. Wire Hangers: Secure by looping and wire tying, either directly to structures or to

inserts, eye screws, or other devices and fasteners that are secure and appropriate for

substrate, and in a manner that will not cause hangers to deteriorate or otherwise fail.

4. Do not attach hangers to steel roof deck.

5. Do not attach hangers to permanent metal forms. Furnish cast-in-place hanger inserts

that extend through forms.

6. Do not attach hangers to rolled-in hanger tabs of composite steel floor deck.

7. Do not connect or suspend steel framing from ducts, pipes, or conduit.

D. Grid Suspension Systems: Attach perimeter wall track or angle where grid suspension systems

meet vertical surfaces. Mechanically join main beam and cross-furring members to each other

and butt-cut to fit into wall track.

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CDB 816-010-039 NON-STRUCTURAL METAL FRAMING 092216 - 6

E. Installation Tolerances: Install suspension systems that are level to within 1/8 inch in 12 feet

measured lengthwise on each member that will receive finishes and transversely between

parallel members that will receive finishes.

END OF SECTION 092216

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

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CDB 816-010-039 GYPSUM BOARD 092900 - 1

DIVISION 9 – FINISHES

SECTION 092900 – GYPSUM BOARD

PART 1 - GENERAL

1.1 WORK INCLUDES

A. Base Bid:

1. General Contractor Provide:

a. Interior gypsum board and accessories.

1.2 RELATED WORK

A. Specified Elsewhere:

1. Section 092216 – Non-Structural Metal Framing for non-structural framing and

suspension systems that support gypsum board panels.

1.3 DELIVERY, STORAGE AND HANDLING

A. Store materials inside under cover and keep them dry and protected against weather,

condensation, direct sunlight, construction traffic, and other potential causes of damage. Stack

panels flat and supported on risers on a flat platform to prevent sagging.

1.4 ACTION SUBMITTALS

A. Product Data: For each type of product.

1.5 FIELD CONDITIONS

A. Environmental Limitations: Comply with ASTM C 840 requirements or gypsum board

manufacturer's written recommendations, whichever are more stringent.

B. Do not install paper-faced gypsum panels until installation areas are enclosed and conditioned.

C. Do not install panels that are wet, those that are moisture damaged, and those that are mold

damaged.

1. Indications that panels are wet or moisture damaged include, but are not limited to,

discoloration, sagging, or irregular shape.

2. Indications that panels are mold damaged include, but are not limited to, fuzzy or

splotchy surface contamination and discoloration.

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CDB 816-010-039 GYPSUM BOARD 092900 - 2

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Fire-Resistance-Rated Assemblies: For fire-resistance-rated assemblies, provide materials and

construction identical to those tested in assembly indicated according to ASTM E 119 by an

independent testing agency.

2.2 GYPSUM BOARD, GENERAL

A. Size: Provide maximum lengths and widths available that will minimize joints in each area and

that correspond with support system indicated.

2.3 INTERIOR GYPSUM BOARD

A. Manufacturers: Subject to compliance with requirements, provide products by one of the

following:

1. Georgia-Pacific Gypsum LLC.

2. National Gypsum Company.

3. USG Corporation.

B. Gypsum Wall Board, Type X: ASTM C 1396/C 1396M.

1. Thickness: 5/8 inch.

2. Long Edges: Tapered.

C. Gypsum Ceiling Board: ASTM C 1396/C 1396M.

1. Thickness: 1/2 inch.

2. Long Edges: Tapered.

2.4 TRIM ACCESSORIES

A. Interior Trim: ASTM C 1047.

1. Material: Galvanized or aluminum-coated steel sheet, rolled zinc, plastic, or paper-faced

galvanized steel sheet.

2. Shapes:

a. Cornerbead.

b. Bullnose bead.

c. LC-Bead: J-shaped; exposed long flange receives joint compound.

d. L-Bead: L-shaped; exposed long flange receives joint compound.

e. U-Bead: J-shaped; exposed short flange does not receive joint compound.

f. Expansion (control) joint.

g. Curved-Edge Corner Bead: With notched or flexible flanges.

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CDB 816-010-039 GYPSUM BOARD 092900 - 3

2.5 JOINT TREATMENT MATERIALS

A. General: Comply with ASTM C 475/C 475M.

B. Joint Tape:

1. Interior Gypsum Board: Paper or as recommended by panel manufacturer.

C. Joint Compound for Interior Gypsum Board: For each coat use formulation that is compatible

with other compounds applied on previous or for successive coats.

1. Prefilling: At open joints, rounded or beveled panel edges, and damaged surface areas,

use setting-type taping compound.

2. Embedding and First Coat: For embedding tape and first coat on joints, fasteners, and

trim flanges, use drying-type, all-purpose compound.

a. Use setting-type compound for installing paper-faced metal trim accessories.

3. Fill Coat: For second coat, use drying-type, all-purpose compound.

4. Finish Coat: For third coat, use drying-type, all-purpose compound.

2.6 AUXILIARY MATERIALS

A. General: Provide auxiliary materials that comply with referenced installation standards and

manufacturer's written recommendations.

B. Steel Drill Screws: ASTM C 1002, unless otherwise indicated.

1. Use screws complying with ASTM C 954 for fastening panels to steel members from

0.033 to 0.112 inch thick.

2. For fastening cementitious backer units, use screws of type and size recommended by

panel manufacturer.

C. Sound Attenuation Blankets: ASTM C 665, Type I (blankets without membrane facing)

produced by combining thermosetting resins with mineral fibers manufactured from glass, slag

wool, or rock wool.

1. Fire-Resistance-Rated Assemblies: Comply with mineral-fiber requirements of

assembly.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine areas and substrates including welded hollow-metal frames and framing, with Installer

present, for compliance with requirements and other conditions affecting performance.

B. Examine panels before installation. Reject panels that are wet, moisture damaged, and mold

damaged.

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CDB 816-010-039 GYPSUM BOARD 092900 - 4

C. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 APPLYING AND FINISHING PANELS, GENERAL

A. Comply with ASTM C 840.

B. Install ceiling panels across framing to minimize the number of abutting end joints and to avoid

abutting end joints in central area of each ceiling. Stagger abutting end joints of adjacent panels

not less than one framing member.

C. Install panels with face side out. Butt panels together for a light contact at edges and ends with

not more than 1/16 inch of open space between panels. Do not force into place.

D. Locate edge and end joints over supports, except in ceiling applications where intermediate

supports or gypsum board back-blocking is provided behind end joints. Do not place tapered

edges against cut edges or ends. Stagger vertical joints on opposite sides of partitions. Do not

make joints other than control joints at corners of framed openings.

E. Form control and expansion joints with space between edges of adjoining gypsum panels.

F. Cover both faces of support framing with gypsum panels in concealed spaces (above ceilings,

etc.), except in chases braced internally.

1. Unless concealed application is indicated or required for sound, fire, air, or smoke

ratings, coverage may be accomplished with scraps of not less than 8 sq. ft. in area.

2. Fit gypsum panels around ducts, pipes, and conduits.

3. Where partitions intersect structural members projecting below underside of floor/roof

slabs and decks, cut gypsum panels to fit profile formed by structural members; allow

1/4- to 3/8-inch-wide joints to install sealant.

G. Isolate perimeter of gypsum board applied to non-load-bearing partitions at structural

abutments, except floors. Provide 1/4- to 1/2-inch-wide spaces at these locations and trim edges

with edge trim where edges of panels are exposed. Seal joints between edges and abutting

structural surfaces with acoustical sealant.

H. Attachment to Steel Framing: Attach panels so leading edge or end of each panel is attached to

open (unsupported) edges of stud flanges first.

I. Install sound attenuation blankets before installing gypsum panels unless blankets are readily

installed after panels have been installed on one side.

3.3 APPLYING INTERIOR GYPSUM BOARD

A. Install interior gypsum board in the following locations:

1. Wallboard Type: Vertical surfaces unless otherwise indicated.

2. Type X: Where required for fire-resistance-rated assembly or as indicated on the

Drawings.

3. Ceiling Type: Ceiling surfaces.

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CDB 816-010-039 GYPSUM BOARD 092900 - 5

B. Single-Layer Application:

1. On ceilings, apply gypsum panels before wall/partition board application to greatest

extent possible and at right angles to framing unless otherwise indicated.

2. On partitions/walls, apply gypsum panels vertically (parallel to framing) unless

otherwise indicated or required by fire-resistance-rated assembly, and minimize end

joints.

a. Stagger abutting end joints not less than one framing member in alternate courses

of panels.

b. At stairwells and other high walls, install panels horizontally unless otherwise

indicated or required by fire-resistance-rated assembly.

3. On Z-furring members, apply gypsum panels vertically (parallel to framing) with no end

joints. Locate edge joints over furring members.

4. Fastening Methods: Apply gypsum panels to supports with steel drill screws.

3.4 INSTALLING TRIM ACCESSORIES

A. General: For trim with back flanges intended for fasteners, attach to framing with same

fasteners used for panels. Otherwise, attach trim according to manufacturer's written

instructions.

B. Interior Trim: Install in the following locations:

1. Cornerbead: Use at outside corners unless otherwise indicated.

2. Bullnose Bead: Use at outside corners.

3. LC-Bead: Use at exposed panel edges.

4. L-Bead: Use where indicated.

5. U-Bead: Use at exposed panel edges.

6. Curved-Edge Cornerbead: Use at curved openings.

3.5 FINISHING GYPSUM BOARD

A. General: Treat gypsum board joints, interior angles, edge trim, control joints, penetrations,

fastener heads, surface defects, and elsewhere as required to prepare gypsum board surfaces for

decoration. Promptly remove residual joint compound from adjacent surfaces.

B. Prefill open joints, rounded or beveled edges, and damaged surface areas.

C. Apply joint tape over gypsum board joints, except for trim products specifically indicated as not

intended to receive tape.

D. Gypsum Board Finish Levels: Finish panels to levels indicated below and according to

ASTM C 840:

1. Level 1: Ceiling plenum areas, concealed areas, and where indicated.

2. Level 4: At panel surfaces that will be exposed to view unless otherwise indicated.

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CDB 816-010-039 GYPSUM BOARD 092900 - 6

3.6 PROTECTION

A. Protect adjacent surfaces from drywall compound and promptly remove from floors and other

non-drywall surfaces. Repair surfaces stained, marred, or otherwise damaged during drywall

application.

B. Protect installed products from damage from weather, condensation, direct sunlight,

construction, and other causes during remainder of the construction period.

C. Remove and replace panels that are wet, moisture damaged, and mold damaged.

1. Indications that panels are wet or moisture damaged include, but are not limited to,

discoloration, sagging, or irregular shape.

2. Indications that panels are mold damaged include, but are not limited to, fuzzy or

splotchy surface contamination and discoloration.

END OF SECTION 092900

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CDB 816-010-039 ACOUSTICAL PANEL CEILINGS 095113 - 1

DIVISION 9 – FINISHES

SECTION 095113 – ACOUSTICAL PANEL CEILINGS

PART 1 - GENERAL

1.1 WORK INCLUDES

A. Base Bid:

1. General Contractor Provide:

a. Acoustical panels and exposed suspension systems for ceilings.

1.2 ACTION SUBMITTALS

A. Product Data: For each type of product.

B. Samples for Verification: For each component indicated and for each exposed finish required,

prepared on Samples of size indicated below.

1. Acoustical Panel: Set of 6-inch-square Samples of each type, color, pattern, and texture.

2. Exposed Suspension-System Members, Moldings, and Trim: Set of 6-inch-long Samples

of each type, finish, and color.

1.3 INFORMATIONAL SUBMITTALS

A. Coordination Drawings: Reflected ceiling plans, drawn to scale, on which the following items

are shown and coordinated with each other, using input from installers of the items involved:

1. Suspended ceiling components.

2. Structural members to which suspension systems will be attached.

3. Size and location of initial access modules for acoustical panels.

4. Items penetrating finished ceiling including the following:

a. Lighting fixtures.

b. Air outlets and inlets.

c. Speakers.

d. Sprinklers.

e. Access panels.

5. Perimeter moldings.

B. Product Test Reports: For each acoustical panel ceiling, for tests performed by manufacturer

and witnessed by a qualified testing agency.

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CDB 816-010-039 ACOUSTICAL PANEL CEILINGS 095113 - 2

1.4 CLOSEOUT SUBMITTALS

A. Maintenance Data: For finishes to include in maintenance manuals.

1.5 DELIVERY, STORAGE, AND HANDLING

A. Deliver acoustical panels, suspension-system components, and accessories to Project site in

original, unopened packages and store them in a fully enclosed, conditioned space where they

will be protected against damage from moisture, humidity, temperature extremes, direct

sunlight, surface contamination, and other causes.

B. Before installing acoustical panels, permit them to reach room temperature and a stabilized

moisture content.

C. Handle acoustical panels carefully to avoid chipping edges or damaging units in any way.

1.6 FIELD CONDITIONS

A. Environmental Limitations: Do not install acoustical panel ceilings until spaces are enclosed

and weatherproof, wet work in spaces is complete and dry, work above ceilings is complete, and

ambient temperature and humidity conditions are maintained at the levels indicated for Project

when occupied for its intended use.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Surface-Burning Characteristics: Comply with ASTM E 84; testing by a qualified testing

agency. Identify products with appropriate markings of applicable testing agency.

1. Flame-Spread Index: Comply with ASTM E 1264 for Class A materials.

2. Smoke-Developed Index: 50 or less.

B. Fire-Resistance Ratings: Comply with ASTM E 119; testing by a qualified testing agency.

Identify products with appropriate markings of applicable testing agency.

1. Indicate design designations from UL's "Fire Resistance Directory" or from the listings of

another qualified testing agency.

2.2 ACOUSTICAL PANELS, GENERAL

A. Source Limitations: Obtain each type of acoustical ceiling panel and supporting suspension

system from single source from single manufacturer.

B. Glass-Fiber-Based Panels: Made with binder containing no urea formaldehyde.

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C. Acoustical Panel Standard: Provide manufacturer's standard panels of configuration indicated

that comply with ASTM E 1264 classifications as designated by types, patterns, acoustical

ratings, and light reflectances unless otherwise indicated.

D. Acoustical Panel Colors and Patterns: Match appearance characteristics indicated for each

product type.

2.3 ACOUSTICAL PANELS APC-1

A. Manufacturers: Subject to compliance with requirements, provide products by one of the

following:

1. Armstrong World Industries, Inc.

2. USG.

3. Chicago Ceilings.

B. Visual Selection:

1. Dimensions Size: 48 by 96 inches.

2. Thickness: 3/4-inch.

3. Grid Face: 9/16-inch, flat.

4. Edge/Joint Detail: Tegular.

5. Color: White.

C. Performance Selection:

1. LR: Not less than 0.90.

2. Acoustics NRC: Not less than 0.90.

3. Acoustics CAC: Not Applicable.

4. Acoustics AC: Not less than 190.

5. Anti-Microbial: Inherent.

2.4 METAL SUSPENSION SYSTEMS, GENERAL

A. Metal Suspension-System Standard: Provide manufacturer's standard direct-hung metal

suspension systems of types, structural classifications, and finishes indicated that comply with

applicable requirements in ASTM C 635/C 635M.

1. High-Humidity Finish: Comply with ASTM C 635/C 635M requirements for "Coating

Classification for Severe Environment Performance" where high-humidity finishes are

indicated.

B. Attachment Devices: Size for five times the design load indicated in ASTM C 635/C 635M,

Table 1, "Direct Hung," unless otherwise indicated. Comply with seismic design requirements.

1. Anchors in Concrete: Anchors of type and material indicated below, with holes or loops

for attaching hangers of type indicated and with capability to sustain, without failure, a

load equal to five times that imposed by ceiling construction, as determined by testing

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CDB 816-010-039 ACOUSTICAL PANEL CEILINGS 095113 - 4

according to ASTM E 488 or ASTM E 1512 as applicable, conducted by a qualified

testing and inspecting agency.

a. Type: Postinstalled expansion or Postinstalled bonded anchors.

b. Corrosion Protection: Carbon-steel components zinc plated to comply with

ASTM B 633, Class Fe/Zn 5 (0.005 mm) for Class SC 1 service condition.

c. Corrosion Protection: Stainless-steel components complying with ASTM F 593

and ASTM F 594, Group 1 Alloy 304 or 316 for bolts; Alloy 304 or 316 for

anchor.

d. Corrosion Protection: Components fabricated from nickel-copper-alloy rods

complying with ASTM B 164 for UNS No. N04400 alloy.

2. Power-Actuated Fasteners in Concrete: Fastener system of type suitable for application

indicated, fabricated from corrosion-resistant materials, with clips or other accessory

devices for attaching hangers of type indicated and with capability to sustain, without

failure, a load equal to 10 times that imposed by ceiling construction, as determined by

testing according to ASTM E 1190, conducted by a qualified testing and inspecting

agency.

C. Wire Hangers, Braces, and Ties: Provide wires complying with the following requirements:

1. Zinc-Coated, Carbon-Steel Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft

temper.

2. Stainless-Steel Wire: ASTM A 580/A 580M, Type 304, nonmagnetic.

3. Nickel-Copper-Alloy Wire: ASTM B 164, nickel-copper-alloy UNS No. N04400.

4. Size: Select wire diameter so its stress at three times hanger design load

(ASTM C 635/C 635M, Table 1, "Direct Hung") will be less than yield stress of wire, but

provide not less than 0.106-inch-diameter wire.

D. Hanger Rods, Flat Hangers: Mild steel, zinc coated or protected with rust-inhibitive paint.

E. Angle Hangers: Angles with legs not less than 7/8 inch wide; formed with 0.04-inch-thick,

galvanized-steel sheet complying with ASTM A 653/A 653M, G90 coating designation; with

bolted connections and 5/16-inch-diameter bolts.

F. Hold-Down Clips: Where indicated, provide manufacturer's standard hold-down clips spaced

24 inches o.c. on all cross tees.

G. Impact Clips: Where indicated, provide manufacturer's standard impact-clip system designed to

absorb impact forces against acoustical panels.

2.5 METAL SUSPENSION SYSTEM

A. Manufacturers: Subject to compliance with requirements, provide products by the following:

1. Armstrong World Industries, Inc.

2. USG.

3. Chicago Ceilings.

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CDB 816-010-039 ACOUSTICAL PANEL CEILINGS 095113 - 5

B. Wide-Face, Capped, Double-Web, Steel Suspension System: Main and cross runners roll

formed from cold-rolled steel sheet; prepainted, electrolytically zinc coated, or hot-dip

galvanized according to ASTM A 653/A 653M, not less than G30 coating designation; with

prefinished 15/16-inch-wide metal caps on flanges.

1. Structural Classification: Heavy-duty system.

2. End Condition of Cross Runners: Override (stepped) or butt-edge type.

3. Face Design: Flat, flush.

4. Cap Material: Aluminum cold-rolled sheet.

5. Cap Finish: Painted white.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates, areas, and conditions, including structural framing to which acoustical

panel ceilings attach or abut, with Installer present, for compliance with requirements specified

in this and other Sections that affect ceiling installation and anchorage and with requirements

for installation tolerances and other conditions affecting performance of acoustical panel

ceilings.

B. Examine acoustical panels before installation. Reject acoustical panels that are wet, moisture

damaged, or mold damaged.

C. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 PREPARATION

A. Measure each ceiling area and establish layout of acoustical panels to balance border widths at

opposite edges of each ceiling. Avoid using less-than-half-width panels at borders, and comply

with layout shown on reflected ceiling plans.

3.3 INSTALLATION

A. General: Install acoustical panel ceilings to comply with ASTM C 636/C 636M and seismic

design requirements indicated, according to manufacturer's written instructions and CISCA's

"Ceiling Systems Handbook."

B. Suspend ceiling hangers from building's structural members and as follows:

1. Install hangers plumb and free from contact with insulation or other objects within ceiling

plenum that are not part of supporting structure or of ceiling suspension system.

2. Splay hangers only where required and, if permitted with fire-resistance-rated ceilings, to

miss obstructions; offset resulting horizontal forces by bracing, countersplaying, or other

equally effective means.

3. Where width of ducts and other construction within ceiling plenum produces hanger

spacings that interfere with location of hangers at spacings required to support standard

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CDB 816-010-039 ACOUSTICAL PANEL CEILINGS 095113 - 6

suspension-system members, install supplemental suspension members and hangers in

form of trapezes or equivalent devices.

4. Secure wire hangers to ceiling-suspension members and to supports above with a

minimum of three tight turns. Connect hangers directly either to structures or to inserts,

eye screws, or other devices that are secure and appropriate for substrate and that will not

deteriorate or otherwise fail due to age, corrosion, or elevated temperatures.

5. Secure flat, angle, channel, and rod hangers to structure, including intermediate framing

members, by attaching to inserts, eye screws, or other devices that are secure and

appropriate for both the structure to which hangers are attached and the type of hanger

involved. Install hangers in a manner that will not cause them to deteriorate or fail due to

age, corrosion, or elevated temperatures.

6. Do not support ceilings directly from permanent metal forms or floor deck. Fasten

hangers to cast-in-place hanger inserts, postinstalled mechanical or adhesive anchors, or

power-actuated fasteners that extend through forms into concrete.

7. When steel framing does not permit installation of hanger wires at spacing required,

install carrying channels or other supplemental support for attachment of hanger wires.

8. Do not attach hangers to steel deck tabs.

9. Do not attach hangers to steel roof deck. Attach hangers to structural members.

10. Space hangers not more than 48 inches o.c. along each member supported directly from

hangers unless otherwise indicated; provide hangers not more than 8 inches from ends of

each member.

11. Size supplemental suspension members and hangers to support ceiling loads within

performance limits established by referenced standards and publications.

C. Secure bracing wires to ceiling suspension members and to supports with a minimum of four

tight turns. Suspend bracing from building's structural members as required for hangers,

without attaching to permanent metal forms, steel deck, or steel deck tabs. Fasten bracing wires

into concrete with cast-in-place or postinstalled anchors.

D. Install edge moldings and trim of type indicated at perimeter of acoustical ceiling area and

where necessary to conceal edges of acoustical panels.

1. Do not use exposed fasteners, including pop rivets, on moldings and trim.

E. Install suspension-system runners so they are square and securely interlocked with one another.

Remove and replace dented, bent, or kinked members.

F. Install acoustical panels with undamaged edges and fit accurately into suspension-system

runners and edge moldings. Scribe and cut panels at borders and penetrations to provide a neat,

precise fit.

1. Arrange directionally patterned acoustical panels as indicated on reflected ceiling plans.

2. For square-edged panels, install panels with edges fully hidden from view by flanges of

suspension-system runners and moldings.

3. For reveal-edged panels on suspension-system runners, install panels with bottom of

reveal in firm contact with top surface of runner flanges.

4. For reveal-edged panels on suspension-system members with box-shaped flanges, install

panels with reveal surfaces in firm contact with suspension-system surfaces and panel

faces flush with bottom face of runners.

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CDB 816-010-039 ACOUSTICAL PANEL CEILINGS 095113 - 7

5. Paint cut edges of panel remaining exposed after installation; match color of exposed

panel surfaces using coating recommended in writing for this purpose by acoustical panel

manufacturer.

6. Install hold-down clips in areas indicated, in areas required by authorities having

jurisdiction, and for fire-resistance ratings; space as recommended by panel

manufacturer's written instructions unless otherwise indicated.

7. Install clean-room gasket system in areas indicated, sealing each panel and fixture as

recommended by panel manufacturer's written instructions.

8. Protect lighting fixtures and air ducts to comply with requirements indicated for fire-

resistance-rated assembly.

3.4 CLEANING

A. Clean exposed surfaces of acoustical panel ceilings, including trim, edge moldings, and

suspension-system members. Comply with manufacturer's written instructions for cleaning and

touchup of minor finish damage. Remove and replace ceiling components that cannot be

successfully cleaned and repaired to permanently eliminate evidence of damage.

END OF SECTION 095113

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

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CDB 816-010-039 RESILIENT BASE AND ACCESSORIES 096513 - 1

DIVISION 9 – FINISHES

SECTION 096513 – RESILIENT BASE AND ACCESSORIES

PART 1 - GENERAL

1.1 WORK INCLUDES

A. Base Bid:

1. General Contractor Provide:

a. Resilient base and accessories.

1.2 SUBMITTALS

A. Product Data: For each type of product indicated.

B. Samples for Verification: For each type of product indicated, in manufacturer's standard-size

Samples but not less than 12 inches long, of each resilient product color, texture, and pattern

required.

1.3 QUALITY ASSURANCE

A. Fire-Test-Response Characteristics: As determined by testing identical products according to

ASTM E 648 or NFPA 253 by a qualified testing agency.

1. Critical Radiant Flux Classification: Class I, not less than 0.45 W/sq. cm.

1.4 DELIVERY, STORAGE, AND HANDLING

A. Store resilient products and installation materials in dry spaces protected from the weather, with

ambient temperatures maintained within range recommended by manufacturer, but not less than

50 deg F or more than 90 deg F.

1.5 PROJECT CONDITIONS

A. Maintain ambient temperatures within range recommended by manufacturer, but not less than

70 deg F or more than 95 deg F, in spaces to receive resilient products during the following

time periods:

1. 48 hours before installation.

2. During installation.

3. 48 hours after installation.

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CDB 816-010-039 RESILIENT BASE AND ACCESSORIES 096513 - 2

B. Install resilient products after other finishing operations, including painting, have been

completed.

1.6 EXTRA MATERIALS

A. Furnish extra materials that match products installed and that are packaged with protective

covering for storage and identified with labels describing contents.

1. Furnish not less than 10 linear feet of each type, color, pattern, and size of resilient

product installed.

PART 2 - PRODUCTS

2.1 RESILIENT BASE

A. Manufacturers: Subject to compliance with requirements, provide products by one the

following:

1. Johnsonite.

2. Armstrong.

3. VPI.

B. Resilient Base Standard: ASTM F 1861.

1. Material Requirement: Type TV (vinyl, thermoplastic).

2. Manufacturing Method: Group I (solid, homogeneous).

3. Style: Straight (flat or toeless).

4. Minimum Thickness: 0.125 inch.

5. Height: 4 inches.

6. Lengths: Coils in manufacturer's standard length.

7. Outside Corners: Preformed.

8. Inside Corners: Preformed.

9. Finish: As selected by Architect from manufacturer's full range.

10. Colors: As indicated on the Drawings by manufacturer's designations.

2.2 INSTALLATION MATERIALS

A. Trowelable Leveling and Patching Compounds: Latex-modified, portland cement based or

blended hydraulic-cement-based formulation provided or approved by manufacturer for

applications indicated.

B. Adhesives: Water-resistant type recommended by manufacturer to suit resilient products and

substrate conditions indicated.

1. Use adhesives that comply with the following limits for VOC content when calculated

according to 40 CFR 59, Subpart D (EPA Method 24):

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

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CDB 816-010-039 RESILIENT BASE AND ACCESSORIES 096513 - 3

a. Cove Base Adhesives: Not more than 50 g/L.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates, with Installer present, for compliance with requirements for maximum

moisture content and other conditions affecting performance of the Work.

B. Verify that finishes of substrates comply with tolerances and other requirements specified in

other Sections and that substrates are free of cracks, ridges, depressions, scale, and foreign

deposits that might interfere with adhesion of resilient products.

C. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 PREPARATION

A. Prepare substrates according to manufacturer's written instructions to ensure adhesion of

resilient products.

B. Do not install resilient products until they are same temperature as the space where they are to

be installed.

1. Move resilient products and installation materials into spaces where they will be installed

at least 48 hours in advance of installation.

3.3 RESILIENT BASE INSTALLATION

A. Comply with manufacturer's written instructions for installing resilient base.

B. Apply resilient base to walls, columns, pilasters, casework and cabinets in toe spaces, and other

permanent fixtures in rooms and areas where base is required.

C. Install resilient base in lengths as long as practicable without gaps at seams and with tops of

adjacent pieces aligned.

D. Tightly adhere resilient base to substrate throughout length of each piece, with base in

continuous contact with horizontal and vertical substrates.

E. Do not stretch resilient base during installation.

F. On masonry surfaces or other similar irregular substrates, fill voids along top edge of resilient

base with manufacturer's recommended adhesive filler material.

G. Preformed Corners: Install preformed corners before installing straight pieces.

H. Job-Formed Corners:

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 RESILIENT BASE AND ACCESSORIES 096513 - 4

1. Outside Corners: Use straight pieces of maximum lengths possible. Form without

producing discoloration (whitening) at bends.

2. Inside Corners: Use straight pieces of maximum lengths possible.

3.4 CLEANING AND PROTECTION

A. Comply with manufacturer's written instructions for cleaning and protection of resilient

products.

B. Perform the following operations immediately after completing resilient product installation:

1. Remove adhesive and other blemishes from exposed surfaces.

2. Sweep and vacuum surfaces thoroughly.

3. Damp-mop surfaces to remove marks and soil.

C. Protect resilient products from mars, marks, indentations, and other damage from construction

operations and placement of equipment and fixtures during remainder of construction period.

END OF SECTION 096513

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ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 TILE CARPETING 096813 - 1

DIVISION 9 - FINISHES

SECTION 096813 - TILE CARPETING

PART 1 - GENERAL

1.1 WORK INCLUDES

A. Base Bid:

1. General Contractor Provide:

a. Modular, fusion-bonded carpet tile.

1.2 SUBMITTALS

A. Product Data: For each product indicated.

B. Shop Drawings: Show the following:

1. Existing flooring materials to be removed or remain.

2. Carpet tile type, color, and dye lot.

3. Pattern of installation.

4. Insets and borders.

5. Edge, transition, and other accessory strips.

6. Transition details to other flooring materials.

C. Samples for Verification: For each color and texture required.

1. Carpet Tile: Full-size Samples.

2. Exposed Edge, Transition, and other Accessory Stripping: 12-inch-long Samples.

D. Maintenance data.

1.3 QUALITY ASSURANCE

A. Installer Qualifications: An experienced installer who is certified by the Floor Covering

Installation Board or who can demonstrate compliance with its certification program

requirements.

1.4 DELIVERY, STORAGE, AND HANDLING

A. Comply with CRI 104, Section 5, "Storage and Handling."

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 TILE CARPETING 096813 - 2

1.5 PROJECT CONDITIONS

A. Comply with CRI 104, Section 7.2, "Site Conditions; Temperature and Humidity" and

Section 7.12, "Ventilation."

B. Environmental Limitations: Do not install carpet tiles until wet work in spaces is complete and

dry, and ambient temperature and humidity conditions are maintained at the levels indicated for

Project when occupied for its intended use.

C. Where demountable partitions or other items are indicated for installation on top of carpet tiles,

install carpet tiles before installing these items.

1.6 WARRANTY

A. Special Warranty for Carpet Tiles: Manufacturer's standard form in which manufacturer agrees

to repair or replace components of carpet tile installation that fail in materials or workmanship

within specified warranty period. Failures include, but are not limited to, more than 10 percent

loss of face fiber, edge raveling, snags, runs, loss of tuft bind strength, dimensional stability,

and delamination.

1. Warranty Period: 10 years from date of Substantial Completion.

PART 2 - PRODUCTS

2.1 CARPET TILE CPT-1

A. Manufacturers: Subject to compliance with requirements, provide one of the following:

1. Manufacturer: Interface

a. Product: 1016U0250H – Matrix

b. Color and Pattern: 100854 Hard Drive

c. Size: 24-inches by 24-inches or manufacturer's standard.

d. Installation Method: Non-Directional.

2. Manufacturer: Tandus

a. Product: Landform 03297.

b. Color and Pattern: Recycled Aluminum 65012

c. Size: 24-inches by 24-inches or manufacturer's standard.

d. Installation Method: Random.

3. Manufacturer: Mannington

a. Product: Elemental Neutrals.

b. Color and Pattern: Platinum 1210.

c. Size: 24-inches by 24-inches or manufacturer's standard.

d. Installation Method: Random.

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

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CDB 816-010-039 TILE CARPETING 096813 - 3

B. Primary Backing/Backcoating: Manufacturer's standard material.

C. Secondary Backing: Manufacturer's standard material.

D. Applied Soil-Resistance Treatment: Manufacturer's standard material.

E. Antimicrobial Treatment: Manufacturer's standard material.

2.2 INSTALLATION ACCESSORIES

A. Trowelable Leveling and Patching Compounds: Latex-modified, hydraulic-cement-based

formulation provided or recommended by carpet tile manufacturer.

B. Adhesives: Water-resistant, mildew-resistant, nonstaining, pressure-sensitive type to suit

products and subfloor conditions indicated, that complies with flammability requirements for

installed carpet tile and is recommended by carpet tile manufacturer for releasable installation.

PART 3 - EXECUTION

3.1 INSTALLATION

A. General: Comply with CRI 104, Section 14, "Carpet Modules," and with carpet tile

manufacturer's written installation instructions.

B. Installation Method: As recommended in writing by carpet tile manufacturer.

C. Extend carpet tile into toe spaces, door reveals, closets, open-bottomed obstructions, removable

flanges, alcoves, and similar openings.

D. Install pattern as indicated on Drawings and parallel to walls and borders.

END OF SECTION 096813

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 SOUND-ABSORBING WALL AND CEILING UNITS 098433 - 1

DIVISION 9 – FINISHES

SECTION 098433 - SOUND-ABSORBING WALL AND CEILING UNITS

PART 1 - GENERAL

1.1 WORK INCLUDES

A. Base Bid:

1. General Contractor Provide:

a. Shop-fabricated, fabric-wrapped panel units tested for acoustical performance,

including:

1) Sound-absorbing wall panels.

2) Sound-absorbing ceiling panels.

1.2 DEFINITIONS

A. NRC: Noise Reduction Coefficient.

1.3 ACTION SUBMITTALS

A. Product Data: For each type of fabric facing, panel edge, core material, and mounting indicated.

B. Shop Drawings: For sound-absorbing wall units. Include mounting devices and details; details

at panel head, base, joints, and corners; and details at ceiling, floor base, and wall intersections.

Indicate panel edge and core materials.

1. Include elevations showing panel sizes and direction of fabric weave and pattern

matching.

C. Samples for Initial Selection: For each type of fabric facing from sound-absorbing wall unit

manufacturer's full range.

D. Samples for Verification: For the following products, prepared on Samples of size indicated

below:

1. Fabric: Full-width by approximately 36-inch- (900-mm-) long Sample, but not smaller

than required to show complete pattern repeat, from dye lot to be used for the Work, and

with specified treatments applied. Mark top and face of fabric.

2. Panel Edge: 12-inch- (300-mm-) long Sample(s) showing each edge profile, corner, and

finish.

3. Core Material: 12-inch- (300-mm-) square Sample at corner.

4. Mounting Devices: Full-size Samples.

5. Assembled Panels: Approximately 36 by 36 inches (900 by 900 mm), including joints

and mounting methods.

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CDB 816-010-039 SOUND-ABSORBING WALL AND CEILING UNITS 098433 - 2

1.4 INFORMATIONAL SUBMITTALS

A. Coordination Drawings: Elevations and other details, drawn to scale, on which the following

items are shown and coordinated with each other, using input from installers of the items

involved:

1. Electrical outlets, switches, and thermostats.

2. Items penetrating or covered by sound-absorbing wall units including the following:

a. Lighting fixtures.

b. Air outlets and inlets.

c. Speakers.

d. Alarms.

e. Sprinklers.

f. Access panels.

3. Show operation of hinged and sliding components covered by or adjacent to sound-

absorbing wall units.

B. Product Certificates: For each type of sound-absorbing wall unit, from manufacturer.

1.5 CLOSEOUT SUBMITTALS

A. Maintenance Data: For sound-absorbing wall units to include in maintenance manuals. Include

fabric manufacturers' written cleaning and stain-removal recommendations.

1.6 QUALITY ASSURANCE

A. Source Limitations: Obtain sound-absorbing wall units from single source from single

manufacturer.

B. Fire-Test-Response Characteristics: Provide sound-absorbing wall units meeting the following

as determined by testing identical products by UL or another testing and inspecting agency

acceptable to authorities having jurisdiction:

1. Surface-Burning Characteristics: As determined by testing per ASTM E 84.

a. Flame-Spread Index: 25 or less.

b. Smoke-Developed Index: 450 or less.

2. Fire Growth Contribution: Meeting acceptance criteria of local code and authorities

having jurisdiction when tested according to NFPA 265.

C. Preinstallation Conference: Conduct conference at Project site.

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CDB 816-010-039 SOUND-ABSORBING WALL AND CEILING UNITS 098433 - 3

1.7 DELIVERY, STORAGE, AND HANDLING

A. Comply with fabric and sound-absorbing wall unit manufacturers' written instructions for

minimum and maximum temperature and humidity requirements for shipment, storage, and

handling.

B. Deliver materials and units in unopened bundles and store in a temperature-controlled dry place

with adequate air circulation.

1.8 PROJECT CONDITIONS

A. Environmental Limitations: Do not install sound-absorbing wall units until spaces are enclosed

and weathertight, wet work in spaces is complete and dry, work at and above ceilings is

complete, and ambient temperature and humidity conditions are maintained at the levels

indicated for Project when occupied for its intended use.

B. Field Measurements: Verify locations of sound-absorbing wall units and actual dimensions of

openings and penetrations by field measurements before fabrication.

PART 2 - PRODUCTS

2.1 SOUND-ABSORBING WALL UNITS

A. Manufacturers: Subject to compliance with requirements, available manufacturers offering

products that may be incorporated into the Work include, but are not limited to, the following:

1. Acoustical Panel Systems (APS, Inc.).

2. Acoustical Solutions, Inc.

3. Armstrong World Industries.

4. AVL Systems, Inc.

5. Benton Brothers Solutions, Inc.

6. Conwed Designscape; an Owens Corning company.

7. Decoustics Limited; a CertainTeed Ceilings company.

8. Essi Acoustical Products.

9. Golterman & Sabo.

10. Kinetics Noise Control, Inc.

11. Lamvin, Inc.

12. MBI Products Company, Inc.

13. Panel Solutions, Inc.

14. Perdue Acoustics.

15. Pinta Acoustic, Inc.

16. Proudfoot Company, Inc. (The).

17. Sound Concepts Canada, Inc.

18. Sound Management Group LLC.

19. Tectum Inc.

20. Wall Technology, Inc.; an Owens Corning company.

21. Working Walls, Inc.

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ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 SOUND-ABSORBING WALL AND CEILING UNITS 098433 - 4

2.2 SOUND-ABSORBING WALL UNITS

A. Sound-Absorbing Wall Panel: Manufacturer's standard panel construction consisting of facing

material stretched over front face of edge-framed core and bonded or attached to edges and back

of frame.

1. Mounting: Edge mounted with splines secured to substrate.

a. Finish Color at Exposed Edges: Match color of facing material.

2. Mounting: Back mounted with manufacturer's standard metal clips or bar hangers,

secured to substrate.

3. Core: Manufacturer's standard glass-fiber board or mineral-fiber board. Provide wood or

plywood nailing strips in core where required for installation.

a. Core-Face Layer: Manufacturer's standard impact-resistant, acoustically

transparent, copolymer sheet.

4. Edge Construction: Manufacturer's standard chemically hardened core with no frame;

extruded-aluminum or zinc-coated, rolled-steel frame; extruded PVC frame; or wood

frame, rabbeted, and splined with glued joints and machined corners.

5. Edge Profile: Square.

6. Corner Detail in Elevation: Square with continuous edge profile indicated.

7. Reveals between Panels: Recessed reveals as selected by Architect from manufacturer's

full range.

8. Acoustical Performance: Sound absorption NRC of not less than 0.65 according to

ASTM C 423 for Type A mounting according to ASTM E 795.

9. Nominal Core Thickness: 3/4 inch (19 mm).

10. Panel Height: Maximum 48 inches (1220 mm) or as indicated on Drawings.

11. Panel Width: Maximum 96 inches (2438 mm) or as indicated on Drawings.

2.3 SOUND-ABSORBING CEILING UNITS

A. Sound-Absorbing Ceiling Panel: Manufacturer's standard panel construction consisting of

cementitious wood fibers.

1. Mounting: Direct, secured to substrate.

2. Core: Cementitious-fiber board.

3. Edge Profile: Beveled on all four sides.

4. Reveals between Panels: Recessed reveals as selected by Architect from manufacturer's

full range.

5. Acoustical Performance: Sound absorption NRC not less than 0.65 according to

ASTM C 423 for Type A mounting according to ASTM E 795.

6. Nominal Panel Thickness: 1 inch (25 mm).

7. Panel Dimensions: Minimum 24 inches (610 mm) by 24 inches (610 mm).

2.4 MATERIALS

A. Core Materials: Manufacturer's standard.

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ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 SOUND-ABSORBING WALL AND CEILING UNITS 098433 - 5

1. Glass-Fiber Board: ASTM C 612, Type standard with manufacturer; nominal density of 6

to 7 lb/cu. ft. (96 to 112 kg/cu. m), unfaced, and dimensionally stable, molded rigid

board; and with maximum flame-spread and smoke-developed indexes of 25 and 50,

respectively.

2. Mineral-Fiber Board: Maximum flame-spread and smoke-developed indexes of 25 and

10, respectively; minimum density of 13 lb/cu. ft. (208 kg/cu. m), and with perforated

surface.

3. Cementitious-Fiber Board: Density of not less than 20 lb/cu. ft. (320 kg/cu. m).

4. Impact-Resistant, Acoustically Transparent, Copolymer Sheet for Face Layer: 1/16- to

1/8-inch- (1.6- to 3.2-mm-) thick layer of perforated, noncombustible, copolymer sheet

laminated to face of core.

5. Wood and Plywood: Manufacturer's standard plywood or clear, vertical grain, straight,

kiln-dried hardwood.

B. Facing Material: Fabric from same dye lot; color and pattern as selected by Architect from

manufacturer's full range.

C. Mounting Devices: Concealed on back of unit, recommended by manufacturer to support

weight of unit, and as follows:

1. Splines: Manufacturer's standard concealed metal or plastic splines that engage the kerfed

edges of the unit, with other moldings and trim for interior corners, exterior corners, and

exposed edges, with factory-applied finish on exposed items.

2. Adhesives: As recommended by sound-absorbing wall unit manufacturer and with a

VOC content of 70 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA

Method 24).

3. Adhesive Tape Strips: Manufacturer's standard 1/16-inch- (1.6-mm-) thick, double-sided

foam tape.

4. Hook-and-Loop Strips: Manufacturer's standard.

5. Impaling Clips: Manufacturer's standard.

6. Magnetic Strip or Devices: Manufacturer's standard.

7. Metal Clips or Bar Hangers: Manufacturer's standard two-part metal "Z" clips, with one

part of each clip mechanically attached to back of unit and the other part to substrate,

designed to permit unit removal.

2.5 FABRICATION

A. General: Use manufacturer's standard construction except as otherwise indicated; with facing

material applied to face, edges, and back border of dimensionally stable core; and with rigid

edges to reinforce panel perimeter against warpage and damage.

1. Glass-Fiber Board and Mineral-Fiber Board Cores: Chemically harden core edges and

areas of core where mounting devices are attached.

B. Core-Face Layer: Evenly stretched over core face and edges and securely attached to core; free

from puckers, ripples, wrinkles, or sags.

C. Facing Material: Apply fabric facing fully covering visible surfaces of unit; with material

stretched straight, on the grain, tight, square, and free from puckers, ripples, wrinkles, sags,

blisters, seams, adhesive, or other visible distortions or foreign matter.

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 SOUND-ABSORBING WALL AND CEILING UNITS 098433 - 6

1. Square Corners: Tailor corners.

2. Radius and Other Non-square Corners: Attach facing material so there are no seams or

gathering of material.

3. Fabrics with Directional or Repeating Patterns or Directional Weave: Mark fabric top and

attach fabric in same direction so pattern or weave matches in adjacent units.

D. Dimensional Tolerances of Finished Units: Plus or minus 1/16 inch (1.6 mm) for the following:

1. Thickness.

2. Edge straightness.

3. Overall length and width.

4. Squareness from corner to corner.

5. Chords, radii, and diameters.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine fabric, fabricated units, substrates, areas, and conditions, for compliance with

requirements, installation tolerances, and other conditions affecting performance of sound-

absorbing wall units.

B. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 INSTALLATION

A. Install sound-absorbing wall units in locations indicated with vertical surfaces and edges plumb,

top edges level and in alignment with other units, faces flush, and scribed to fit adjoining work

accurately at borders and at penetrations.

B. Install sound-absorbing ceiling units in locations indicated with edges in alignment with walls

and other units, faces flush, and scribed to fit adjoining work accurately at borders and at

penetrations.

C. Comply with sound-absorbing unit manufacturer's written instructions for installation of units

using type of mounting devices indicated. Mount units securely to supporting substrate.

D. Align and level fabric pattern and grain among adjacent units.

3.3 INSTALLATION TOLERANCES

A. Variation from Alignment with Surfaces: Plus or minus 1/16 inch (1.6 mm).

B. Variation from Level or Slope: Plus or minus 1/16 inch (1.6 mm).

C. Variation from Plumb and Level: Plus or minus 1/16 inch (1.6 mm).

D. Variation of Panel Joints from Hairline: Not more than 1/16 inch (1.6 mm) wide.

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ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 SOUND-ABSORBING WALL AND CEILING UNITS 098433 - 7

3.4 CLEANING

A. Clip loose threads; remove pills and extraneous materials.

B. Clean panels on completion of installation to remove dust and other foreign materials according

to manufacturer's written instructions.

END OF SECTION 098433

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 INTERIOR PAINTING 099123 - 1

DIVISION 9 – FINISHES

SECTION 099123 - INTERIOR PAINTING

PART 1 - GENERAL

1.1 WORK INCLUDES

A. Base Bid:

1. General Contractor Provide:

a. Surface preparation and the application of paint systems on the following interior

substrates:

1) Steel.

2) Gypsum board, wood, and MDF.

1.2 DEFINITIONS

A. Gloss Level 1: Not more than 5 units at 60 degrees and 10 units at 85 degrees, according to

ASTM D 523.

B. Gloss Level 2: Not more than 10 units at 60 degrees and 10 to 35 units at 85 degrees, according

to ASTM D 523.

C. Gloss Level 3: 10 to 25 units at 60 degrees and 10 to 35 units at 85 degrees, according to

ASTM D 523.

D. Gloss Level 4: 20 to 35 units at 60 degrees and not less than 35 units at 85 degrees, according

to ASTM D 523.

E. Gloss Level 5: 35 to 70 units at 60 degrees, according to ASTM D 523.

F. Gloss Level 6: 70 to 85 units at 60 degrees, according to ASTM D 523.

G. Gloss Level 7: More than 85 units at 60 degrees, according to ASTM D 523.

1.3 SUBMITTALS

A. Product Data: For each type of product. Include preparation requirements and application

instructions.

B. Samples for Verification: For each type of paint system and in each color and gloss of topcoat.

1. Submit Samples on rigid backing, 8 inches square.

2. Step coats on Samples to show each coat required for system.

3. Label each coat of each Sample.

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CDB 816-010-039 INTERIOR PAINTING 099123 - 2

4. Label each Sample for location and application area.

C. Product List: For each product indicated, include the following:

1. Cross-reference to paint system and locations of application areas. Use same

designations indicated on Drawings and in schedules.

2. Printout of current "MPI Approved Products List" for each product category specified in

Part 2, with the proposed product highlighted.

3. VOC content.

1.4 QUALITY ASSURANCE

A. Mockups: Apply mockups of each paint system indicated and each color and finish selected to

verify preliminary selections made under Sample submittals and to demonstrate aesthetic effects

and set quality standards for materials and execution.

1. Architect will select one surface to represent surfaces and conditions for application of

each paint system specified in Part 3.

a. Vertical and Horizontal Surfaces: Provide samples of at least 100 sq. ft.

b. Other Items: Architect will designate items or areas required.

2. Final approval of color selections will be based on mockups.

a. If preliminary color selections are not approved, apply additional mockups of

additional colors selected by Architect at no added cost to Owner.

3. Approval of mockups does not constitute approval of deviations from the Contract

Documents contained in mockups unless Architect specifically approves such deviations

in writing.

4. Subject to compliance with requirements, approved mockups may become part of the

completed Work if undisturbed at time of Substantial Completion.

1.5 DELIVERY, STORAGE, AND HANDLING

A. Store materials not in use in tightly covered containers in well-ventilated areas with ambient

temperatures continuously maintained at not less than 45 deg F.

1. Maintain containers in clean condition, free of foreign materials and residue.

2. Remove rags and waste from storage areas daily.

1.6 FIELD CONDITIONS

A. Apply paints only when temperature of surfaces to be painted and ambient air temperatures are

between 50 and 95 deg F.

B. Do not apply paints when relative humidity exceeds 85 percent; at temperatures less than 5

deg F above the dew point; or to damp or wet surfaces.

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CDB 816-010-039 INTERIOR PAINTING 099123 - 3

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Manufacturer: Subject to compliance with requirements, provide products by one of the

following:

1. Benjamin Moore & Co.

2. Sherwin Williams.

3. Pratt & Lambert.

B. Products: Subject to compliance with requirements, available products that may be

incorporated into the Work include, but are not limited to products listed in other Part 2 articles

for the paint category indicated.

1. The Drawings indicate a schedule of paint types (PT-#) for the purpose of color selection.

Provide equivalent products by the specified manufacturer, subject to the Architect’s

approval.

2.2 PAINT, GENERAL

A. MPI Standards: Provide products that comply with MPI standards indicated and that are listed

in its "MPI Approved Products List."

B. Material Compatibility:

1. Provide materials for use within each paint system that are compatible with one another

and substrates indicated, under conditions of service and application as demonstrated by

manufacturer, based on testing and field experience.

2. For each coat in a paint system, provide products recommended in writing by

manufacturers of topcoat for use in paint system and on substrate indicated.

C. VOC Content: Products shall comply with VOC limits of authorities having jurisdiction and,

for interior paints and coatings applied at Project site, the following VOC limits, exclusive of

colorants added to a tint base, when calculated according to 40 CFR 59, Subpart D (EPA

Method 24).

1. Flat Paints and Coatings: 50 g/L.

2. Nonflat Paints and Coatings: 150 g/L.

3. Dry-Fog Coatings: 400 g/L.

4. Primers, Sealers, and Undercoaters: 200 g/L.

5. Anticorrosive and Antirust Paints Applied to Ferrous Metals: 250 g/L.

6. Zinc-Rich Industrial Maintenance Primers: 340 g/L.

7. Pretreatment Wash Primers: 420 g/L.

8. Floor Coatings: 100 g/L.

9. Shellacs, Clear: 730 g/L.

10. Shellacs, Pigmented: 550 g/L.

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CDB 816-010-039 INTERIOR PAINTING 099123 - 4

D. Colors: As indicated in the color schedule on the Drawings or as selected from manufacturer’s

full range.

2.3 PRIMERS/SEALERS

A. Primer Sealer, Latex, Interior: MPI #50.

1. Benjamin Moore: Eco Spec, Interior Latex Primer Sealer.

2. ICI/Devoe Paint; Primz220 Int. Latex High-Hiding Wall Primer Sealer.

3. Sherwin Williams; ProMar, ProMar 200 Int. Latex Primer.

4. PPG; Speedhide, Interior Latex Primer Sealer.

2.4 METAL PRIMERS

A. Primer, Alkyd, Anti-Corrosive, for Metal: MPI #79.

1. M.A.B.; Rust-O-Lastic Anticorrosive; Int./ Ext. Alkyd Metal Primer

2. PPG; Speedhide Int. / Ext. Rust Inhibitive Steel Primer

3. Coronado Paint; Rust Scat; Alkyd Metal Primer

2.5 WATER-BASED PAINTS

A. Latex, Interior, Flat, (Gloss Level 1): MPI #53.

B. Latex, Interior, High Performance Architectural, (Gloss Level 3): MPI #139.

C. Latex, Interior, High Performance Architectural, Semi-Gloss (Gloss Level 5): MPI #141.

2.6 SOURCE QUALITY CONTROL

A. Testing of Paint Materials: Owner reserves the right to invoke the following procedure:

1. Owner will engage the services of a qualified testing agency to sample paint materials.

Contractor will be notified in advance and may be present when samples are taken. If

paint materials have already been delivered to Project site, samples may be taken at

Project site. Samples will be identified, sealed, and certified by testing agency.

2. Testing agency will perform tests for compliance with product requirements.

3. Owner may direct Contractor to stop applying coatings if test results show materials

being used do not comply with product requirements. Contractor shall remove

noncomplying paint materials from Project site, pay for testing, and repaint surfaces

painted with rejected materials. Contractor will be required to remove rejected materials

from previously painted surfaces if, on repainting with complying materials, the two

paints are incompatible.

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CDB 816-010-039 INTERIOR PAINTING 099123 - 5

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates and conditions, with Applicator present, for compliance with requirements

for maximum moisture content and other conditions affecting performance of the Work.

B. Maximum Moisture Content of Substrates: When measured with an electronic moisture meter

as follows:

1. Gypsum Board: 12 percent.

C. Gypsum Board Substrates: Verify that finishing compound is sanded smooth.

D. Verify suitability of substrates, including surface conditions and compatibility with existing

finishes and primers.

E. Proceed with coating application only after unsatisfactory conditions have been corrected.

1. Application of coating indicates acceptance of surfaces and conditions.

3.2 PREPARATION

A. Comply with manufacturer's written instructions and recommendations in "MPI Manual"

applicable to substrates indicated.

B. Remove hardware, covers, plates, and similar items already in place that are removable and are

not to be painted. If removal is impractical or impossible because of size or weight of item,

provide surface-applied protection before surface preparation and painting.

1. After completing painting operations, use workers skilled in the trades involved to

reinstall items that were removed. Remove surface-applied protection if any.

C. Clean substrates of substances that could impair bond of paints, including dust, dirt, oil, grease,

and incompatible paints and encapsulants.

1. Remove incompatible primers and reprime substrate with compatible primers or apply tie

coat as required to produce paint systems indicated.

D. Steel Substrates: Remove rust, loose mill scale, and shop primer, if any. Clean using methods

recommended in writing by paint manufacturer.

E. Shop-Primed Steel Substrates: Clean field welds, bolted connections, and abraded areas of shop

paint, and paint exposed areas with the same material as used for shop priming to comply with

SSPC-PA 1 for touching up shop-primed surfaces.

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CDB 816-010-039 INTERIOR PAINTING 099123 - 6

3.3 APPLICATION

A. Apply paints according to manufacturer's written instructions and to recommendations in "MPI

Manual."

1. Use applicators and techniques suited for paint and substrate indicated.

2. Paint surfaces behind movable equipment and furniture same as similar exposed surfaces.

Before final installation, paint surfaces behind permanently fixed equipment or furniture

with prime coat only.

3. Paint front and backsides of access panels, removable or hinged covers, and similar

hinged items to match exposed surfaces.

4. Do not paint over labels of independent testing agencies or equipment name,

identification, performance rating, or nomenclature plates.

5. Primers specified in painting schedules may be omitted on items that are factory primed

or factory finished if acceptable to topcoat manufacturers.

B. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks,

roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color

breaks.

C. Painting Fire Suppression, Plumbing, HVAC, Electrical, Communication, and Electronic Safety

and Security Work:

1. Paint the following work where exposed in equipment rooms:

a. Uninsulated metal piping.

b. Pipe hangers and supports.

c. Metal conduit.

d. Tanks that do not have factory-applied final finishes.

e. Duct, equipment, and pipe insulation having cotton or canvas insulation covering

or other paintable jacket material.

2. Paint the following work where exposed in occupied spaces:

a. Equipment, including panelboards.

b. Uninsulated metal piping.

c. Pipe hangers and supports.

d. Metal conduit.

e. Duct, equipment, and pipe insulation having cotton or canvas insulation covering

or other paintable jacket material.

f. Other items as directed by Architect.

3. Paint portions of internal surfaces of metal ducts, without liner, behind air inlets and

outlets that are visible from occupied spaces.

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3.4 FIELD QUALITY CONTROL

A. Dry Film Thickness Testing: Owner may engage the services of a qualified testing and

inspecting agency to inspect and test paint for dry film thickness.

1. Contractor shall touch up and restore painted surfaces damaged by testing.

2. If test results show that dry film thickness of applied paint does not comply with paint

manufacturer's written recommendations, Contractor shall pay for testing and apply

additional coats as needed to provide dry film thickness that complies with paint

manufacturer's written recommendations.

3.5 CLEANING AND PROTECTION

A. At end of each workday, remove rubbish, empty cans, rags, and other discarded materials from

Project site.

B. After completing paint application, clean spattered surfaces. Remove spattered paints by

washing, scraping, or other methods. Do not scratch or damage adjacent finished surfaces.

C. Protect work of other trades against damage from paint application. Correct damage to work of

other trades by cleaning, repairing, replacing, and refinishing, as approved by Architect, and

leave in an undamaged condition.

D. At completion of construction activities of other trades, touch up and restore damaged or

defaced painted surfaces.

3.6 INTERIOR PAINTING SCHEDULE

A. Steel Substrates (Door Frames):

1. High-Performance Architectural Latex System:

a. Prime Coat: Primer, alkyd, anti-corrosive, for metal, MPI #79.

b. Intermediate Coat: Latex, interior, high performance architectural, matching

topcoat.

c. Topcoat: Latex, interior, high performance architectural, semi-gloss (Gloss

Level 5), MPI #141.

B. Gypsum Board Substrates:

1. Latex System (Ceilings):

a. Prime Coat: Primer sealer, latex, interior, MPI #50.

b. Intermediate Coat: Latex, interior, matching topcoat.

c. Topcoat: Latex, interior, flat, (Gloss Level 1), MPI #53.

2. High-Performance Architectural Latex System (Walls):

a. Prime Coat: Primer sealer, latex, interior, MPI #50.

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CDB 816-010-039 INTERIOR PAINTING 099123 - 8

b. Intermediate Coat: Latex, interior, high performance architectural, matching

topcoat.

c. Topcoat: Latex, interior, high performance architectural, (Gloss

Level 3), MPI #139.

END OF SECTION 099123

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CDB 816-010-039 VISUAL DISPLAY UNITS 101100 - 1

DIVISION 10 – SPECIALTIES

SECTION 101100 – VISUAL DISPLAY UNITS

PART 1 - GENERAL

1.1 WORK INCLUDES

A. Base Bid:

1. General Contractor Provide:

a. Shop-Fabricated markerboards.

1.2 DEFINITIONS

A. Tackboard: Framed or unframed, tackable, visual display board assembly.

B. Visual Display Board Assembly: Visual display surface that is factory fabricated into

composite panel form, either with or without a perimeter frame; includes chalkboards,

markerboards, and tackboards.

C. Visual Display Surface: Surfaces that are used to convey information visually, including

surfaces of chalkboards, markerboards, tackboards, and surfacing materials that are not

fabricated into composite panel form but are applied directly to walls.

1.3 ACTION SUBMITTALS

A. Product Data: For each type of product indicated.

B. Samples for Verification: For each type of visual display surface indicated.

1. Visual Display Surface: Not less than 8-1/2 by 11 inches (215 by 280 mm), mounted on

substrate indicated for final Work. Include one panel for each type, color, and texture

required.

2. Trim: 6-inch- (152-mm-) long sections of each trim profile.

3. Accessories: Full-size Sample of each type of accessory.

1.4 INFORMATIONAL SUBMITTALS

A. Warranties: Sample of special warranties.

1.5 CLOSEOUT SUBMITTALS

A. Maintenance Data: For visual display surfaces to include in maintenance manuals.

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CDB 816-010-039 VISUAL DISPLAY UNITS 101100 - 2

1.6 QUALITY ASSURANCE

A. Source Limitations: Obtain visual display surfaces from single source from single

manufacturer.

B. Surface-Burning Characteristics: As determined by testing identical products according to

ASTM E 84 by a qualified testing agency. Identify products with appropriate markings of

applicable testing agency.

1. Flame-Spread Index: 25 or less.

2. Smoke-Developed Index: 50 or less.

C. Preinstallation Conference: Conduct conference at Project site.

1. Review locations and installation methods for visual display units with Architect and

Owner’s representative.

1.7 DELIVERY, STORAGE, AND HANDLING

A. Deliver factory-built visual display surfaces, including factory-applied trim where indicated,

completely assembled in one piece without joints, where possible. If dimensions exceed

maximum manufactured panel size, provide two or more pieces of equal length as acceptable to

Architect. When overall dimensions require delivery in separate units, prefit components at the

factory, disassemble for delivery, and make final joints at the site.

B. Store visual display surfaces vertically with packing materials between each unit.

1.8 WARRANTY

A. Special Warranty for Porcelain-Enamel Face Sheets: Manufacturer's standard form in which

manufacturer agrees to repair or replace porcelain-enamel face sheets that fail in materials or

workmanship within specified warranty period.

1. Failures include, but are not limited to, the following:

a. Surfaces lose original writing and erasing qualities.

b. Surfaces exhibit crazing, cracking, or flaking.

2. Warranty Period: 5 years from date of Substantial Completion.

PART 2 - PRODUCTS

2.1 MATERIALS, GENERAL

A. Porcelain-Enamel Face Sheet: Porcelain-enamel-clad, ASTM A 463/A 463M, Type 1,

stretcher-leveled aluminized steel, with 0.024-inch (0.60-mm) uncoated thickness; with

porcelain-enamel coating fused to steel at approximately 1000 deg F (538 deg C).

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CDB 816-010-039 VISUAL DISPLAY UNITS 101100 - 3

1. Gloss Finish: Low gloss; dry-erase markers wipe clean with dry cloth or standard eraser.

Suitable for use as projection screen.

B. Hardboard: ANSI A135.4, tempered.

C. Particleboard: ANSI A208.1, Grade M-1.

D. Fiberboard: ASTM C 208.

E. Extruded Aluminum: ASTM B 221 (ASTM B 221M), Alloy 6063.

2.2 MARKERBOARD ASSEMBLIES

A. Porcelain-Enamel Markerboards: Balanced, high-pressure, factory-laminated markerboard

assembly of three-ply construction consisting of backing sheet, core material, and porcelain-

enamel face sheet.

1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following:

a. Claridge Products and Equipment, Inc.; LCS Markerboard.

b. PolyVision Corporation; a Steelcase company; P3 ceramicsteel Chalkboard.

c. Tri-Best Visual Display Products.

2. Manufacturer's Standard Core: Minimum 1/4 inch (6 mm) thick, with manufacturer's

standard moisture-barrier backing.

3. Laminating Adhesive: Manufacturer's standard, moisture-resistant thermoplastic type.

2.3 MARKERBOARD ACCESSORIES

A. Aluminum Frames and Trim: Fabricated from not less than 0.062-inch- (1.57-mm-) thick,

extruded aluminum; standard size and shape.

1. Factory-Applied Trim: Manufacturer's standard.

B. Chalktray: Manufacturer's standard, continuous.

2.4 FABRICATION

A. Porcelain-Enamel Visual Display Assemblies: Laminate porcelain-enamel face sheet and

backing sheet to core material under heat and pressure with manufacturer's standard flexible,

waterproof adhesive.

B. Aluminum Frames and Trim: Fabricate units straight and of single lengths, keeping joints to a

minimum. Miter corners to a neat, hairline closure.

1. Where factory-applied trim is indicated, trim shall be assembled and attached to visual

display units at manufacturer's factory before shipment.

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CDB 816-010-039 VISUAL DISPLAY UNITS 101100 - 4

2.5 GENERAL FINISH REQUIREMENTS

A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for

recommendations for applying and designating finishes.

B. Protect mechanical finishes on exposed surfaces from damage by applying a strippable,

temporary protective covering before shipping.

C. Appearance of Finished Work: Noticeable variations in same piece are not acceptable.

Variations in appearance of adjoining components are acceptable if they are within the range of

approved Samples and are assembled or installed to minimize contrast.

2.6 ALUMINUM FINISHES

A. Clear Anodic Finish: AAMA 611, AA-M12C22A31, Class II, 0.010 mm or thicker.

2.7 VISUAL DISPLAY SURFACE SCHEDULE

A. Visual Display Board: Factory assembled.

1. Markerboard: Porcelain-enamel markerboard assembly.

2. Color: White.

3. Corners: Square.

4. Width: As indicated on Drawings.

5. Height: As indicated on Drawings.

6. Mounting: Wall.

7. Mounting Height: As indicated on Drawings.

8. Factory-Applied Aluminum Trim: Manufacturer's standard with clear anodic finish.

9. Chalktray: Manufacturer's standard type.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates and conditions, with Installer present, for compliance with requirements for

installation tolerances, surface conditions of wall, and other conditions affecting performance of

the Work.

B. Examine roughing-in for electrical power systems to verify actual locations of connections

before installation of motor-operated, sliding visual display units.

C. Examine walls and partitions for proper preparation and backing for visual display surfaces.

D. Examine walls and partitions for suitable framing depth where sliding visual display units will

be installed.

E. Proceed with installation only after unsatisfactory conditions have been corrected.

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CDB 816-010-039 VISUAL DISPLAY UNITS 101100 - 5

3.2 PREPARATION

A. Comply with manufacturer's written instructions for surface preparation.

B. Clean substrates of substances that could impair the performance of and affect the smooth,

finished surfaces of visual display boards, including dirt, mold, and mildew.

3.3 INSTALLATION, GENERAL

A. General: Install visual display surfaces in locations and at mounting heights indicated on

Drawings. Keep perimeter lines straight, level, and plumb. Provide grounds, clips, backing

materials, adhesives, brackets, anchors, trim, and accessories necessary for complete

installation.

3.4 INSTALLATION OF FACTORY-FABRICATED VISUAL DISPLAY BOARDS AND

ASSEMBLIES

A. Visual Display Boards: Attach concealed clips, hangers, and grounds to wall surfaces and to

visual display boards with fasteners at not more than 16 inches (400 mm) o.c. Secure both top

and bottom of boards to walls.

3.5 CLEANING AND PROTECTION

A. Clean visual display surfaces according to manufacturer's written instructions. Attach one

cleaning label to visual display surface in each room.

B. Touch up factory-applied finishes to restore damaged or soiled areas.

C. Cover and protect visual display surfaces after installation and cleaning.

END OF SECTION 101100

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CDB 816-010-039 PROJECTION SCREENS 115213 - 1

DIVISION 11 – EQUIPMENT

SECTION 115213 – PROJECTION SCREENS

PART 1 - GENERAL

1.1 WORK INCLUDES

A. Base Bid:

1. General Contractor Provide:

a. Electrically operated, front-projection screens and controls.

2. Electrical Contractor Provide:

a. Electrical connections for electrically operated, front-projection screens and

controls.

1.2 DEFINITIONS

A. Gain: Ratio of light reflected from screen material to that reflected perpendicularly from a

magnesium carbonate surface as determined per SMPTE RP 94.

B. Half-Gain Angle: The angle, measured from the axis of the screen surface to the most central

position on a perpendicular plane through the horizontal centerline of the screen where the gain

is half of the peak gain.

1.3 ACTION SUBMITTALS

A. Product Data: For each type of product.

B. Shop Drawings: Show layouts and types of front-projection screens. Include the following:

1. Drop lengths.

2. Location of seams in viewing surfaces.

3. Location of screen centerline relative to ends of screen case.

4. Anchorage details, including connection to supporting structure for suspended units.

5. Details of juncture of exposed surfaces with adjacent finishes.

6. Location of wiring connections for electrically operated units.

7. Wiring diagrams for electrically operated units.

8. Accessories.

1.4 CLOSEOUT SUBMITTALS

A. Maintenance Data: For front-projection screens to include in maintenance manuals.

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CDB 816-010-039 PROJECTION SCREENS 115213 - 2

1.5 DELIVERY, STORAGE, AND HANDLING

A. Environmental Limitations: Do not deliver or install front-projection screens until spaces are

enclosed and weathertight, wet work in spaces is complete and dry, and temporary HVAC

system is operating and maintaining ambient temperature and humidity conditions at occupancy

levels during the remainder of the construction period.

1.6 COORDINATION

A. Coordinate layout and installation of front-projection screens with adjacent construction,

including ceiling suspension systems, light fixtures, HVAC equipment, fire-suppression system,

and partitions.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Source Limitations for Projection Screens: Obtain front-projection screens from single

manufacturer. Obtain accessories, including necessary mounting hardware, from screen

manufacturer.

2.2 ELECTRICALLY OPERATED, FRONT-PROJECTION SCREENS

A. General: Manufacturer's standard units consisting of case, screen, motor, controls, mounting

accessories, and other components necessary for a complete installation. Provide units that are

listed and labeled as an assembly by UL or another testing and inspecting agency acceptable to

authorities having jurisdiction.

1. Electrical Components, Devices, and Accessories: Listed and labeled as defined in

NFPA 70, by a qualified testing agency, and marked for intended location and

application.

2. Controls: Remote, three-position control switch installed in recessed device box with

flush cover plate matching other electrical device cover plates in room where switch is

installed.

a. Provide number of control switches indicated for each screen.

b. Provide power supply for low-voltage systems if required.

3. Motor in Roller: Instant-reversing motor of size and capacity recommended by screen

manufacturer; with permanently lubricated ball bearings, automatic thermal-overload

protection, preset limit switches to automatically stop screen in up and down positions,

and positive-stop action to prevent coasting. Mount motor inside roller with vibration

isolators to reduce noise transmission.

4. Screen Mounting: Top edge securely anchored to rigid metal roller and bottom edge

formed into a pocket holding a 3/8-inch- (9.5-mm-) diameter metal rod with ends of rod

protected by plastic caps.

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 PROJECTION SCREENS 115213 - 3

a. Roller for end-mounted motor is supported by self-aligning bearings in brackets.

b. Roller for motor in roller is supported by vibration- and noise-absorbing supports.

B. Suspended, Electrically Operated Screens with Automatic Ceiling Closure, with Motor-in-

Roller, and without Tab Tensioning: Units designed and fabricated for suspended mounting;

with bottom of case composed of two panels, fully enclosing screen, motor, and wiring; one

panel hinged and designed to open and close automatically when screen is lowered and fully

raised, the other removable or openable for access to interior of case.

1. Provide metal or metal-lined wiring compartment.

2. Screen Case: Made from metal.

3. Provide screen case constructed to be installed with underside flush with ceiling.

4. Finish on Exposed Surfaces: Vinyl covering or baked enamel.

C. Products: Subject to compliance with requirements, provide products by one of the following

1. Da-Lite Screen Company.

2. Advantage Deluxe Electrol.

3. Draper Inc; Ultimate Access/Series E.

2.3 FRONT-PROJECTION SCREEN MATERIAL

A. Matte-White Viewing Surface: Peak gain of not less than 0.9, and gain of not less than 0.8 at an

angle of 50 degrees from the axis of the screen surface.

1. Products: Subject to compliance with requirements, provide Da-Lite Screen Company;

Matte White, or one of the following:

a. BEI Audio-Visual Products; Matte White.

b. Bretford, Inc; Matte White.

c. Draper Inc; Matte White.

d. Stewart Filmscreen Corporation; Snomatte 100.

B. Flame Resistance: Passes NFPA 701.

C. Flame-Spread Index: Not greater than 75 when tested according to ASTM E 84.

D. Seamless Construction: Provide screens, in sizes indicated, without seams.

E. Edge Treatment: Black masking borders.

F. Size of Viewing Surface: As indicated on Drawings.

G. Extra Drop Length: As needed at top of screen for bottom of screen to be 36 inches (900 mm)

above floor and 36 inches (900 mm) at bottom of screen.

1. Color: Same as viewing surface.

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 PROJECTION SCREENS 115213 - 4

PART 3 - EXECUTION

3.1 INSTALLATION

A. Install front-projection screens at locations indicated to comply with screen manufacturer's

written instructions.

B. Install front-projection screens with screen cases in position and in relation to adjoining

construction indicated. Securely anchor to supporting substrate in a manner that produces a

smoothly operating screen with vertical edges plumb and viewing surface flat when screen is

lowered.

1. Install low-voltage controls according to NFPA 70 and complying with manufacturer's

written instructions.

a. Wiring Method: Install wiring in raceway except in accessible ceiling spaces and

in gypsum board partitions where unenclosed wiring method may be used. Use

UL-listed plenum cable in environmental air spaces, including plenum ceilings.

Conceal raceway and cables except in unfinished spaces.

2. Test electrically operated units to verify that screen controls, limit switches, closures, and

other operating components are in optimum functioning condition.

3. Test manually operated units to verify that screen-operating components are in optimum

functioning condition.

END OF SECTION 115213

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 CURTAINS AND DRAPES 122200 - 1

DIVISION 12 – FURNISHINGS

SECTION 122200 – CURTAINS AND DRAPES

PART 1 - GENERAL

1.1 WORK INCLUDES

A. Base Bid:

1. General Contractor Provide:

a. Draperies and wall mounted drapery tracks.

1.2 ACTION SUBMITTALS

A. Product Data: For the following:

1. Tracks: Include maximum weights of draperies that can be supported.

2. Fabrics.

B. Shop Drawings:

1. Tracks: Show installation and anchorage details and locations of controls.

2. Draperies: Show sizes, locations, and details of installation.

C. Samples: For each drapery fabric and for each color and texture specified, 10 by 8 inches (250

by 200 mm) in size.

1.3 FIELD CONDITIONS

A. Field Measurements: Verify dimensions by field measurements before drapery fabrication, and

indicate measurements on Shop Drawings.

B. Scheduling: Do not deliver or install draperies until after other finish work, including painting,

is complete and spaces are otherwise ready for occupancy.

PART 2 - PRODUCTS

2.1 DRAPERY TRACKS

A. Manually Operated Track:

1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following:

a. Kirsch; Curtain Track.

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 CURTAINS AND DRAPES 122200 - 2

b. Forest Group USA, Inc.; Curtain Track.

c. Silent Gliss USA Inc. ; Curtain Track.

d. Springs Window Fashions; Curtain Track.

2. Construction: Extruded aluminum, slotted for mounting at interval of not more than 24

inches (610 mm) o.c.

a. Lengths and Configurations: As indicated on Drawings.

b. Support Capability: Weight of drapery indicated mounted on track length

indicated.

c. Finish: Manufacturer's standard.

3. Mounting Brackets: Aluminum, of type suitable for fastening track to surface indicated

and designed to support weight of track assembly and drapery plus force applied to

operate track.

a. Mounting Surface: Wall.

b. Size: Adjustable.

4. Installation Fasteners: Sized to support track assembly and drapery, and fabricated from

metal compatible with track, brackets, and supporting construction. Provide two

fasteners to fasten each bracket to supporting construction.

5. Operation: Cord tension pulley.

a. Pulley Mounting Location: Wall.

b. Draw: One way, stack left.

c. Operating Hardware Location: On stack side.

6. Carriers: Rollers with “Master Carriers”.

a. Master Carriers: Butt.

7. End Stops: Manufacturer's standard with track end cap.

8. Pulls: Heavy-Duty.

2.2 DRAPERIES

A. Manufacturers: Subject to compliance with requirements, provide products by one of the

following:

1. Knoll Textiles:

a. Product: Slumber D52/5, fully lined drapery.

b. Pattern: Solid.

c. Color: As selected from manufacturer’s full range of standard colors.

d. Material: Avora FR Polyester 78%, Polyester 22%

e. Weight: 12 oz. per linear yard.

f. Width: 54-inches.

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 CURTAINS AND DRAPES 122200 - 3

2. Carnegie:

a. Product: Chamois 2102-118, fully lined drapery.

b. Pattern: Solid.

c. Color: As selected from manufacturer’s full range of standard colors.

d. Material: 100% Trevera CS Polyester

e. Weight: 12 oz. per linear yard.

f. Width: 118-inches.

3. Maharam:

a. Product: Compas By Kvadrat 281620, fully lined drapery.

b. Pattern: Solid.

c. Color: As selected from manufacturer’s full range of standard colors.

d. Material: 100% Trevera CS Polyester

e. Weight: 12 oz. per linear yard.

f. Width: 54-inches.

B. Drapery Fabric:

1. Pattern: Solid

2. Color: As selected from manufacturer’s full range of standard colors.

3. Fiber Content: As indicated.

4. Width: As indicated.

5. Textile Treatments: Stain repellent.

C. Source Limitations: Obtain each color and pattern of drapery fabric and trim from one dye lot.

2.3 DRAPERY FABRICATION

A. Fabricate draperies in heading styles and fullnesses indicated. Fabricate headings to stand erect.

If less than a full width of fabric is required to produce panel of specified fullness, use equal

widths of not less than one-half width of fabric located at ends of panel.

1. One-Way-Stacking Draperies: Add 5 inches (127 mm) to overall width for returns.

2. Center-Opening Draperies: Add 10 inches (254 mm) to overall width for overlap.

B. Seams: Sew vertical seams with twin-needle sewing machine with selvage trimmed and

overlocked. Join widths so that patterns match and vertical seams lay flat and straight without

puckering. Horizontal seams are not acceptable.

C. Side Hems: Double-turned, 1-1/2-inch- (38-mm-) wide hems consisting of three layers of

fabric, and blind stitched so that stitches are not visible on face of drapery.

D. Bottom Hems: Double-turned, 4-inch- (102-mm-) wide hems consisting of three layers of

fabric, and weighted and blind stitched so that weights and stitches are not visible on face of

drapery.

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 CURTAINS AND DRAPES 122200 - 4

PART 3 - EXECUTION

3.1 DRAPERY TRACK INSTALLATION

A. Install track systems according to manufacturer's written instructions, level and plumb, and at

height and location in relation to adjoining openings as indicated on Drawings.

B. Isolate metal parts of tracks and brackets from concrete, masonry, and mortar to prevent

galvanic action. Use tape or another method recommended in writing by track manufacturer.

3.2 DRAPERY INSTALLATION

A. Where draperies abut overhead construction, hang draperies so that clearance between headings

and overhead construction is 1/4 inch (6.4 mm).

B. Where draperies extend to floor, install so that bottom hems clear finished floor by not more

than 1 inch (25 mm) and not less than 1/2 inch (13 mm).

3.3 ADJUSTING

A. After hanging draperies, test and adjust each track to produce unencumbered, smooth operation.

B. Steam and dress down draperies as required to produce crease- and wrinkle-free installation.

C. Remove and replace draperies that are stained or soiled.

END OF SECTION 122200

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 8160-010-039 WET-PIPE SPRINKLER SYSTEMS 21 13 13-1

DIVISION 21– FIRE SUPRESSION

SECTION 21 13 13 – WET-PIPE SPRINKLER SYSTEMS

PART 1 - GENERAL

1.1 WORK INCLUDES

A. Base Bid:

1. Fire Protection Contractor provide:

a. Pipes, fittings, and specialties.

b. Sprinklers.

1.2 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and Division 01 Specification Sections, apply to this Section.

1.3 DEFINITIONS

A. Standard-Pressure Sprinkler Piping: Wet-pipe sprinkler system piping designed to operate at

working pressure of 175 psig maximum.

1.4 SYSTEM DESCRIPTIONS

A. Wet-Pipe Sprinkler System: Automatic sprinklers are attached to piping containing water and

that is connected to water supply through alarm valve. Water discharges immediately from

sprinklers when they are opened. Sprinklers open when heat melts fusible link or destroys

frangible device. Hose connections are included if indicated.

1.5 PERFORMANCE REQUIREMENTS

A. Standard-Pressure Piping System Component: Listed for 175-psig minimum working pressure.

B. Delegated Design: Design sprinkler system(s), including comprehensive engineering analysis

by a qualified professional engineer or NICET level 3-4 certified technician as required by

Illinois Professional Engineering Act, using performance requirements and design criteria

indicated.

C. Sprinkler system design shall be approved by authorities having jurisdiction.

1. Margin of Safety for Available Water Flow and Pressure: 5 psi, including losses through

water-service piping, valves, and backflow preventers.

2. Sprinkler Occupancy Hazard Classifications:

a. Mechanical, Electrical/AV Equipment Rooms: Ordinary Hazard, Group 1.

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 8160-010-039 WET-PIPE SPRINKLER SYSTEMS 21 13 13-2

b. Public Areas: Light Hazard.

3. Minimum Density for Automatic-Sprinkler Piping Design:

a. Light-Hazard Occupancy: 0.10 gpm over 1500-sq. ft. area.

b. Ordinary-Hazard, Group 1 Occupancy: 0.15 gpm over 1500-sq. ft. area.

4. Maximum Protection Area per Sprinkler: Per UL listing.

a. Office Spaces: 225 sq. ft.

b. Mechanical Equipment Rooms: 130 sq. ft.

1.6 SUBMITTALS

A. Product Data: For each type of product indicated. Include rated capacities, operating

characteristics, electrical characteristics, and furnished specialties and accessories.

B. Shop Drawings: For wet-pipe sprinkler systems. Include plans, elevations, sections, details, and

attachments to other work.

C. Delegated-Design Submittal: For sprinkler systems indicated to comply with performance

requirements and design criteria, including analysis data signed and sealed by the qualified

professional engineer responsible for their preparation.

D. Coordination Drawings: Sprinkler systems, drawn to scale, on which the following items are

shown and coordinated with each other, using existing conditions and input from installers of

the items involved:

1. Domestic water piping.

2. HVAC and hydronic piping.

3. Lighting fixtures

4. Acoustical ceiling panels

5. Structural Beams

E. Qualification Data: For qualified Installer and professional engineer.

F. Approved Sprinkler Piping Drawings: Working plans, prepared according to NFPA 13, that

have been approved by authorities having jurisdiction, including hydraulic calculations if

applicable.

G. Welding certificates.

H. Fire-hydrant flow test report.

I. Field Test Reports and Certificates: Indicate and interpret test results for compliance with

performance requirements and as described in NFPA 13. Include "Contractor's Material and

Test Certificate for Aboveground Piping."

J. Field quality-control reports.

K. Operation and Maintenance Data: For sprinkler specialties to include in emergency, operation,

and maintenance manuals.

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 8160-010-039 WET-PIPE SPRINKLER SYSTEMS 21 13 13-3

1.7 QUALITY ASSURANCE

A. Installer Qualifications:

1. Installer's responsibilities include designing, fabricating, and installing sprinkler systems

and providing professional engineering services needed to assume engineering

responsibility. Base calculations on results of fire-hydrant flow test.

a. Engineering Responsibility: Preparation of working plans, calculations, and field

test reports by a qualified professional engineer.

B. Welding Qualifications: Qualify procedures and operators according to ASME Boiler and

Pressure Vessel Code.

C. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by

a qualified testing agency, and marked for intended location and application.

D. NFPA Standards: Sprinkler system equipment, specialties, accessories, installation, and testing

shall comply with the following:

1. NFPA 13, "Installation of Sprinkler Systems."

1.8 PROJECT CONDITIONS

A. Interruption of Existing Sprinkler Service: Do not interrupt sprinkler service to facilities

occupied by Owner or others unless permitted under the following conditions and then only

after arranging to provide temporary sprinkler service according to requirements indicated:

1. Notify Architect and Construction Manager no fewer than two days in advance of

proposed interruption of sprinkler service.

2. Do not proceed with interruption of sprinkler service without written permission.

1.9 COORDINATION

A. Coordinate layout and installation of sprinklers with other construction that penetrates ceilings,

including light fixtures, HVAC equipment, and partition assemblies.

1.10 EXTRA MATERIALS

A. Furnish extra materials that match products installed and that are packaged with protective

covering for storage and identified with labels describing contents.

1. Sprinkler Cabinets: Finished, wall-mounted, steel cabinet with hinged cover, and with

space for minimum of six spare sprinklers plus sprinkler wrench. Include number of

sprinklers required by NFPA 13 and sprinkler wrench. Include separate cabinet with

sprinklers and wrench for each type of sprinkler used on Project.

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 8160-010-039 WET-PIPE SPRINKLER SYSTEMS 21 13 13-4

PART 2 - PRODUCTS

2.1 PIPING MATERIALS

A. Comply with requirements in "Piping Schedule" Article for applications of pipe, tube, and

fitting materials, and for joining methods for specific services, service locations, and pipe sizes.

2.2 STEEL PIPE AND FITTINGS

A. Standard Weight, Black-Steel Pipe: ASTM A 53/A 53M, Type E, Grade B. Pipe ends may be

factory or field formed to match joining method.

B. Schedule 10, Black-Steel Pipe: ASTM A 135 or ASTM A 795/A 795M

C. Black-Steel Pipe Nipples: ASTM A 733, made of ASTM A 53/A 53M, standard-weight,

seamless steel pipe with threaded ends.

D. Galvanized and Uncoated, Steel Couplings: ASTM A 865, threaded.

E. Galvanized and Uncoated, Gray-Iron Threaded Fittings: ASME B16.4, Class 125, standard

pattern.

F. Malleable- or Ductile-Iron Unions: UL 860.

G. Cast-Iron Flanges: ASME 16.1, Class 125.

H. Steel Flanges and Flanged Fittings: ASME B16.5, Class 150.

I. Steel Welding Fittings: ASTM A 234/A 234M and ASME B16.9.

J. Grooved-Joint, Steel-Pipe Appurtenances:

1. Manufacturers: Subject to compliance with requirements, available manufacturers

offering products that may be incorporated into the Work include, but are not limited to,

the following:

a. Anvil International, Inc.

b. Shurjoint Piping Products.

c. Tyco Fire & Building Products LP.

d. Victaulic Company.

2. Pressure Rating: 175 psig minimum.

3. Galvanized and Uncoated, Grooved-End Fittings for Steel Piping: ASTM A 47/A 47M,

malleable-iron casting or ASTM A 536, ductile-iron casting; with dimensions matching

steel pipe.

4. Grooved-End-Pipe Couplings for Steel Piping: AWWA C606 and UL 213, rigid pattern,

unless otherwise indicated, for steel-pipe dimensions. Include ferrous housing sections,

EPDM-rubber gasket, and bolts and nuts.

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 8160-010-039 WET-PIPE SPRINKLER SYSTEMS 21 13 13-5

2.3 PIPING JOINING MATERIALS

A. Pipe-Flange Gasket Materials: AWWA C110, rubber, flat face, 1/8 inch (3.2 mm) thick or

ASME B16.21, nonmetallic and asbestos free.

1. Class 125, Cast-Iron Flanges and Class 150, Bronze Flat-Face Flanges: Full-face gaskets.

2. Class 250, Cast-Iron Flanges and Class 300, Steel Raised-Face Flanges: Ring-type

gaskets.

B. Metal, Pipe-Flange Bolts and Nuts: ASME B18.2.1, carbon steel unless otherwise indicated.

C. Welding Filler Metals: Comply with AWS D10.12M/D10.12 for welding materials appropriate

for wall thickness and chemical analysis of steel pipe being welded.

2.4 SPRINKLER SPECIALTY PIPE FITTINGS

A. Branch Outlet Fittings: Mechanical-T and mechanical-cross fittings shall not be provided.

2.5 SPRINKLERS

A. Manufacturers: Subject to compliance with requirements, available manufacturers offering

products that may be incorporated into the Work include, but are not limited to, the following:

1. Reliable Automatic Sprinkler Co., Inc.

2. Tyco Fire & Building Products LP.

3. Victaulic Company.

4. Viking Corporation.

B. General Requirements:

1. Standard: UL's "Fire Protection Equipment Directory" listing or "Approval Guide,"

published by FM Global, listing.

2. Pressure Rating for Automatic Sprinklers: 175 psig minimum.

3. Pressure Rating for High-Pressure Automatic Sprinklers: 250 psig minimum.

C. Automatic Sprinklers with Heat-Responsive Element:

1. Nonresidential Applications: UL 199 .

2. Characteristics: Nominal 1/2-inch orifice with Discharge Coefficient K of 5.6, and for

"Ordinary" temperature classification rating unless otherwise indicated or required by

application.

D. Sprinkler Finishes:

1. Chrome plated.

2. Bronze.

3. Factory Painted.

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 8160-010-039 WET-PIPE SPRINKLER SYSTEMS 21 13 13-6

E. Sprinkler Escutcheons: Materials, types, and finishes for the following sprinkler mounting

applications. Escutcheons for concealed, flush, and recessed-type sprinklers are specified with

sprinklers.

1. Ceiling Mounting: Chrome-plated steel, one piece, flat

2. Sidewall Mounting: Chrome-plated steel, one piece, flat.

F. Sprinkler Guards:

1. Manufacturers: Subject to compliance with requirements[available manufacturers

offering products that may be incorporated into the Work include, but are not limited to,

the following:

a. Reliable Automatic Sprinkler Co., Inc.

b. Tyco Fire & Building Products LP.

c. Victaulic Company.

d. Viking Corporation.

2. Standard: UL 199.

3. Type: Wire cage with fastening device for attaching to sprinkler.

PART 3 - EXECUTION

3.1 PREPARATION

A. Perform fire-hydrant flow test according to NFPA 13 and NFPA 291. Use results for system

design calculations required in "Quality Assurance" Article.

B. Report test results promptly and in writing.

3.2 PIPING INSTALLATION

A. Locations and Arrangements: Drawing plans, schematics, and diagrams indicate general

location and arrangement of piping. Install piping as indicated, as far as practical.

1. Deviations from approved working plans for piping require written approval from

authorities having jurisdiction. File written approval with Architect before deviating from

approved working plans.

B. Piping Standard: Comply with requirements for installation of sprinkler piping in NFPA 13.

C. Use listed fittings to make changes in direction, branch takeoffs from mains, and reductions in

pipe sizes.

D. Install flanges, flange adapters, or couplings for grooved-end piping on valves, apparatus, and

equipment having NPS 2-1/2 and larger end connections.

E. Install sprinkler piping with drains for complete system drainage.

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 8160-010-039 WET-PIPE SPRINKLER SYSTEMS 21 13 13-7

F. Install hangers and supports for sprinkler system piping according to NFPA 13. Comply with

requirements for hanger materials in NFPA 13.

G. Fill sprinkler system piping with water.

3.3 JOINT CONSTRUCTION

A. Install couplings, flanges, flanged fittings, unions, nipples, and transition and special fittings

that have finish and pressure ratings same as or higher than system's pressure rating for

aboveground applications unless otherwise indicated.

B. Install flanges, flange adapters, or couplings for grooved-end piping on valves, apparatus, and

equipment having NPS 2-1/2 and larger end connections.

C. Ream ends of pipes and tubes and remove burrs. Bevel plain ends of steel pipe.

D. Remove scale, slag, dirt, and debris from inside and outside of pipes, tubes, and fittings before

assembly.

E. Flanged Joints: Select appropriate gasket material in size, type, and thickness suitable for water

service. Join flanges with gasket and bolts according to ASME B31.9.

F. Threaded Joints: Thread pipe with tapered pipe threads according to ASME B1.20.1. Cut

threads full and clean using sharp dies. Ream threaded pipe ends to remove burrs and restore

full ID. Join pipe fittings and valves as follows:

1. Apply appropriate tape or thread compound to external pipe threads.

2. Damaged Threads: Do not use pipe or pipe fittings with threads that are corroded or

damaged.

G. Welded Joints: Construct joints according to AWS D10.12M/D10.12, using qualified processes

and welding operators according to "Quality Assurance" Article.

1. Shop weld pipe joints where welded piping is indicated. Do not use welded joints for

galvanized-steel pipe.

H. Steel-Piping, Cut-Grooved Joints: Cut square-edge groove in end of pipe according to

AWWA C606. Assemble coupling with housing, gasket, lubricant, and bolts. Join steel pipe and

grooved-end fittings according to AWWA C606 for steel-pipe joints.

I. Steel-Piping, Roll-Grooved Joints: Roll rounded-edge groove in end of pipe according to

AWWA C606. Assemble coupling with housing, gasket, lubricant, and bolts. Join steel pipe and

grooved-end fittings according to AWWA C606 for steel-pipe grooved joints.

3.4 SPRINKLER INSTALLATION

A. Install sprinklers in suspended ceilings centered in both directions of acoustical ceiling panels as

coordinated with architect.

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ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 8160-010-039 WET-PIPE SPRINKLER SYSTEMS 21 13 13-8

3.5 IDENTIFICATION

A. Install labeling and pipe markers on equipment and piping according to requirements in

NFPA 13.

3.6 FIELD QUALITY CONTROL

A. Perform tests and inspections.

B. Tests and Inspections:

1. Leak Test: After installation, charge systems and test for leaks. Repair leaks and retest

until no leaks exist.

2. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and

equipment.

3. Flush, test, and inspect sprinkler systems according to NFPA 13, "Systems Acceptance"

Chapter.

4. Energize circuits to electrical equipment and devices.

5. Coordinate with fire-alarm tests. Operate as required.

6. Coordinate with fire-pump tests. Operate as required.

7. Verify that equipment hose threads are same as local fire-department equipment.

C. Sprinkler piping system will be considered defective if it does not pass tests and inspections.

D. Prepare test and inspection reports.

3.7 CLEANING

A. Clean dirt and debris from sprinklers.

B. Remove and replace sprinklers with paint other than factory finish.

3.8 DEMONSTRATION

A. Train Owner's maintenance personnel to adjust, operate, and maintain automatic sprinkler

system.

3.9 PIPING SCHEDULE

A. Standard-pressure, wet-pipe sprinkler system, NPS 2 and smaller , shall be one of the following:

1. Standard-weight, black-steel pipe with threaded ends; uncoated, gray-iron threaded

fittings; and threaded joints.

2. Standard-weight, galvanized-steel pipe with threaded ends; galvanized, gray-iron

threaded fittings; and threaded joints.

B. Standard-pressure, wet-pipe sprinkler system, NPS 2-1/2 to NPS 4, shall be one of the

following:

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 8160-010-039 WET-PIPE SPRINKLER SYSTEMS 21 13 13-9

1. Standard-weight, black-steel pipe with threaded ends; uncoated, gray-iron threaded

fittings; and threaded joints.

2. Standard-weight, galvanized-steel pipe with threaded ends; galvanized, gray-iron

threaded fittings; and threaded joints.

3. Standard-weight, black-steel pipe with cut- or roll-grooved ends; uncoated, grooved-end

fittings for steel piping; grooved-end-pipe couplings for steel piping; and grooved joints.

4. Standard-weight, galvanized-steel pipe with cut-grooved ends; galvanized, grooved-end

fittings for steel piping; grooved-end-pipe couplings for steel piping; and grooved joints.

5. Standard-weight , black-steel pipe with plain ends; steel welding fittings; and welded

joints.

6. Schedule 10, black-steel pipe with roll-grooved ends; uncoated, grooved-end fittings for

steel piping; grooved-end-pipe couplings for steel piping; and grooved joints.

7. Schedule 10, black-steel pipe with plain ends; welding fittings; and welded joints.

C. Standard-pressure, wet-pipe sprinkler system, NPS 5 and larger , shall be one of the following:

1. Standard-weight, black-steel pipe with threaded ends; uncoated, gray-iron threaded

fittings; and threaded joints.

2. Standard-weight, galvanized-steel pipe with threaded ends; galvanized, gray-iron

threaded fittings; and threaded joints.

3. Standard-weight, black-steel pipe with cut- or roll-grooved ends; uncoated, grooved-end

fittings for steel piping; grooved-end-pipe couplings for steel piping; and grooved joints.

4. Standard-weight, galvanized-steel pipe with cut-grooved ends; galvanized, grooved-end

fittings for steel piping; grooved-end-pipe couplings for steel piping; and grooved joints.

5. Standard-weight, black-steel pipe with plain ends; steel welding fittings; and welded

joints.

6. Schedule 10, black-steel pipe with roll-grooved ends; uncoated, grooved-end fittings for

steel piping; grooved-end-pipe couplings for steel piping; and grooved joints.

7. Schedule 10, black-steel pipe with plain ends; welding fittings; and welded joints.

3.10 SPRINKLER SCHEDULE

A. Use sprinkler types in subparagraphs below for the following applications:

1. Rooms without Ceilings: Upright sprinklers.

2. Rooms with Suspended Ceilings: Pendent and concealed sprinklers as indicated.

3. Wall Mounting: Sidewall sprinklers.

B. Provide sprinkler types in subparagraphs below with finishes indicated.

1. Concealed Sprinklers: Rough brass, with factory-painted white cover plate.

2. Flush Sprinklers: Bright chrome, with painted white escutcheon.

3. Upright, Pendent and Sidewall Sprinklers: Chrome plated in finished spaces exposed to

view; rough bronze in unfinished spaces not exposed to view; wax coated where exposed

to acids, chemicals, or other corrosive fumes.

END OF SECTION 211313

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 TESTING, ADJUSTING, & BALANCING 23 05 93 - 1

DIVISION 23 – HEATING, VENTILATING AND AIR CONDITIONING

SECTION 23 05 93 – TESTING, ADJUSTING, AND BALANCING

PART 1 – GENERAL

1.1 WORK INCLUDES

A. Base Bid:

1. Ventilation Contractor Provide:

a. Air Systems:

1) Constant-volume air systems.

2) Variable-air-volume systems.

b. HVAC equipment quantitative-performance settings.

c. Verifying that automatic control devices are functioning properly.

d. Reporting results of activities and procedures specified in this Section.

1.2 DEFINITIONS

A. Adjust: To regulate fluid flow rate and air patterns at the terminal equipment, such as to reduce

fan speed or adjust a damper.

B. Balance: To proportion flows within the distribution system, including submains, branches, and

terminals, according to indicated quantities.

C. Barrier or Boundary: Construction, either vertical or horizontal, such as walls, floors, and

ceilings that are designed and constructed to restrict the movement of airflow, smoke, odors,

and other pollutants.

D. Draft: A current of air, when referring to localized effect caused by one or more factors of high

air velocity, low ambient temperature, or direction of airflow, whereby more heat is withdrawn

from a person's skin than is normally dissipated.

E. NC: Noise criteria.

F. Procedure: An approach to and execution of a sequence of work operations to yield repeatable

results.

G. RC: Room criteria.

H. Report Forms: Test data sheets for recording test data in logical order.

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CDB 816-010-039 TESTING, ADJUSTING, & BALANCING 23 05 93 - 2

I. Static Head: The pressure due to the weight of the fluid above the point of measurement. In a

closed system, static head is equal on both sides of the pump.

J. Suction Head: The height of fluid surface above the centerline of the pump on the suction side.

K. System Effect: A phenomenon that can create undesired or unpredicted conditions that cause

reduced capacities in all or part of a system.

L. System Effect Factors: Allowances used to calculate a reduction of the performance ratings of a

fan when installed under conditions different from those presented when the fan was

performance tested.

M. TAB: Testing, adjusting, and balancing.

N. Terminal: A point where the controlled medium, such as fluid or energy, enters or leaves the

distribution system.

O. Test: A procedure to determine quantitative performance of systems or equipment.

P. Testing, Adjusting, and Balancing (TAB) Firm: The entity responsible for performing and

reporting TAB procedures.

1.3 SUBMITTALS

A. Strategies and Procedures Plan: Within 60 days from Contractor's Notice to Proceed, submit 2

copies of TAB strategies and step-by-step procedures as specified in Part 3 "Preparation"

Article. Include a complete set of report forms intended for use on this Project.

B. Certified TAB Reports: Submit two copies of reports prepared, as specified in this Section, on

approved forms certified by TAB firm.

C. TAB Contractor: The duties of the TAB contractor, during construction and acceptance phases

to support commissioning are:

1. A running log of events and issues shall be kept by the TAB field technicians. Submit

handwritten reports of discrepancies, deficient or uncompleted work by others, contract

interpretation requests and lists of completed tests to the CxA and CM at least twice a

week.

2. Communicate in writing to the controls contractor all setpoint and parameter changes

made or problems and discrepancies identified during TAB which affect the control

system setup and operation.

3. Provide a draft TAB report within two weeks of completion. A copy will be provided to

the CxA. The report will contain a full explanation of the methodology, assumptions and

the results in a clear format with designations of all uncommon abbreviations and column

headings. The report should follow the latest and most rigorous reporting

recommendations by AABC, NEBB or ASHRAE Standard 111.

4. Provide the CxA with any requested data, gathered, but not shown on the draft reports.

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ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 TESTING, ADJUSTING, & BALANCING 23 05 93 - 3

5. Provide a final TAB report for the CxA with details, as in the draft.

D. Sample Report Forms: Submit two sets of sample TAB report forms.

E. Submit two copies of special warranty specified in the “Warranty” Article of this Section.

1.4 QUALITY ASSURANCE

A. TAB Firm Qualifications: Engage a TAB firm certified by NEBB.

B. TAB Conference: Meet with Owner's and Architect's representatives on approval of TAB

strategies and procedures plan to develop a mutual understanding of the details. Ensure the

participation of TAB team members, equipment manufacturers' authorized service

representatives, HVAC controls installers, and other support personnel. Provide seven days'

advance notice of scheduled meeting time and location.

1. Agenda Items: Include at least the following:

a. Submittal distribution requirements.

b. The Contract Documents examination report.

c. TAB plan.

d. Work schedule and Project-site access requirements.

e. Coordination and cooperation of trades and subcontractors.

f. Coordination of documentation and communication flow.

C. Certification of TAB Reports: Certify TAB field data reports. This certification includes the

following:

1. Review field data reports to validate accuracy of data and to prepare certified TAB

reports.

2. Certify that TAB team complied with approved TAB plan and the procedures specified

and referenced in this Specification.

D. TAB Report Forms: Use standard forms from NEBB's "Procedural Standards for Testing,

Adjusting, and Balancing of Environmental Systems.”

E. Instrumentation Type, Quantity, and Accuracy: As described in NEBB's "Procedural Standards

for Testing, Adjusting, and Balancing of Environmental Systems," Section II, "Required

Instrumentation for NEBB Certification."

F. Instrumentation Calibration: Calibrate instruments at least every six months or more frequently

if required by instrument manufacturer.

1. Keep an updated record of instrument calibration that indicates date of calibration and the

name of party performing instrument calibration.

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ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 TESTING, ADJUSTING, & BALANCING 23 05 93 - 4

1.5 DELIVERY, STORAGE AND HANDLING – NOT APPLICABLE

1.6 PROJECT CONDITIONS

A. Full Owner Occupancy: Owner will occupy the site and existing building during entire TAB

period. Cooperate with Owner during TAB operations to minimize conflicts with Owner's

operations.

B. Partial Owner Occupancy: Owner may occupy completed areas of building before Substantial

Completion. Cooperate with Owner during TAB operations to minimize conflicts with Owner's

operations.

1.7 COORDINATION

A. Coordinate the efforts of factory-authorized service representatives for systems and equipment,

HVAC controls installers, and other mechanics to operate HVAC systems and equipment to

support and assist TAB activities.

B. Notice: Provide seven days' advance notice for each test. Include scheduled test dates and

times.

C. Perform TAB after leakage and pressure tests on air and water distribution systems have been

satisfactorily completed.

1.8 WARRANTY

A. Special Guarantee: Provide a guarantee on NEBB forms stating that NEBB will assist in

completing requirements of the Contract Documents if TAB firm fails to comply with the

Contract Documents. Guarantee shall include the following provisions:

1. The certified TAB firm has tested and balanced systems according to the Contract

Documents.

2. Systems are balanced to optimum performance capabilities within design and installation

limits.

PART 2 – PRODUCTS – NOT APPLICABLE

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 TESTING, ADJUSTING, & BALANCING 23 05 93 - 5

PART 3 – EXECUTION

3.1 EXAMINATION

A. Examine the Contract Documents to become familiar with Project requirements and to discover

conditions in systems' designs that may preclude proper TAB of systems and equipment.

1. Contract Documents are defined in the General and Supplementary Conditions of

Contract.

2. Verify that balancing devices, such as test ports, gage cocks, thermometer wells, flow-

control devices, balancing valves and fittings, and manual volume dampers, are required

by the Contract Documents. Verify that quantities and locations of these balancing

devices are accessible and appropriate for effective balancing and for efficient system and

equipment operation.

B. Examine approved submittal data of HVAC systems and equipment.

C. Examine Project Record Documents described in Division 1 Section "Project Record

Documents."

D. Examine design data, including HVAC system descriptions, statements of design assumptions

for environmental conditions and systems' output, and statements of philosophies and

assumptions about HVAC system and equipment controls.

E. Examine equipment performance data including fan and pump curves. Relate performance data

to Project conditions and requirements, including system effects that can create undesired or

unpredicted conditions that cause reduced capacities in all or part of a system. Calculate system

effect factors to reduce performance ratings of HVAC equipment when installed under

conditions different from those presented when the equipment was performance tested at the

factory. To calculate system effects for air systems, use tables and charts found in AMCA 201,

"Fans and Systems," Sections 7 through 10; or in SMACNA's "HVAC Systems--Duct Design,"

Sections 5 and 6. Compare this data with the design data and installed conditions.

F. Examine system and equipment installations to verify that they are complete and that testing,

cleaning, adjusting, and commissioning specified in individual Sections have been performed.

G. Examine system and equipment test reports.

H. Examine HVAC system and equipment installations to verify that indicated balancing devices,

such as test ports, gage cocks, thermometer wells, flow-control devices, balancing valves and

fittings, and manual volume dampers, are properly installed, and that their locations are

accessible and appropriate for effective balancing and for efficient system and equipment

operation.

I. Examine systems for functional deficiencies that cannot be corrected by adjusting and

balancing.

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GOVERNORS STATE UNIVERSITY 04.12.13

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CDB 816-010-039 TESTING, ADJUSTING, & BALANCING 23 05 93 - 6

J. Examine HVAC equipment to ensure that clean filters have been installed, bearings are greased,

belts are aligned and tight, and equipment with functioning controls is ready for operation.

K. Examine terminal units, such as variable-air-volume boxes, to verify that they are accessible

and their controls are connected and functioning.

L. Examine heat-transfer coils for correct piping connections and for clean and straight fins.

M. Examine equipment for installation and for properly operating safety interlocks and controls.

N. Examine automatic temperature system components to verify the following:

1. Dampers, valves, and other controlled devices are operated by the intended controller.

2. Dampers and valves are in the position indicated by the controller.

3. Integrity of valves and dampers for free and full operation and for tightness of fully

closed and fully open positions. This includes dampers in multizone units, mixing boxes,

and variable-air-volume terminals.

4. Automatic modulating and shutoff valves, including two-way valves and three-way

mixing and diverting valves, are properly connected.

5. Thermostats and humidistats are located to avoid adverse effects of sunlight, drafts, and

cold walls.

6. Sensors are located to sense only the intended conditions.

7. Sequence of operation for control modes is according to the Contract Documents.

8. Controller set points are set at indicated values.

9. Interlocked systems are operating.

10. Changeover from heating to cooling mode occurs according to indicated values.

O. Report deficiencies discovered before and during performance of TAB procedures. Observe

and record system reactions to changes in conditions. Record default set points if different from

indicated values.

3.2 PREPARATION

A. Prepare a TAB plan that includes strategies and step-by-step procedures.

B. Complete system readiness checks and prepare system readiness reports. Verify the following:

1. Permanent electrical power wiring is complete.

2. Hydronic systems are filled, clean, and free of air.

3. Automatic temperature-control systems are operational.

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ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 TESTING, ADJUSTING, & BALANCING 23 05 93 - 7

4. Equipment and duct access doors are securely closed.

5. Balance, smoke, and fire dampers are open.

6. Isolating and balancing valves are open and control valves are operational.

7. Ceilings are installed in critical areas where air-pattern adjustments are required and

access to balancing devices is provided.

8. Windows and doors can be closed so indicated conditions for system operations can be

met.

3.3 GENERAL PROCEDURES FOR TESTING AND BALANCING

A. Perform testing and balancing procedures on each system according to the procedures contained

in NEBB's "Procedural Standards for Testing, Adjusting, and Balancing of Environmental

Systems" and this Section.

B. Cut insulation, ducts, and equipment cabinets for installation of test probes to the minimum

extent necessary to allow adequate performance of procedures. After testing and balancing,

close probe holes and patch insulation with new materials identical to those removed. Restore

vapor barrier and finish according to insulation Specifications for this Project.

C. Mark equipment and balancing device settings with paint or other suitable, permanent

identification material, including damper-control positions, valve position indicators, fan-speed-

control levers, and similar controls and devices, to show final settings.

D. Take and report testing and balancing measurements in inch-pound (IP) units.

3.4 GENERAL PROCEDURES FOR BALANCING AIR SYSTEMS

A. Prepare test reports for both fans and outlets. Obtain manufacturer's outlet factors and

recommended testing procedures. Crosscheck the summation of required outlet volumes with

required fan volumes.

B. Prepare schematic diagrams of systems' "as-built" duct layouts.

C. For variable-air-volume systems, develop a plan to simulate diversity.

D. Determine the best locations in main and branch ducts for accurate duct airflow measurements.

E. Check airflow patterns from the outside-air louvers and dampers and the return- and exhaust-air

dampers, through the supply-fan discharge and mixing dampers.

F. Locate start-stop and disconnect switches, electrical interlocks, and motor starters.

G. Verify that motor starters are equipped with properly sized thermal protection.

H. Check dampers for proper position to achieve desired airflow path.

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CDB 816-010-039 TESTING, ADJUSTING, & BALANCING 23 05 93 - 8

I. Check for airflow blockages.

J. Check condensate drains for proper connections and functioning.

K. Check for proper sealing of air-handling unit components.

L. Check for proper sealing of air duct system.

3.5 PROCEDURES FOR CONSTANT-VOLUME AIR SYSTEMS

A. Adjust fans to deliver total indicated airflows within the maximum allowable fan speed listed by

fan manufacturer.

1. Measure fan static pressures to determine actual static pressure as follows:

a. Measure outlet static pressure as far downstream from the fan as practicable and

upstream from restrictions in ducts such as elbows and transitions.

b. Measure static pressure directly at the fan outlet or through the flexible connection.

c. Measure inlet static pressure of single-inlet fans in the inlet duct as near the fan as

possible, upstream from flexible connection and downstream from duct

restrictions.

d. Measure inlet static pressure of double-inlet fans through the wall of the plenum

that houses the fan.

2. Measure static pressure across each component that makes up an air-handling unit,

rooftop unit, and other air-handling and -treating equipment.

a. Simulate dirty filter operation and record the point at which maintenance personnel

must change filters.

3. Measure static pressures entering and leaving other devices such as sound traps, heat

recovery equipment, and air washers, under final balanced conditions.

4. Compare design data with installed conditions to determine variations in design static

pressures versus actual static pressures. Compare actual system effect factors with

calculated system effect factors to identify where variations occur. Recommend

corrective action to align design and actual conditions.

5. Obtain approval from Architect for adjustment of fan speed higher or lower than

indicated speed. Make required adjustments to pulley sizes, motor sizes, and electrical

connections to accommodate fan-speed changes.

6. Do not make fan-speed adjustments that result in motor overload. Consult equipment

manufacturers about fan-speed safety factors. Modulate dampers and measure fan-motor

amperage to ensure that no overload will occur. Measure amperage in full cooling, full

heating, economizer, and any other operating modes to determine the maximum required

brake horsepower.

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CDB 816-010-039 TESTING, ADJUSTING, & BALANCING 23 05 93 - 9

B. Adjust volume dampers for main duct, submain ducts, and major branch ducts to indicated

airflows within specified tolerances.

1. Measure static pressure at a point downstream from the balancing damper and adjust

volume dampers until the proper static pressure is achieved.

a. Where sufficient space in submain and branch ducts is unavailable for Pitot-tube

traverse measurements, measure airflow at terminal outlets and inlets and calculate

the total airflow for that zone.

2. Remeasure each submain and branch duct after all have been adjusted. Continue to

adjust submain and branch ducts to indicated airflows within specified tolerances.

C. Measure terminal outlets and inlets without making adjustments.

1. Measure terminal outlets using a direct-reading hood or outlet manufacturer's written

instructions and calculating factors.

D. Adjust terminal outlets and inlets for each space to indicated airflows within specified

tolerances of indicated values. Make adjustments using volume dampers rather than extractors

and the dampers at air terminals.

1. Adjust each outlet in same room or space to within specified tolerances of indicated

quantities without generating noise levels above the limitations prescribed by the

Contract Documents.

2. Adjust patterns of adjustable outlets for proper distribution without drafts.

3.6 PROCEDURES FOR VARIABLE-AIR-VOLUME SYSTEMS

A. Compensating for Diversity: When the total airflow of all terminal units is more than the

indicated airflow of the fan, place a selected number of terminal units at a maximum set-point

airflow condition until the total airflow of the terminal units equals the indicated airflow of the

fan. Select the reduced airflow terminal units so they are distributed evenly among the branch

ducts.

B. Pressure-Independent, Variable-Air-Volume Systems: After the fan systems have been

adjusted, adjust the variable-air-volume systems as follows:

1. Set outside-air dampers at minimum, and return- and exhaust-air dampers at a position

that simulates full-cooling load.

2. Select the terminal unit that is most critical to the supply-fan airflow and static pressure.

Measure static pressure. Adjust system static pressure so the entering static pressure for

the critical terminal unit is not less than the sum of terminal-unit manufacturer's

recommended minimum inlet static pressure plus the static pressure needed to overcome

terminal-unit discharge system losses.

3. Measure total system airflow. Adjust to within indicated airflow.

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CDB 816-010-039 TESTING, ADJUSTING, & BALANCING 23 05 93 - 10

4. Set terminal units at maximum airflow and adjust controller or regulator to deliver the

designed maximum airflow. Use terminal-unit manufacturer's written instructions to

make this adjustment. When total airflow is correct, balance the air outlets downstream

from terminal units as described for constant-volume air systems.

5. Set terminal units at minimum airflow and adjust controller or regulator to deliver the

designed minimum airflow. Check air outlets for a proportional reduction in airflow as

described for constant-volume air systems.

a. If air outlets are out of balance at minimum airflow, report the condition but leave

outlets balanced for maximum airflow.

6. Remeasure the return airflow to the fan while operating at maximum return airflow and

minimum outside airflow. Adjust the fan and balance the return-air ducts and inlets as

described for constant-volume air systems.

7. Measure static pressure at the most critical terminal unit and adjust the static-pressure

controller at the main supply-air sensing station to ensure that adequate static pressure is

maintained at the most critical unit.

8. Record the final fan performance data.

3.7 PROCEDURES FOR MOTORS

A. Motors, 1/2 HP and Larger: Test at final balanced conditions and record the following data:

1. Manufacturer, model, and serial numbers.

2. Motor horsepower rating.

3. Motor rpm.

4. Efficiency rating.

5. Nameplate and measured voltage, each phase.

6. Nameplate and measured amperage, each phase.

7. Starter thermal-protection-element rating.

B. Motors Driven by Variable-Frequency Controllers: Test for proper operation at speeds varying

from minimum to maximum. Test the manual bypass for the controller to prove proper

operation. Record observations, including controller manufacturer, model and serial numbers,

and nameplate data.

3.8 PROCEDURES FOR TEMPERATURE MEASUREMENTS

A. During TAB, report the need for adjustment in temperature regulation within the automatic

temperature-control system.

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B. Measure indoor wet- and dry-bulb temperatures every other hour for a period of two successive

eight-hour days, in each separately controlled zone, to prove correctness of final temperature

settings. Measure when the building or zone is occupied.

C. Measure outside-air, wet- and dry-bulb temperatures.

3.9 TEMPERATURE-CONTROL VERIFICATION

A. Verify that controllers are calibrated and commissioned.

B. Check transmitter and controller locations and note conditions that would adversely affect

control functions.

C. Record controller settings and note variances between set points and actual measurements.

D. Check the operation of limiting controllers (i.e., high- and low-temperature controllers).

E. Check free travel and proper operation of control devices such as damper and valve operators.

F. Check the sequence of operation of control devices. Note air pressures and device positions and

correlate with airflow and water flow measurements. Note the speed of response to input

changes.

G. Check the interaction of electrically operated switch transducers.

H. Check the interaction of interlock and lockout systems.

I. Check main control supply-air pressure and observe compressor and dryer operations.

J. Record voltages of power supply and controller output. Determine whether the system operates

on a grounded or nongrounded power supply.

K. Note operation of electric actuators using spring return for proper fail-safe operations.

3.10 TOLERANCES

A. Set HVAC system airflow and water flow rates within the following tolerances:

1. Supply, Return, and Exhaust Fans and Equipment with Fans: 0 to plus 10 percent.

2. Air Outlets and Inlets: 0 to minus 10 percent.

3.11 REPORTING

A. Initial Construction-Phase Report: Based on examination of the Contract Documents as

specified in "Examination" Article, prepare a report on the adequacy of design for systems'

balancing devices. Recommend changes and additions to systems' balancing devices to

facilitate proper performance measuring and balancing. Recommend changes and additions to

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CDB 816-010-039 TESTING, ADJUSTING, & BALANCING 23 05 93 - 12

HVAC systems and general construction to allow access for performance measuring and

balancing devices.

B. Status Reports: As Work progresses, prepare reports to describe completed procedures,

procedures in progress, and scheduled procedures. Include a list of deficiencies and problems

found in systems being tested and balanced. Prepare a separate report for each system and each

building floor for systems serving multiple floors.

3.12 FINAL REPORT

A. General: Word processor printout in letter-quality font, on standard bond paper, in three-ring

binder, tabulated and divided into sections by tested and balanced systems.

B. Include a certification sheet in front of binder signed and sealed by the certified testing and

balancing engineer.

1. Include a list of instruments used for procedures, along with proof of calibration.

C. Final Report Contents: In addition to certified field report data, include the following:

1. Fan curves.

2. Manufacturers' test data.

3. Field test reports prepared by system and equipment installers.

4. Other information relative to equipment performance, but do not include Shop Drawings

and Product Data.

D. General Report Data: In addition to form titles and entries, include the following data in the

final report, as applicable:

1. Title page.

2. Name and address of TAB firm.

3. Project name.

4. Project location.

5. Architect's name and address.

6. Engineer's name and address.

7. Contractor's name and address.

8. Report date.

9. Signature of TAB firm who certifies the report.

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10. Table of Contents with the total number of pages defined for each section of the report.

Number each page in the report.

11. Summary of contents including the following:

a. Indicated versus final performance.

b. Notable characteristics of systems.

c. Description of system operation sequence if it varies from the Contract

Documents.

12. Nomenclature sheets for each item of equipment.

13. Data for terminal units, including manufacturer, type size, and fittings.

14. Notes to explain why certain final data in the body of reports varies from indicated

values.

15. Test conditions for fans and pump performance forms including the following:

a. Settings for outside-, return-, and exhaust-air dampers.

b. Conditions of filters.

c. Cooling coil, wet- and dry-bulb conditions.

d. Face and bypass damper settings at coils.

e. Fan drive settings including settings and percentage of maximum pitch diameter.

f. Inlet vane settings for variable-air-volume systems.

g. Settings for supply-air, static-pressure controller.

h. Other system operating conditions that affect performance.

E. System Diagrams: Include schematic layouts of air and hydronic distribution systems. Present

each system with single-line diagram and include the following:

1. Quantities of outside, supply, return, and exhaust airflows.

2. Water and steam flow rates.

3. Duct, outlet, and inlet sizes.

4. Pipe and valve sizes and locations.

5. Balancing stations.

6. Position of balancing devices.

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CDB 816-010-039 TESTING, ADJUSTING, & BALANCING 23 05 93 - 14

F. Air-Handling Unit Test Reports: For air-handling units with coils, include the following:

1. Unit Data: Include the following:

a. Unit identification.

b. Location.

c. Make and type.

d. Model number and unit size.

e. Manufacturer's serial number.

f. Unit arrangement and class.

g. Discharge arrangement.

h. Sheave make, size in inches, and bore.

i. Sheave dimensions, center-to-center, and amount of adjustments in inches.

j. Number of belts, make, and size.

k. Number of filters, type, and size.

2. Motor Data:

a. Make and frame type and size.

b. Horsepower and rpm.

c. Volts, phase, and hertz.

d. Full-load amperage and service factor.

e. Sheave make, size in inches, and bore.

f. Sheave dimensions, center-to-center, and amount of adjustments in inches.

3. Test Data (Indicated and Actual Values):

a. Total airflow rate in cfm.

b. Total system static pressure in inches wg.

c. Fan rpm.

d. Discharge static pressure in inches wg.

e. Filter static-pressure differential in inches wg.

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CDB 816-010-039 TESTING, ADJUSTING, & BALANCING 23 05 93 - 15

f. Preheat coil static-pressure differential in inches wg.

g. Cooling coil static-pressure differential in inches wg.

h. Heating coil static-pressure differential in inches wg.

i. Outside airflow in cfm.

j. Return airflow in cfm.

k. Outside-air damper position.

l. Return-air damper position.

m. Vortex damper position.

G. Apparatus-Coil Test Reports:

1. Coil Data:

a. System identification.

b. Location.

c. Coil type.

d. Number of rows.

e. Fin spacing in fins per inch o.c.

f. Make and model number.

g. Face area in sq. ft.

h. Tube size in NPS.

i. Tube and fin materials.

j. Circuiting arrangement.

2. Test Data (Indicated and Actual Values):

a. Airflow rate in cfm.

b. Average face velocity in fpm.

c. Air pressure drop in inches wg.

d. Outside-air, wet- and dry-bulb temperatures in deg F.

e. Return-air, wet- and dry-bulb temperatures in deg F.

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CDB 816-010-039 TESTING, ADJUSTING, & BALANCING 23 05 93 - 16

f. Entering-air, wet- and dry-bulb temperatures in deg F.

g. Leaving-air, wet- and dry-bulb temperatures in deg F.

h. Water flow rate in gpm.

i. Water pressure differential in feet of head or psig.

j. Entering-water temperature in deg F.

k. Leaving-water temperature in deg F.

H. Fan Test Reports: For supply, return, and exhaust fans, include the following:

1. Fan Data:

a. System identification.

b. Location.

c. Make and type.

d. Model number and size.

e. Manufacturer's serial number.

f. Arrangement and class.

g. Sheave make, size in inches, and bore.

h. Sheave dimensions, center-to-center, and amount of adjustments in inches.

2. Motor Data:

a. Make and frame type and size.

b. Horsepower and rpm.

c. Volts, phase, and hertz.

d. Full-load amperage and service factor.

e. Sheave make, size in inches, and bore.

f. Sheave dimensions, center-to-center, and amount of adjustments in inches.

g. Number of belts, make, and size.

3. Test Data (Indicated and Actual Values):

a. Total airflow rate in cfm.

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b. Total system static pressure in inches wg.

c. Fan rpm.

d. Discharge static pressure in inches wg.

e. Suction static pressure in inches wg.

I. Round, Flat-Oval, and Rectangular Duct Traverse Reports: Include a diagram with a grid

representing the duct cross-section and record the following:

1. Report Data:

a. System and air-handling unit number.

b. Location and zone.

c. Traverse air temperature in deg F.

d. Duct static pressure in inches wg.

e. Duct size in inches.

f. Duct area in sq. ft.

g. Indicated airflow rate in cfm.

h. Indicated velocity in fpm.

i. Actual airflow rate in cfm.

j. Actual average velocity in fpm.

k. Barometric pressure in psig.

J. Instrument Calibration Reports:

1. Report Data:

a. Instrument type and make.

b. Serial number.

c. Application.

d. Dates of use.

e. Dates of calibration.

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3.13 ADDITIONAL TESTS

A. Within 90 days of completing TAB, perform additional testing and balancing to verify that

balanced conditions are being maintained throughout and to correct unusual conditions.

B. Seasonal Periods: If initial TAB procedures were not performed during near-peak summer and

winter conditions, perform additional testing, inspecting, and adjusting during near-peak

summer and winter conditions.

3.14 DEMONSTRATION AND COMMISSIONING

A. The contractor will demonstrate up to 10% of measurements to confirm if more that 10% of

those readings vary by more than 10% from the reported reading the report will be corrected.

With the corrected report the contractor will demonstrate a 10% sample of points chosen by the

commissioning agent. This process will continue until the criteria are satisfied.

END OF SECTION 230593

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CDB 816-010-039 HVAC INSULATION 23 07 15 - 1

DIVISION 23 – HEATING, VENTILATING AND AIR CONDITIONING

SECTION 23 07 15 – HVAC Insulation

PART 1 - GENERAL

1.1 WORK INCLUDES

A. Base Bid:

1. Ventilation Contractor Provide:

a. Insulation Materials:

1) Mineral fiber.

b. Insulating cements.

c. Adhesives.

d. Mastics.

e. Lagging adhesives.

f. Sealants.

g. Factory-applied jackets.

h. Field-applied jackets.

i. Tapes.

j. Securements.

k. Corner angles.

1.2 DEFINITIONS

A. Hot Surfaces: Normal operating temperatures of 100 deg F or higher.

B. Dual-Temperature Surfaces: Normal operating temperatures that vary from hot to cold.

C. Cold Surfaces: Normal operating temperatures less than 75 deg F.

D. Thermal Resistivity: "R-Values" represent the reciprocal of thermal conductivity (K-Value).

Thermal conductivity is the rate of heat flow through a homogeneous material exactly 1-inch

thick. Thermal resistivities are expressed by the temperature difference in degrees F between

two exposed faces required to cause one Btu to flow through one square foot of material, in one

hour, at a given mean temperature.

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CDB 816-010-039 HVAC INSULATION 23 07 15 - 2

E. Density: Is expressed in lb/cu.ft.

1.3 SUBMITTALS

A. Product Data: For each type of product indicated. Include thermal conductivity, thermal

resistivity (R-value), thickness, and jackets (both factory and field applied, if any).

B. Shop Drawings:

1. Detail application of protective shields, saddles, and inserts at hangers for each type of

insulation and hanger.

2. Detail attachment and covering of heat tracing inside insulation.

3. Detail insulation application at pipe expansion joints for each type of insulation.

4. Detail insulation application at elbows, fittings, flanges, valves, and specialties for each

type of insulation.

5. Detail removable insulation at piping specialties, equipment connections, and access

panels.

6. Detail application of field-applied jackets.

7. Detail application at linkages of control devices.

8. Detail field application for each equipment type (ie return fans on roof, AHU

plenum/deck dividers).

C. Material Test Reports: From a qualified testing agency acceptable to authorities having

jurisdiction indicating, interpreting, and certifying test results for compliance of insulation

materials, sealers, attachments, cements, and jackets, with requirements indicated. Include

dates of tests and test methods employed.

D. Submit certification stating tha all adhesives & sealants installed in the building interior shall

meet the testing and product requirements of the California Department of Health Services

Standard for the Testing of Volatile Organic Emissions From Various Sources Using Small

Scale Environmental Chambers, including 2004 addenda.

1.4 QUALITY ASSURANCE

A. Installer Qualifications: Skilled mechanics who have successfully completed an apprenticeship

program or another craft training program certified by the Department of Labor, Bureau of

Apprenticeship and Training.

B. Fire-Test-Response Characteristics: Insulation and related materials shall have fire-test-

response characteristics indicated, as determined by testing identical products per ASTM E 84,

by a testing and inspecting agency acceptable to authorities having jurisdiction. Factory label

insulation and jacket materials and adhesive, mastic, tapes, and cement material containers, with

appropriate markings of applicable testing and inspecting agency.

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CDB 816-010-039 HVAC INSULATION 23 07 15 - 3

1. Insulation Installed Indoors: Flame-spread index of 25 or less, and smoke-developed

index of 50 or less.

2. Insulation Installed Outdoors: Flame-spread index of 75 or less, and smoke-developed

index of 150 or less.

1.5 DELIVERY, STORAGE, AND HANDLING

A. Packaging: Containers for Insulation material, coverings, cements, adhesives and coatings shall

be marked by manufacturer with appropriate ASTM standard designation, type and grade,

maximum use temperature, and fire hazard index.

B. Protect against dirt, water and chemical and mechanical damage. Do not install damaged or wet

insulation. Remove any such damaged and wet insulation from site.

1.6 COORDINATION

A. Coordinate size and location of supports, hangers, and insulation shields specified in

Division 23 Section "Hangers and Supports."

B. Coordinate clearance requirements with piping Installer for piping insulation application, duct

Installer for duct insulation application, and equipment Installer for equipment insulation

application. Before preparing piping and ductwork Shop Drawings, establish and maintain

clearance requirements for installation of insulation and field-applied jackets and finishes and

for space required for maintenance.

1.7 SCHEDULING

A. Schedule insulation application after pressure testing systems and, where required, after

installing and testing heat tracing. Insulation application may begin on segments that have

satisfactory test results.

B. Complete installation and concealment of plastic materials as rapidly as possible in each area of

construction.

1.8 WARRANTY

A. Provide warranty on materials and labor for 18 months starting from date of delivery, or one

year from date of, whichever is longer.

PART 2 – PRODUCTS

2.1 MANUFACTURERS

A. Subject to compliance with requirements, provide products by one of the following

manufacturers:

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CDB 816-010-039 HVAC INSULATION 23 07 15 - 4

1. Mineral-Fiber Blanket Insulation:

a. CertainTeed Corp.; Duct Wrap.

b. Johns Manville; Microlite.

c. Owens Corning; All-Service Duct Wrap.

2. Mineral-Fiber Board Insulation:

a. CertainTeed Corp.; Commercial Board.

b. Fibrex Insulations Inc.; FBX.

c. Johns Manville; 800 Series Spin-Glas.

d. Knauf Insulation; Insulation Board.

e. Manson Insulation Inc.; AK Board.

f. Owens Corning; Fiberglas 700 Series.

3. Mineral-Fiber Insulating Cement:

a. Insulco, Division of MFS, Inc.; Triple I.

b. P. K. Insulation Mfg. Co., Inc.; Super-Stik.

c. Childers Products, Division of ITW; CP-76.

4. Mineral-Fiber, Hydraulic-Setting Insulating and Finishing Cement:

a. Insulco, Division of MFS, Inc.; SmoothKote.

b. P. K. Insulation Mfg. Co., Inc.; PK No. 127, and Quik-Cote.

c. Rock Wool Manufacturing Company; Delta One Shot.

5. Mineral-Fiber Adhesive:

a. Childers Products, Division of ITW; CP-82.

b. Foster Products Corporation, H. B. Fuller Company; 85-20.

c. ITW TACC, Division of Illinois Tool Works; S-90/80.

6. ASJ Adhesive, and FSK Adhesive:

a. Childers Products, Division of ITW; CP-82.

b. Foster Products Corporation, H. B. Fuller Company; 85-20.

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CDB 816-010-039 HVAC INSULATION 23 07 15 - 5

c. ITW TACC, Division of Illinois Tool Works; S-90/80.

7. PVC Jacket Adhesive:

a. Dow Chemical Company (The); 739, Dow Silicone.

b. Johns-Manville; Zeston Perma-Weld, CEEL-TITE Solvent Welding Adhesive.

c. Speedline Corporation; Speedline Vinyl Adhesive.

8. Vapor-Barrier Mastic:

a. Childers Products, Division of ITW; CP-35.

b. Foster Products Corporation, H. B. Fuller Company; 30-90.

c. ITW TACC, Division of Illinois Tool Works; CB-50.

d. Vimasco Corporation; 749.

9. Lagging Adhesives:

a. Childers Products, Division of ITW; CP-52.

b. Foster Products Corporation, H. B. Fuller Company; 81-42.

c. Vimasco Corporation; 136.

10. Joint Sealants for Cellular-Glass, Phenolic, and Polyisocyanurate Products:

a. Childers Products, Division of ITW; CP-76.

b. Foster Products Corporation, H. B. Fuller Company; 30-45.

c. Pittsburgh Corning Corporation; Pittseal 444.

d. Vimasco Corporation; 750.

11. Metal Jacket Flashing Sealants:

a. Childers Products, Division of ITW; CP-76-8.

b. Foster Products Corporation, H. B. Fuller Company; 95-44.

c. Vimasco Corporation; 750.

12. ASJ Flashing Sealants and PVC Jacket Flashing Sealants:

a. Childers Products, Division of ITW; CP-76.

b. Vimasco Corp.

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CDB 816-010-039 HVAC INSULATION 23 07 15 - 6

c. Senergy Inc.

13. PVC Jacket:

a. Johns Manville; Zeston.

b. P.I.C. Plastics, Inc.; FG Series.

c. Proto PVC Corporation; LoSmoke.

d. Speedline Corporation; SmokeSafe.

14. Metal Jacket:

a. Childers Products, Division of ITW; Metal Jacketing Systems.

b. PABCO Metals Corporation; Surefit.

c. RPR Products, Inc.; Insul-Mate.

15. ASJ Tape:

a. Avery Dennison Corporation, Specialty Tapes Division; Fasson 0835.

b. Compac Corp.; 104 and 105.

c. Ideal Tape Co., Inc., an American Biltrite Company; 428 AWF ASJ.

d. Venture Tape; 1540 CW Plus, 1542 CW Plus, and 1542 CW Plus/SQ.

16. FSK Tape:

a. Avery Dennison Corporation, Specialty Tapes Division; Fasson 0827.

b. Compac Corp.; 110 and 111.

c. Ideal Tape Co., Inc., an American Biltrite Company; 491 AWF FSK.

d. Venture Tape; 1525 CW, 1528 CW, and 1528 CW/SQ.

17. PVC Tape:

a. Avery Dennison Corporation, Specialty Tapes Division; Fasson 0555.

b. Compac Corp.; 130.

c. Ideal Tape Co., Inc., an American Biltrite Company; 370 White PVC tape.

d. Venture Tape; 1506 CW NS.

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18. Bands:

a. Childers Products; Bands.

b. PABCO Metals Corporation; Bands.

c. RPR Products, Inc.; Bands.

19. Insulation Pins and Hangers:

a. AGM Industries, Inc.; CWP-1.

b. GEMCO; Cupped Head Weld Pin.

c. Midwest Fasteners, Inc.; Cupped Head.

d. Nelson Stud Welding; CHP

20. Wire:

a. C & F Wire.

b. Childers Products.

c. PABCO Metals Corporation.

d. RPR Products, Inc.

2.2 INSULATION MATERIALS

A. Comply with requirements in Part 3 schedule articles for where insulating materials shall be

applied.

B. Products shall not contain lead, mercury, or mercury compounds.

C. Products that come in contact with stainless steel shall have a leachable chloride content of less

than 50 ppm when tested according to ASTM C 871.

D. Mineral-Fiber Blanket Insulation: Mineral or glass fibers bonded with a thermosetting resin.

Comply with ASTM C 553, Type II and ASTM C 1290, Type III with factory-applied FSK

jacket. Factory-applied jacket requirements are specified in "Factory-Applied Jackets" Article.

E. Mineral-Fiber Board Insulation: Mineral or glass fibers bonded with a thermosetting resin.

Comply with ASTM C 612, Type IB. For duct and plenum applications, provide insulation

with factory-applied FSK jacket. For equipment applications, provide insulation with factory-

applied ASJ. Factory-applied jacket requirements are specified in "Factory-Applied Jackets"

Article.

F. Mineral-Fiber, Pipe and Tank Insulation: Mineral or glass fibers bonded with a thermosetting

resin. Semirigid board material with factory-applied FSK jacket complying with ASTM C 1393,

Type II or Type IIIA Category 2. Nominal density is 2.5 lb/cu. ft. or more. Thermal

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CDB 816-010-039 HVAC INSULATION 23 07 15 - 8

conductivity (k-value) at 100 deg F is 0.29 Btu x in./h x sq. ft. x deg F or less. Factory-applied

jacket requirements are specified in "Factory-Applied Jackets" Article.

G. Polyisocyanurate: Unfaced, preformed, rigid cellular polyisocyanurate material intended for

use as thermal insulation.

1. Comply with ASTM C 591, Type I or Type IV, except thermal conductivity (k-value)

shall not exceed 0.19 Btu x in./h x sq. ft. x deg F at 75 deg F after 180 days of aging.

2. Flame-spread index shall be 25 or less and smoke-developed index shall be 50 or less for

thickness up to 1-1/2 inches as tested by ASTM E 84.

3. Fabricate shapes according to ASTM C 450 and ASTM C 585.

4. Factory-Applied Jacket: Requirements are specified in "Factory-Applied Jackets"

Article.

a. Pipe Applications: ASJ

b. Equipment Applications: ASJ

2.3 INSULATING CEMENTS

A. Mineral-Fiber Insulating Cement: Comply with ASTM C 195.

B. Mineral-Fiber, Hydraulic-Setting Insulating and Finishing Cement: Comply with

ASTM C 449/C 449M.

2.4 ADHESIVES

A. All Adhesives & Sealants: All adhesive and sealants installed in the building interior shall meet

the testing and product requirements of of the California Department of Health Services

Standard for the Testing of Volatile Organic Emissions From Various Sources Using Small

Scale Environmental Chambers, including 2004 addenda.

B. Materials shall be compatible with insulation materials, jackets, and substrates and for bonding

insulation to itself and to surfaces to be insulated, unless otherwise indicated.

C. Cellular-Glass, Phenolic and Polyisocyanurate, Adhesive: Solvent-based resin adhesive, with a

service temperature range of minus 75 to plus 300 deg F.

D. Flexible Elastomeric and Polyolefin Adhesive: Comply with MIL-A-24179A, Type II, Class I.

E. Mineral-Fiber Adhesive: Comply with MIL-A-3316C, Class 2, Grade A.

F. ASJ Adhesive, and FSK Adhesive: Comply with MIL-A-3316C, Class 2, Grade A for bonding

insulation jacket lap seams and joints.

G. PVC Jacket Adhesive: Compatible with PVC jacket.

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2.5 MASTICS

A. All Mastics All adhesive and sealants installed in the building interior shall meet the testing and

product requirements of of the California Department of Health Services Standard for the

Testing of Volatile Organic Emissions From Various Sources Using Small Scale Environmental

Chambers, including 2004 addenda.

B. Materials shall be compatible with insulation materials, jackets, and substrates; comply with

MIL-C-19565C, Type II.

C. Vapor-Barrier Mastic: Water based; suitable for indoor and outdoor use on below ambient

services.

1. Water-Vapor Permeance: ASTM E 96, Procedure B, 0.013 perm at 43-mil dry film

thickness.

2. Service Temperature Range: Minus 20 to plus 180 deg F .

3. Solids Content: ASTM D 1644, 59 percent by volume and 71 percent by weight.

4. Color: White.

2.6 LAGGING ADHESIVES

A. All Adhesives & Sealants All adhesive and sealants installed in the building interior shall meet

the testing and product requirements of the California Department of Health Services Standard

for the Testing of Volatile Organic Emissions from Various Sources Using Small Scale

Environmental Chambers, including 2004 addenda.

B. Description: Comply with MIL-A-3316C Class I, Grade A and shall be compatible with

insulation materials, jackets, and substrates.

1. Fire-resistant, water-based lagging adhesive and coating for use indoors to adhere fire-

resistant lagging cloths over duct, equipment, and pipe insulation.

2. Service Temperature Range: Minus 50 to plus 180 deg F.

3. Color: White.

2.7 SEALANTS

A. All Adhesives & Sealants All adhesive and sealants installed in the building interior shall meet

the testing and product requirements of the California Department of Health Services Standard

for the Testing of Volatile Organic Emissions from Various Sources Using Small Scale

Environmental Chambers, including 2004 addenda.

B. Joint Sealants:

1. Materials shall be compatible with insulation materials, jackets, and substrates.

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CDB 816-010-039 HVAC INSULATION 23 07 15 - 10

2. Permanently flexible, elastomeric sealant.

3. Service Temperature Range: Minus 100 to plus 300 deg F.

4. Color: White or gray.

C. Metal Jacket Flashing Sealants:

1. Materials shall be compatible with insulation materials, jackets, and substrates.

2. Fire- and water-resistant, flexible, elastomeric sealant.

3. Service Temperature Range: Minus 40 to plus 250 deg F.

4. Color: Aluminum.

D. ASJ Flashing Sealants and PVC Jacket Flashing Sealants:

1. Materials shall be compatible with insulation materials, jackets, and substrates.

2. Fire- and water-resistant, flexible, elastomeric sealant.

3. Service Temperature Range: Minus 40 to plus 250 deg F.

4. Color: White.

2.8 FACTORY-APPLIED JACKETS

A. Insulation system schedules indicate factory-applied jackets on various applications. When

factory-applied jackets are indicated, comply with the following:

1. ASJ: White, kraft-paper, fiberglass-reinforced scrim with aluminum-foil backing;

complying with ASTM C 1136, Type I.

2. FSK Jacket: Aluminum-foil, fiberglass-reinforced scrim with kraft-paper backing;

complying with ASTM C 1136, Type II.

2.9 FIELD-APPLIED JACKETS

A. Field-applied jackets shall comply with ASTM C 921, Type I, unless otherwise indicated..

B. PVC Jacket: High-impact-resistant, UV-resistant PVC complying with ASTM D 1784,

Class 16354-C; thickness as scheduled; roll stock ready for shop or field cutting and forming.

Thickness is indicated in field-applied jacket schedules.

1. Adhesive: As recommended by jacket material manufacturer.

2. Color: Color-code jackets based on system.

3. Factory-fabricated fitting covers to match jacket if available; otherwise, field fabricate.

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CDB 816-010-039 HVAC INSULATION 23 07 15 - 11

a. Shapes: 45- and 90-degree, short- and long-radius elbows, tees, valves, flanges,

unions, reducers, end caps, soil-pipe hubs, traps, mechanical joints, and P-trap and

supply covers for lavatories.

4. Factory-fabricated tank heads and tank side panels.

C. Metal Jacket:

1. Stainless-Steel Jacket: ASTM A 167 or ASTM A 240/A 240M.

a. Sheet and roll stock ready for shop or field sizing.

b. Material, finish, and thickness are indicated in field-applied jacket schedules.

c. Moisture Barrier for Indoor Applications: 1-mil- thick, heat-bonded polyethylene

and kraft paper.

d. Moisture Barrier for Outdoor Applications: 2.5-mil- thick Polysurlyn

e. Factory-Fabricated Fitting Covers:

1) Same material, finish, and thickness as jacket.

2) Preformed 2-piece or gore, 45- and 90-degree, short- and long-radius

elbows.

3) Tee covers.

4) Flange and union covers.

5) End caps.

6) Beveled collars.

7) Valve covers.

8) Field-fabricate fitting covers only if factory-fabricated fitting covers are not

available.

2.10 TAPES

A. ASJ Tape: White vapor-retarder tape matching factory-applied jacket with acrylic adhesive,

complying with ASTM C 1136.

1. Width: 3 inches.

2. Thickness: 11.5 mils

3. Adhesion: 90 ounces force/inch in width. All Adhesives & Sealants (LEED EQ 4): All

adhesive and sealants installed in the building interior shall meet the testing and product

requirements of the California Department of Health Services Standard for the Testing of

Volatile Organic Emissions From Various Sources Using Small Scale Environmental

Chambers, including 2004 addenda.

4. Elongation: 2 percent.

5. Tensile Strength: 40 lbf/inch, in width.

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GOVERNORS STATE UNIVERSITY 04.12.13

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CDB 816-010-039 HVAC INSULATION 23 07 15 - 12

6. ASJ Tape Disks and Squares: Precut disks or squares of ASJ tape.

B. FSK Tape: Foil-face, vapor-retarder tape matching factory-applied jacket with acrylic adhesive;

complying with ASTM C 1136.

1. Width: 3 inches.

2. Thickness: 6.5 mils.

3. Adhesion: 90 ounces force/inch in width. All Adhesives & Sealants (LEED EQ 4): All

adhesive and sealants installed in the building interior shall meet the testing and product

requirements of the California Department of Health Services Standard for the Testing of

Volatile Organic Emissions from Various Sources Using Small Scale Environmental

Chambers, including 2004 addenda.

4. Elongation: 2 percent.

5. Tensile Strength: 40 lbf/inch, in width.

6. FSK Tape Disks and Squares: Precut disks or squares of FSK tape.

C. PVC Tape: White vapor-retarder tape matching field-applied PVC jacket with acrylic adhesive.

Suitable for indoor and outdoor applications.

1. Width: 2 inches.

2. Thickness: 6 mils.

3. Adhesion: 64 ounces force/inch in width. All Adhesives & Sealants (LEED EQ 4): All

adhesive and sealants installed in the building interior shall meet the testing and product

requirements of of the California Department of Health Services Standard for the Testing

of Volatile Organic Emissions from Various Sources Using Small Scale Environmental

Chambers, including 2004 addenda.

4. Elongation: 500 percent.

5. Tensile Strength: 18 lbf/inch, in width.

2.11 SECUREMENTS

A. Bands:

1. Stainless Steel: ASTM A 167 or ASTM A 240/A 240M, Type 304; 0.020 inch thick, 3/4-

inch wide with wing or closed seal.

2. Springs: Twin spring set constructed of stainless steel with ends flat and slotted to accept

metal bands. Spring size determined by manufacturer for application.

B. Insulation Pins and Hangers:

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1. Capacitor-Discharge-Weld Pins: Copper- coated steel pin, fully annealed for capacitor-

discharge welding, 0.106-inch- diameter shank, length to suit depth of insulation

indicated.

2. Cupped-Head, Capacitor-Discharge-Weld Pins: Copper- or zinc-coated steel pin, fully

annealed for capacitor-discharge welding, 0.106-inch- diameter shank, length to suit

depth of insulation indicated with integral 1-1/2-inch galvanized carbon-steel washer.

3. Metal, Adhesively Attached, Perforated-Base Insulation Hangers: Baseplate welded to

projecting spindle that is capable of holding insulation, of thickness indicated, securely in

position indicated when self-locking washer is in place. Comply with the following

requirements:

a. Baseplate: Perforated, galvanized carbon-steel sheet, 0.030 inch thick by 2 inches

square.

b. Spindle: Copper- or zinc-coated, low carbon steel, fully annealed, 0.106-inch-

diameter shank, length to suit depth of insulation indicated.

c. Adhesive: Recommended by hanger manufacturer. Product with demonstrated

capability to bond insulation hanger securely to substrates indicated without

damaging insulation, hangers, and substrates.

4. Nonmetal, Adhesively Attached, Perforated-Base Insulation Hangers: Baseplate fastened

to projecting spindle that is capable of holding insulation, of thickness indicated, securely

in position indicated when self-locking washer is in place. Comply with the following

requirements:

a. Baseplate: Perforated, nylon sheet, 0.030 inch thick by 1-1/2 inches in diameter.

b. Spindle: Nylon, 0.106-inch- diameter shank, length to suit depth of insulation

indicated, up to 2-1/2 inches.

c. Adhesive: Recommended by hanger manufacturer. Product with demonstrated

capability to bond insulation hanger securely to substrates indicated without

damaging insulation, hangers, and substrates.

5. Self-Sticking-Base Insulation Hangers: Baseplate welded to projecting spindle that is

capable of holding insulation, of thickness indicated, securely in position indicated when

self-locking washer is in place. Comply with the following requirements:

a. Baseplate: Galvanized carbon-steel sheet, 0.030 inch thick by 2 inches square.

b. Spindle: Copper- or zinc-coated, low carbon steel, fully annealed, 0.106-inch-

diameter shank, length to suit depth of insulation indicated.

c. Adhesive-backed base with a peel-off protective cover.

6. Insulation-Retaining Washers: Self-locking washers formed from 0.016-inch- thick,

galvanized-steel sheet, with beveled edge sized as required to hold insulation securely in

place but not less than 1-1/2 inches in diameter.

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a. Protect ends with capped self-locking washers incorporating a spring steel insert to

ensure permanent retention of cap in exposed locations.

7. Nonmetal Insulation-Retaining Washers: Self-locking washers formed from 0.016-inch-

thick nylon sheet, with beveled edge sized as required to hold insulation securely in place

but not less than 1-1/2 inches in diameter.

C. Staples: Outward-clinching insulation staples, nominal 3/4-inch- wide, stainless steel or Monel.

D. Wire: 0.062-inch soft-annealed, stainless steel.

2.12 CORNER ANGLES

A. PVC Corner Angles: 30 mils thick, minimum 1 by 1 inch, PVC according to ASTM D 1784,

Class 16354-C. White or color-coded to match adjacent surface.

B. Stainless-Steel Corner Angles: 0.024 inch thick, minimum 1 by 1 inch, stainless steel according

to ASTM A 167 or ASTM A 240/A 240M, Type 304 or 316.

PART 3 – EXECUTION

3.1 EXAMINATION

A. Examine substrates and conditions for compliance with requirements for installation and other

conditions affecting performance of insulation application.

1. Verify that systems and equipment to be insulated have been tested and are free of

defects.

2. Verify that surfaces to be insulated are clean and dry.

3. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 PREPARATION

A. Surface Preparation: Clean and prepare surfaces to be insulated. Remove materials that will

adversely affect insulation application. Before insulating, apply a corrosion coating to insulated

surfaces as follows:

1. Stainless Steel: Coat 300 series stainless steel with an epoxy primer 5 mils thick and an

epoxy finish 5 mils thick if operating in a temperature range between 140 and 300 deg F.

Consult coating manufacturer for appropriate coating materials and application methods

for operating temperature range.

2. Carbon Steel: Coat carbon steel operating at a service temperature between 32 and 300

deg F with an epoxy coating. Consult coating manufacturer for appropriate coating

materials and application methods for operating temperature range.

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B. Coordinate insulation installation with the trade installing heat tracing, if any. Comply with

requirements for heat tracing that applies to insulation.

C. Mix insulating cements with clean potable water; if insulating cements are to be in contact with

stainless-steel surfaces, use demineralized water.

3.3 GENERAL INSTALLATION REQUIREMENTS

A. Install insulation materials, accessories, and finishes with smooth, straight, and even surfaces;

free of voids throughout the length of equipment, ducts and fittings, and piping including

fittings, valves, and specialties.

B. Install insulation materials, forms, vapor barriers or retarders, jackets, and thicknesses required

for each item of equipment, duct system, and pipe system as specified in insulation system

schedules.

C. Install accessories compatible with insulation materials and suitable for the service. Install

accessories that do not corrode, soften, or otherwise attack insulation or jacket in either wet or

dry state.

D. Install insulation with longitudinal seams at top and bottom of horizontal runs.

E. Install multiple layers of insulation with longitudinal and end seams staggered.

F. Do not weld brackets, clips, or other attachment devices to piping, fittings, and specialties.

G. Keep insulation materials dry during application and finishing.

H. Install insulation with tight longitudinal seams and end joints. Bond seams and joints with

adhesive recommended by insulation material manufacturer.

I. Install insulation with least number of joints practical.

J. Where vapor barrier is indicated, seal joints, seams, and penetrations in insulation at hangers,

supports, anchors, and other projections with vapor-barrier mastic.

1. Install insulation continuously through hangers and around anchor attachments.

2. For insulation application where vapor barriers are indicated, extend insulation on anchor

legs from point of attachment to supported item to point of attachment to structure. Taper

and seal ends at attachment to structure with vapor-barrier mastic.

3. Install insert materials and install insulation to tightly join the insert. Seal insulation to

insulation inserts with adhesive or sealing compound recommended by insulation

material manufacturer.

4. Cover inserts with jacket material matching adjacent pipe insulation. Install shields over

jacket, arranged to protect jacket from tear or puncture by hanger, support, and shield.

K. Apply adhesives, mastics, and sealants at manufacturer's recommended coverage rate and wet

and dry film thicknesses.

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GOVERNORS STATE UNIVERSITY 04.12.13

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L. Install insulation with factory-applied jackets as follows:

1. Draw jacket tight and smooth.

2. Cover circumferential joints with 3-inch- wide strips, of same material as insulation

jacket. Secure strips with adhesive and outward clinching staples along both edges of

strip, spaced 4 inches o.c.

3. Overlap jacket longitudinal seams at least 1-1/2 inches. Install insulation with

longitudinal seams at bottom of pipe. Clean and dry surface to receive self-sealing lap.

Staple laps with outward clinching staples along edge at 2 inches o.c.

a. For below ambient services, apply vapor-barrier mastic over staples.

4. Cover joints and seams with tape as recommended by insulation material manufacturer to

maintain vapor seal.

5. Where vapor barriers are indicated, apply vapor-barrier mastic on seams and joints and at

ends adjacent to duct and pipe flanges and fittings.

M. Cut insulation in a manner to avoid compressing insulation more than 75 percent of its nominal

thickness.

N. Finish installation with systems at operating conditions. Repair joint separations and cracking

due to thermal movement.

O. Repair damaged insulation facings by applying same facing material over damaged areas.

Extend patches at least 4 inches beyond damaged areas. Adhere, staple, and seal patches similar

to butt joints.

P. For above ambient services, do not install insulation to the following:

1. Vibration-control devices.

2. Testing agency labels and stamps.

3. Nameplates and data plates.

4. Manholes.

5. Handholes.

6. Cleanouts.

3.4 PENETRATIONS

A. Insulation Installation at Interior Wall and Partition Penetrations (That Are Not Fire Rated):

Install insulation continuously through walls and partitions.

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GOVERNORS STATE UNIVERSITY 04.12.13

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CDB 816-010-039 HVAC INSULATION 23 07 15 - 17

B. Insulation Installation at Fire-Rated Wall and Partition Penetrations: Install insulation

continuously through penetrations of fire-rated walls and partitions. Terminate insulation at fire

damper sleeves for fire-rated wall and partition penetrations. Externally insulate damper

sleeves to match adjacent insulation and overlap duct insulation at least 2 inches.

3.5 MINERAL-FIBER INSULATION INSTALLATION

A. Blanket Insulation Installation on Ducts and Plenums: Secure with adhesive and insulation

pins.

1. Apply adhesives according to manufacturer's recommended coverage rates per unit area,

for 100 percent coverage of duct and plenum surfaces.

2. Apply adhesive to entire circumference of ducts and to all surfaces of fittings and

transitions.

3. Install either capacitor-discharge-weld pins and speed washers or cupped-head, capacitor-

discharge-weld pins on sides and bottom of horizontal ducts and sides of vertical ducts as

follows:

a. On duct sides with dimensions 18 inches and smaller, place pins along longitudinal

centerline of duct. Space 3 inches maximum from insulation end joints, and 16

inches o.c.

b. On duct sides with dimensions larger than 18 inches, place pins 16 inches o.c.

each way, and 3 inches maximum from insulation joints. Install additional pins to

hold insulation tightly against surface at cross bracing.

c. Pins may be omitted from top surface of horizontal, rectangular ducts and plenums.

d. Do not over-compress insulation during installation.

e. Impale insulation over pins and attach speed washers.

f. Cut excess portion of pins extending beyond speed washers or bend parallel with

insulation surface. Cover exposed pins and washers with tape matching insulation

facing.

4. For ducts and plenums with surface temperatures below ambient, install a continuous

unbroken vapor barrier. Create a facing lap for longitudinal seams and end joints with

insulation by removing 2 inches from 1 edge and 1 end of insulation segment. Secure

laps to adjacent insulation section with 1/2-inch outward-clinching staples, 1 inch o.c.

Install vapor barrier consisting of factory- or field-applied jacket, adhesive, vapor-barrier

mastic, and sealant at joints, seams, and protrusions.

a. Repair punctures, tears, and penetrations with tape or mastic to maintain vapor-

barrier seal.

b. Install vapor stops for ductwork and plenums operating below 50 deg F at 18-foot

intervals. Vapor stops shall consist of vapor-barrier mastic applied in a Z-shaped

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CDB 816-010-039 HVAC INSULATION 23 07 15 - 18

pattern over insulation face, along butt end of insulation, and over the surface.

Cover insulation face and surface to be insulated a width equal to 2 times the

insulation thickness but not less than 3 inches

5. Overlap unfaced blankets a minimum of 2 inches on longitudinal seams and end joints.

At end joints, secure with steel bands spaced a maximum of 18 inches o.c.

6. Install insulation on rectangular duct elbows and transitions with a full insulation section

for each surface. Install insulation on round and flat-oval duct elbows with individually

mitered gores cut to fit the elbow.

7. Insulate duct stiffeners, hangers, and flanges that protrude beyond insulation surface with

6-inch- wide strips of same material used to insulate duct. Secure on alternating sides of

stiffener, hanger, and flange with pins spaced 6 inches o.c.

B. Board Insulation Installation on Ducts and Plenums: Secure with adhesive and insulation pins.

1. Apply adhesives according to manufacturer's recommended coverage rates per unit area,

for 100 percent coverage of duct and plenum surfaces.

2. Apply adhesive to entire circumference of ducts and to all surfaces of fittings and

transitions.

3. Install either capacitor-discharge-weld pins and speed washers or cupped-head, capacitor-

discharge-weld pins on sides and bottom of horizontal ducts and sides of vertical ducts as

follows:

a. On duct sides with dimensions 18 inches and smaller, place pins along longitudinal

centerline of duct. Space 3 inches maximum from insulation end joints, and 16

inches o.c.

b. On duct sides with dimensions larger than 18 inches space pins 16 inches o.c. each

way, and 3 inches maximum from insulation joints. Install additional pins to hold

insulation tightly against surface at cross bracing.

c. Pins may be omitted from top surface of horizontal, rectangular ducts and plenums.

d. Do not overcompress insulation during installation.

e. Cut excess portion of pins extending beyond speed washers or bend parallel with

insulation surface. Cover exposed pins and washers with tape matching insulation

facing.

4. For ducts and plenums with surface temperatures below ambient, install a continuous

unbroken vapor barrier. Create a facing lap for longitudinal seams and end joints with

insulation by removing 2 inches from 1 edge and 1 end of insulation segment. Secure

laps to adjacent insulation section with 1/2-inch outward-clinching staples, 1 inch o.c.

Install vapor barrier consisting of factory- or field-applied jacket, adhesive, vapor-barrier

mastic, and sealant at joints, seams, and protrusions.

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a. Repair punctures, tears, and penetrations with tape or mastic to maintain vapor-

barrier seal.

b. Install vapor stops for ductwork and plenums operating below 50 deg F at 18-foot

intervals. Vapor stops shall consist of vapor-barrier mastic applied in a Z-shaped

pattern over insulation face, along butt end of insulation, and over the surface.

Cover insulation face and surface to be insulated a width equal to 2 times the

insulation thickness but not less than 3 inches.

5. Install insulation on rectangular duct elbows and transitions with a full insulation section

for each surface. Groove and score insulation to fit as closely as possible to outside and

inside radius of elbows. Install insulation on round and flat-oval duct elbows with

individually mitered gores cut to fit the elbow.

6. Insulate duct stiffeners, hangers, and flanges that protrude beyond insulation surface with

6-inch- wide strips of same material used to insulate duct. Secure on alternating sides of

stiffener, hanger, and flange with pins spaced 6 inches o.c.

3.6 FIELD-APPLIED JACKET INSTALLATION

A. Where PVC jackets are indicated, install with 1-inch overlap at longitudinal seams and end

joints; for horizontal applications, install with longitudinal seams along top and bottom of tanks

and vessels. Seal with manufacturer's recommended adhesive.

1. Apply two continuous beads of adhesive to seams and joints, one bead under lap and the

finish bead along seam and joint edge.

B. Where Stainless Steel jackets are indicated, install with 2-inch overlap at longitudinal seams and

end joints. Overlap longitudinal seams arranged to shed water. Seal end joints with

weatherproof sealant recommended by insulation manufacturer. Secure jacket with stainless-

steel bands 12 inches o.c. and at end joints.

3.7 FIRE-RATED INSULATION SYSTEM INSTALLATION

A. Where fire-rated insulation system is indicated, secure system to ducts and duct hangers and

supports to maintain a continuous fire rating.

B. Insulate duct access panels and doors to achieve same fire rating as duct.

C. Install firestopping at penetrations through fire-rated assemblies.

3.8 FINISHES

A. Duct, Equipment, and Pipe Insulation with ASJ exposed to view only: Paint jacket with paint

system identified below and as specified in Division 9 painting Sections. Coordinate with

Architect.

1. Flat Acrylic Finish: Two finish coats over a primer that is compatible with jacket

material and finish coat paint. Add fungicidal agent to render fabric mildew proof.

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a. Finish Coat Material: Interior, flat, latex-emulsion size.

B. Color: Final color as selected by Architect. Vary first and second coats to allow visual

inspection of the completed Work.

3.9 FIELD QUALITY CONTROL

A. Testing Agency: Contractor shall engage a qualified testing agency to perform tests and

inspections.

B. Tests and Inspections:

1. Inspect ductwork, randomly selected by Architect, by removing field-applied jacket and

insulation in layers in reverse order of their installation. Extent of inspection shall be

limited to one location for each duct system defined in the "Duct Insulation Schedule,

General" Article.

2. Inspect field-insulated equipment, randomly selected by Architect, by removing field-

applied jacket and insulation in layers in reverse order of their installation. Extent of

inspection shall be limited to one location for each type of equipment requiring insulation

for this project. For large equipment, remove only a portion adequate to determine

compliance.

3. Inspect pipe, fittings, strainers, and valves, randomly selected by Architect, by removing

field-applied jacket and insulation in layers in reverse order of their installation. Extent

of inspection shall be limited to three locations of straight pipe, three locations of

threaded fittings, three locations of welded fittings, two locations of threaded strainers,

two locations of welded strainers, three locations of threaded valves, and three locations

of flanged valves for each pipe service defined in the "Piping Insulation Schedule,

General" Article.

C. All insulation applications will be considered defective Work if sample inspection reveals

noncompliance with requirements. Architect may reject all work if sample work is found to be

defective.

3.10 DUCT INSULATION PERFORMANCE , GENERAL

A. Plenums and Ducts Requiring Insulation:

1. Indoor, supply and outdoor air.

2. Indoor, concealed return located in non-conditioned space.

3. Indoor, return located in non-conditioned space.

4. Outdoor, supply, return and air.

B. Items Not Insulated:

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 HVAC INSULATION 23 07 15 - 21

1. Metal ducts with duct liner of sufficient thickness to comply with energy code and

ASHRAE/IESNA 90.1 2004.

2. Factory-insulated flexible ducts.

3. Factory-insulated plenums and casings.

4. Flexible connectors.

5. Vibration-control devices.

6. Factory-insulated access panels and doors.

3.11 INDOOR DUCT AND PLENUM INSULATION SCHEDULE

A. INSULATION APPLICATION SCHEDULE

1. General: Abbreviations used in the following schedules include:

a. Field-Applied Jackets: P - PVC, K - Foil and Paper, A - Aluminum, SS - Stainless

Steel.

B. DUCT SYSTEMS INSULATION SCHEDULE

DUCT LOCATION

OUTSDIE AIR, SUPPLY AIR ,

EXHAUST AIR (DOWN

STREAM OF DAMPER)

INSULATION INSTALLED

R-VALUE (H-FT2-°F)/BTU

RETURN INSULATION

INSTALLED R-VALUE

(H-FT2-°F)/BTU

UNCONDITIONED SPACE

(NOTE 1,4,5,) 6.5 6.5

INDIRECTLY CONDITIONED

SPACE (NOTE 2,) - -

CEILING CAVITY / SHAFTS /

SOFFITS / MECHANICAL

SPACES AND ROOMS

(NOTE 3,4,5,)

3.5 -

EXPOSED LOCATIONS

WITHIN CONDITIONED

SPACE

6.5 6.5

NOTE 1: INCLUDING CRAWL SPACES (BOTH VENTILATED/NON-VENTILATED),

FRAMED CAVITIES IN WALLS, FLOOR AND CEILING ASSEMBLIES WHICH (A)

SEPARATE CONDITIONED SPACE FROM UNCONDITIONED SPACE OR OUTSIDE

AIR, AND (B) ARE UNINSULATED ON THE SIDE FACING AWAY FROM

CONDITIONED SPACE.

NOTE 2: RETURN AIR PLENUMS WITH OR WITHOUT EXPOSED ROOFS ABOVE.

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CDB 816-010-039 HVAC INSULATION 23 07 15 - 22

NOTE 3: CAVITY CONTAINED WITHIN THE INSULATED BUILDING ENVELOPE.

NOTE 4: VAPOR BARRIER REQUIRED.

NOTE 5: FIELD APPLIED JACKET (STAINLESS STEEL FOR EXTERIOR APPLICATIONS,

ALUMINUM FOR INTERIOR EXPOSED LOCATIONS).

3.14 INDOOR, FIELD-APPLIED JACKET SCHEDULE

A. Install jacket over insulation material. For insulation with factory-applied jacket, install the

field-applied jacket over the factory-applied jacket.

3.15 FIELD-APPLIED JACKET SCHEDULE

A. Install jacket over insulation material. For insulation with factory-applied jacket, install the

field-applied jacket over the factory-applied jacket for piping within 6-feet of a finished floor.

B. Ducts and Plenums, Exposed, up to 48 inches in diameter or with flat surfaces up to 72 inches.

1. Stainless Steel, Type 304, Smooth 2B Finish: 0.016 inch thick.

2. Provide paintable aluminum jacket for all insulated exposed ductwork.

3. Paint with flat paint (color by architect)

END OF SECTION 230715

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CDB 816-010-039 METAL DUCTS 23 31 13 - 1

DIVISION 23 – HEATING, VENTILATING AND AIR CONDITIONING

SECTION 23 31 13 – METAL DUCTS

PART 1 - GENERAL

1.1 WORK INCLUDES:

A. Base Bid:

1. Ventilation Contractor to Provide. This Section includes metal ducts for supply, return,

outside, and exhaust air-distribution systems in pressure classes from minus 2- to plus 10-

inch wg. Metal ducts include the following:

a. Rectangular ducts and fittings.

b. Single-wall, round, and flat-oval spiral-seam ducts and formed fittings.

1.2 DEFINITIONS

A. Sealing Requirements Definitions: For the purposes of duct systems sealing requirements

specified in this Section, the following definitions apply:

1. Seams: A seam is defined as joining of two longitudinally (in the direction of airflow)

oriented edges of duct surface material occurring between two joints. All other duct sur-

face connections made on the perimeter are deemed to be joints.

2. Joints: Joints include girth joints; branch and sub-branch intersections; so-called duct

collar tap-ins; fitting subsections; louver and air terminal connections to ducts; access

door and access panel frames and jambs; duct, plenum, and casing abutments to building

structures.

1.3 PERFORMANCE REQUIREMENTS

A. Delegated Hanger and Support Design: Hangers and supports, shall comply with SMACNA's

"HVAC Duct Construction Standards - Metal and Flexible".

1.4 SUBMITTALS

A. Shop Drawings: AutoCAD-generated and drawn to 1/4 inch equals 1 foot scale. Show

fabrication and installation details for metal ducts. Copies of design drawings are not

acceptable.

1. Fabrication, assembly, and installation, including plans, elevations, sections,

components, and attachments to other work.

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CDB 816-010-039 METAL DUCTS 23 31 13 - 2

2. Duct layout indicating sizes and pressure classes.

3. Elevations of top and bottom of ducts.

4. Dimensions of main duct runs from building grid lines.

5. Fittings.

6. Reinforcement and spacing.

7. Seam and joint construction.

8. Penetrations through fire-rated and other partitions.

9. Equipment installation based on equipment being used on Project.

10. Duct accessories, including access doors and panels.

11. Hangers and supports, including methods for duct and building attachment and vibration

isolation.

B. Coordination Drawings: Reflected ceiling plans, drawn to scale, on which the following items

are shown and coordinated with each other, based on input from installers of the items involved:

1. Ceiling suspension assembly members.

2. Other systems installed in same space as ducts.

3. Ceiling- and wall-mounting access doors and panels required to provide access to

dampers and other operating devices.

4. Ceiling-mounting items, including lighting fixtures, diffusers, grilles, speakers,

sprinklers, access panels, and special moldings.

C. Field quality-control test reports.

1.5 QUALITY ASSURANCE

A. Welding: Qualify procedures and personnel according to AWS D9.1, "Sheet Metal Welding

Code," for duct joint and seam welding.

B. NPFA Compliance:

1. NFPA 90A, "Installation of Air Conditioning and Ventilating Systems."

2. NFPA 90B, "Installation of Warm Air Heating and Air Conditioning Systems."

C. Comply with NFPA 96, "Ventilation Control and Fire Protection of Commercial Cooking

Operations," Ch. 3, "Duct System," for range hood ducts, unless otherwise indicated.

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CDB 816-010-039 METAL DUCTS 23 31 13 - 3

1.6 DELIVERY, STORAGE AND HANDLING

A. Materials delivered to the site must be coordinated with the site supervisor prior to delivery.

B. All materials shall be stored in a designated area and protected from the environment.

C. All materials shall be secured so as not to be a hazard during the construction process.

D. All materials must be free of all dirt, debris and moisture during the installation process.

1.7 WARRANTY

A. Minimum one year warranty on all material and labor from substantial completion date.

PART 2 – PRODUCTS

2.1 MANUFACTURERS

A. Subject to compliance with requirements, provide products by one of the following

manufacturers:

1. Ductmate Industries, Inc.

2. Lindab

3. Lockformer

4. McGill Airflow

5. Nexus Inc.

6. Semco, Inc.

7. Ward Industries

2.2 SHEET METAL MATERIALS

A. Comply with SMACNA's "HVAC Duct Construction Standards--Metal and Flexible" for

acceptable materials, material thicknesses, and duct construction methods, unless otherwise

indicated. Sheet metal materials shall be free of pitting, seam marks, roller marks, stains,

discolorations, and other imperfections.

B. Galvanized Sheet Steel: Lock-forming quality; complying with ASTM A 653/A 653M and

having G90 coating designation; ducts shall have mill-phosphatized finish for surfaces exposed

to view.

C. PVC-Coated Galvanized Steel: Acceptable by authorities having jurisdiction for use in

fabricating ducts with UL 181, Class 1 listing. Lock-forming-quality, galvanized sheet steel

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ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 METAL DUCTS 23 31 13 - 4

complying with ASTM A 653/A 653M and having G90 coating designation. Factory-applied

PVC coatings shall be 4 mils thick on sheet metal surfaces of ducts and fittings exposed to

corrosive conditions and 2 mils thick on opposite surfaces.

D. Carbon-Steel Sheets: ASTM A 366/A 366M, cold-rolled sheets; commercial quality; with

oiled, matte finish for exposed ducts.

E. Stainless Steel: ASTM A 480/A 480M, Type 304 & 316.

F. Aluminum Sheets: ASTM B 209, alloy 3003, temper H14; with mill finish for concealed ducts

and standard, 1-side bright finish for exposed ducts.

G. Reinforcement Shapes and Plates: Galvanized-steel reinforcement where installed on

galvanized sheet metal ducts.

H. Tie Rods: Galvanized steel, 1/4-inch minimum diameter for lengths 36 inches or less; 3/8-inch

minimum diameter for lengths longer than 36 inches.

I. Insulated Flexible Ducts: Flexible ducts wrapped with flexible glass fiber insulation, enclosed

by seamless aluminum pigmented plastic vapor barrier jacket; maximum 0.23 K value at 75

degrees F.

2.3 SEALANT MATERIALS

A. Joint and Seam Sealants, General: The term "sealant" is not limited to materials of adhesive or

mastic nature but includes combinations of open-weave fabric strips and mastics.

B. Water-Based Joint and Seam Sealant: Flexible, adhesive sealant, resistant to UV light when

cured, UL 723 listed, and complying with NFPA requirements for Class 1 ducts.

C. Flanged Joint Mastic: One-part, acid-curing, silicone, elastomeric joint sealant complying with

ASTM C 920, Type S, Grade NS, Class 25, Use O.

D. Flange Gaskets: Butyl rubber or EPDM polymer with polyisobutylene plasticizer.

2.4 HANGERS AND SUPPORTS

A. Building Attachments: Concrete inserts, powder-actuated fasteners, or structural-steel fasteners

appropriate for construction materials to which hangers are being attached.

1. Use powder-actuated concrete fasteners for standard-weight aggregate concretes or for

slabs more than 4 inches thick.

2. Exception: Do not use powder-actuated concrete fasteners for lightweight-aggregate

concretes or for slabs less than 4 inches thick.

B. Hanger Materials: Galvanized sheet steel or threaded steel rod.

1. Hangers Installed in Corrosive Atmospheres: Electrogalvanized, all-thread rods or

galvanized rods with threads painted with zinc-chromate primer after installation.

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CDB 816-010-039 METAL DUCTS 23 31 13 - 5

2. Strap and Rod Sizes: Comply with SMACNA's "HVAC Duct Construction Standards--

Metal and Flexible" for steel sheet width and thickness and for steel rod diameters.

3. Galvanized-steel straps attached to aluminum ducts shall have contact surfaces painted

with zinc-chromate primer.

C. Duct Attachments: Sheet metal screws, blind rivets, or self-tapping metal screws; compatible

with duct materials.

D. Trapeze and Riser Supports: Steel shapes complying with ASTM A 36/A 36M.

1. Supports for Galvanized-Steel Ducts: Galvanized-steel shapes and plates.

2. Supports for Stainless-Steel Ducts: Stainless-steel support materials.

3. Supports for Aluminum Ducts: Aluminum support materials unless materials are

electrolytically separated from ducts.

2.5 RECTANGULAR DUCT FABRICATION

A. Fabricate ducts, elbows, transitions, offsets, branch connections, and other construction

according to SMACNA's "HVAC Duct Construction Standards--Metal and Flexible" and

complying with requirements for metal thickness, reinforcing types and intervals, tie-rod

applications, and joint types and intervals.

1. Lengths: Fabricate rectangular ducts in lengths appropriate to reinforcement and rigidity

class required for pressure class.

2. Deflection: Duct systems shall not exceed deflection limits according to SMACNA's

"HVAC Duct Construction Standards--Metal and Flexible."

B. Transverse Joints: Prefabricated slide-on joints and components constructed using

manufacturer's guidelines for material thickness, reinforcement size and spacing, and joint

reinforcement.

C. Formed-On Flanges: Construct according to SMACNA's "HVAC Duct Construction

Standards--Metal and Flexible," Figure 1-4, using corner, bolt, cleat, and gasket details.

1. Duct Size: Maximum 30 inches wide and up to 2-inch wg pressure class.

2. Longitudinal Seams: Pittsburgh lock sealed with noncuring polymer sealant.

D. Cross Breaking or Cross Beading: Cross break or cross bead duct sides 19 inches and larger

and 0.0359 inch thick or less, with more than 10 sq. ft. of nonbraced panel area unless ducts are

lined.

2.6 ROUND AND FLAT-OVAL DUCT AND FITTING FABRICATION

A. Diameter as applied to flat-oval ducts in this Article is the diameter of a round duct with a

circumference equal to the perimeter of a given size of flat-oval duct.

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B. Round, Longitudinal- and Spiral Lock-Seam Ducts: Fabricate supply ducts of galvanized steel

according to SMACNA's "HVAC Duct Construction Standards--Metal and Flexible."

C. Flat-Oval, Longitudinal- and Spiral Lock-Seam Ducts: Fabricate supply ducts according to

SMACNA's "HVAC Duct Construction Standards--Metal and Flexible. Fabricate ducts larger

than 72 inches in diameter with butt-welded longitudinal seams.

D. Duct Joints:

1. Ducts up to 20 Inches in Diameter: Interior, center-beaded slip coupling, sealed before

and after fastening, attached with sheet metal screws.

2. Ducts 21 to 72 Inches in Diameter: Three-piece, gasketed, flanged joint consisting of two

internal flanges with sealant and one external closure band with gasket.

3. Ducts Larger Than 72 Inches in Diameter: Companion angle flanged joints per

SMACNA "HVAC Duct Construction Standards--Metal and Flexible," Figure 3-2.

4. Round Ducts: Prefabricated connection system consisting of double-lipped, EPDM

rubber gasket. Manufacture ducts according to connection system manufacturer's

tolerances.

5. Flat-Oval Ducts: Prefabricated connection system consisting of two flanges and one

synthetic rubber gasket.

E. 90-Degree Tees and Laterals and Conical Tees: Fabricate to comply with SMACNA's "HVAC

Duct Construction Standards--Metal and Flexible," with metal thicknesses specified for

longitudinal-seam straight ducts.

F. Diverging-Flow Fittings: Fabricate with reduced entrance to branch taps and with no excess

material projecting from fitting onto branch tap entrance.

G. Fabricate elbows using die-formed, gored, pleated, or mitered construction. Bend radius of die-

formed, gored, and pleated elbows shall be 1-1/2 times duct diameter. Unless elbow

construction type is indicated, fabricate elbows as follows:

1. Mitered-Elbow Radius and Number of Pieces: Welded construction complying with

SMACNA's "HVAC Duct Construction Standards--Metal and Flexible," unless otherwise

indicated.

2. Round Mitered Elbows: Welded construction with the following metal thickness for

pressure classes from minus 2- to plus 2-inch wg:

a. Ducts 3 to 36 Inches in Diameter: 0.034 inch.

3. Round Mitered Elbows: Welded construction with the following metal thickness for

pressure classes from 2- to 10-inch wg:

a. Ducts 3 to 26 Inches in Diameter: 0.034 inch.

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4. Flat-Oval Mitered Elbows: Welded construction with same metal thickness as

longitudinal-seam flat-oval duct.

5. 90-Degree, 2-Piece, Mitered Elbows: Use only for supply systems or for material-

handling Class A or B exhaust systems and only where space restrictions do not permit

using radius elbows. Fabricate with single-thickness turning vanes.

6. Round Elbows 8 Inches and Less in Diameter: Fabricate die-formed elbows for 45- and

90-degree elbows and pleated elbows for 30, 45, 60, and 90 degrees only. Fabricate

nonstandard bend-angle configurations or nonstandard diameter elbows with gored

construction.

7. Round Elbows 9 through 14 Inches in Diameter: Fabricate gored or pleated elbows for

30, 45, 60, and 90 degrees unless space restrictions require mitered elbows. Fabricate

nonstandard bend-angle configurations or nonstandard diameter elbows with gored

construction.

8. Round Elbows Larger Than 14 Inches in Diameter and All Flat-Oval Elbows: Fabricate

gored elbows unless space restrictions require mitered elbows.

9. Die-Formed Elbows for Sizes through 8 Inches in Diameter and All Pressures 0.040 inch

thick with 2-piece welded construction.

10. Flat-Oval Elbow Metal Thickness: Same as longitudinal-seam flat-oval duct specified

above.

11. Pleated Elbows for Sizes through 14 Inches in Diameter and Pressures through 10-Inch

wg: 0.022 inch.

PART 3 – EXECUTION

3.1 DUCT APPLICATIONS

A. Static-Pressure Classes: Unless otherwise indicated, construct ducts according to the following:

1. Supply Ducts (constant volume units): +2 .

2. Supply Ducts (before Air Terminal Units): +4”.

3. Supply Ducts (after Air Terminal Units): +2”.

4. Supply Ducts (between fan and first system fire damper): +8”.

5. Return Ducts (Negative Pressure): -2”.

6. Return Ducts (between nearest fire damper and return fan inlet): -4”.

7. Return Ducts (return fan discharge and AHU intake / exhaust damper): +4”.

8. Exhaust Ducts (Negative Pressure): -2”.

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CDB 816-010-039 METAL DUCTS 23 31 13 - 8

B. All ducts shall be galvanized steel except as follows:

1. Exposed Supply Ducts In Occupied Spaces (Multipurpose / etc.):

a. Round/oval galvanized sheet steel with paint grip finish.

3.2 DUCT INSTALLATION

A. Construct and install ducts according to SMACNA's "HVAC Duct Construction Standards--

Metal and Flexible," unless otherwise indicated.

B. Install round and flat-oval ducts in lengths not less than 12 feet unless interrupted by fittings.

C. Install ducts with fewest possible joints.

D. Install fabricated fittings for changes in directions, size, and shape and for connections.

E. Install couplings tight to duct wall surface with a minimum of projections into duct. Secure

couplings with sheet metal screws. Install screws at intervals of 12 inches, with a minimum of

3 screws in each coupling.

F. Install ducts, unless otherwise indicated, vertically and horizontally and parallel and

perpendicular to building lines; avoid diagonal runs.

G. Install ducts close to walls, overhead construction, columns, and other structural and permanent

enclosure elements of building.

H. Install ducts with a clearance of 1 inch, plus allowance for insulation thickness.

I. Conceal ducts from view in finished spaces. Do not encase horizontal runs in solid partitions

unless specifically indicated.

J. Coordinate layout with suspended ceiling, fire- and control dampers, lighting layouts, and

similar finished work.

K. Seal all joints and seams. Apply sealant to male end connectors before insertion, and afterward

to cover entire joint and sheet metal screws.

L. Electrical Equipment Spaces: Route ducts to avoid passing through transformer vaults and

electrical equipment spaces and enclosures.

M. Non-Fire-Rated Partition Penetrations: Where ducts pass through interior partitions and

exterior walls and are exposed to view, conceal spaces between construction openings and ducts

or duct insulation with sheet metal flanges of same metal thickness as ducts. Overlap openings

on 4 sides by at least 1-1/2 inches.

N. Fire-Rated Partition Penetrations: Where ducts pass through interior partitions and exterior

walls, install appropriately rated fire dampers, sleeves, and firestopping sealant. Fire and smoke

dampers are specified in Division 23 Section "Duct Accessories." Firestopping materials and

installation methods are specified in Division 7.

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CDB 816-010-039 METAL DUCTS 23 31 13 - 9

O. Protect duct interiors from moisture, construction debris and dust, and other foreign

materials. Comply with SMACNA's "IAQ Guidelines for Occupied Buildings Under

Construction," Appendix G, "Duct Cleanliness for New Construction Guidelines."

3.3 SEAM AND JOINT SEALING

A. Seal all duct seams and joints to the most severe requirement between the latest Chicago

Building Code and SMACNA's "HVAC Duct Construction Standards--Metal and Flexible" for

duct pressure class indicated.

B. Utilize sealant designed for outdoor use with ductwork exposed to the outdoors.

C. Seal ducts before external insulation is applied.

3.4 HANGING AND SUPPORTING

A. Support horizontal ducts within 24 inches of each elbow and within 48 inches of each branch

intersection.

B. Support vertical ducts at maximum intervals of 16 feet and at each floor.

C. Install upper attachments to structures with an allowable load not exceeding one-fourth of

failure (proof-test) load.

D. For concrete structure installations: Install concrete inserts before placing concrete.

E. For concrete structure installations: Install powder-actuated concrete fasteners after concrete is

placed and completely cured.

1. Do not use powder-actuated concrete fasteners for lightweight-aggregate concretes or for

slabs less than 4 inches thick.

3.5 CONNECTIONS

A. Make connections to equipment with flexible connectors according to Division 23 Section

"Duct Accessories."

B. Comply with SMACNA's "HVAC Duct Construction Standards--Metal and Flexible" for

branch, outlet and inlet, and terminal unit connections.

3.6 FIELD QUALITY CONTROL

A. Perform the following field tests and inspections according to SMACNA's "HVAC Air Duct

Leakage Test Manual" and prepare test reports:

1. Disassemble, reassemble, and seal segments of systems to accommodate leakage testing

and for compliance with test requirements.

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2. Conduct tests at static pressures equal to maximum design pressure of system or section

being tested. If pressure classes are not indicated, test entire system at maximum system

design pressure. Do not pressurize systems above maximum design operating pressure.

Give seven days' advance notice for testing.

3. Maximum Allowable Leakage: Comply with requirements for Leakage Class 3 for round

and flat-oval ducts, Leakage Class 12 for rectangular ducts in pressure classes lower than

and equal to 2-inch wg (both positive and negative pressures), and Leakage Class 6 for

pressure classes from 2- to 10-inch wg.

4. Remake leaking joints and retest until leakage is equal to or less than maximum

allowable.

3.7 CLEANING NEW SYSTEMS

A. Mark position of dampers and air-directional mechanical devices before cleaning, and perform

cleaning before air balancing.

B. Use service openings, as required, for physical and mechanical entry and for inspection.

1. Create other openings to comply with duct standards.

2. Disconnect flexible ducts as needed for cleaning and inspection.

3. Remove and reinstall ceiling sections to gain access during the cleaning process.

C. Vent vacuuming system to the outside. Include filtration to contain debris removed from

HVAC systems, and locate exhaust down wind and away from air intakes and other points of

entry into building.

D. Clean the following metal duct systems by removing surface contaminants and deposits:

1. Air outlets and inlets (registers, grilles, and diffusers).

2. Supply, return, and exhaust fans including fan housings, plenums (except ceiling supply

and return plenums), scrolls, blades or vanes, shafts, baffles, dampers, and drive

assemblies.

3. Air-handling unit internal surfaces and components including mixing box, coil section,

air wash systems, spray eliminators, condensate drain pans, humidifiers and

dehumidifiers, filters and filter sections, and condensate collectors and drains.

4. Coils and related components.

5. Return-air ducts, dampers, and actuators except in ceiling plenums and mechanical

equipment rooms.

6. Supply-air ducts, dampers, actuators, and turning vanes.

E. Mechanical Cleaning Methodology:

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CDB 816-010-039 METAL DUCTS 23 31 13 - 11

1. Clean metal duct systems using mechanical cleaning methods that extract contaminants

from within duct systems and remove contaminants from building.

2. Use vacuum-collection devices that are operated continuously during cleaning. Connect

vacuum device to downstream end of duct sections so areas being cleaned are under

negative pressure.

3. Use mechanical agitation to dislodge debris adhered to interior duct surfaces without

damaging integrity of metal ducts, duct liner, or duct accessories.

4. Clean coils and coil drain pans according to NADCA 1992. Keep drain pan operational.

Rinse coils with clean water to remove latent residues and cleaning materials; comb and

straighten fins.

F. Cleanliness Verification:

1. Visually inspect metal ducts for contaminants.

2. Where contaminants are discovered, re-clean and reinspect ducts.

G. Cleaning existing ductwork: Use service openings, as required, for physical and mechanical

entry and for inspection.

1. Use existing service openings where possible.

2. Create other openings to comply with duct standards.

3. Disconnect flexible ducts as needed for cleaning and inspection.

4. Reseal rigid fiberglass duct systems according to NAIMA recommended practices.

5. Remove and reinstall ceiling sections to gain access during the cleaning process.

H. Mark position of dampers and air-directional mechanical devices before cleaning, and restore to

their marked position on completion.

I. Particulate Collection and Odor Control:

1. When venting vacuuming system inside the building, use HEPA filtration with 99.97

percent collection efficiency for 0.3-micron size (or larger) particles.

2. When venting vacuuming system to the outside, use filtration to contain debris removed

from HVAC system, and locate exhaust down wind and away from air intakes and other

points of entry into building.

J. Clean the following metal duct systems by removing surface contaminants and deposits:

1. Air outlets and inlets (registers, grilles, and diffusers).

2. Supply, return, and exhaust fans including fan housings, plenums (except ceiling supply

and return plenums), scrolls, blades or vanes, shafts, baffles, dampers, and drive

assemblies.

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 METAL DUCTS 23 31 13 - 12

3. Air-handling unit internal surfaces and components including mixing box, coil section,

air wash systems, spray eliminators, condensate drain pans, humidifiers and

dehumidifiers, filters and filter sections, and condensate collectors and drains.

4. Coils and related components.

5. Return-air ducts, dampers, and actuators except in ceiling plenums and mechanical

equipment rooms.

6. Supply-air ducts, dampers, actuators, and turning vanes.

7. Dedicated exhaust and ventilation components and makeup air systems.

K. Mechanical Cleaning Methodology:

1. Clean metal duct systems using mechanical cleaning methods that extract contaminants

from within duct systems and remove contaminants from building.

2. Use vacuum-collection devices that are operated continuously during cleaning. Connect

vacuum device to downstream end of duct sections so areas being cleaned are under

negative pressure.

3. Use mechanical agitation to dislodge debris adhered to interior duct surfaces without

damaging integrity of metal ducts, duct liner, or duct accessories.

4. Clean fibrous-glass duct liner with HEPA vacuuming equipment; do not permit duct liner

to get wet. Replace fibrous-glass duct liner that is damaged, deteriorated, or delaminated

or that has friable material, mold, or fungus growth.

5. Clean coils and coil drain pans according to NADCA 1992. Keep drain pan operational.

Rinse coils with clean water to remove latent residues and cleaning materials; comb and

straighten fins.

6. Provide operative drainage system for washdown procedures.

7. Biocidal Agents and Coatings: Apply biocidal agents if fungus is present. Apply

biocidal agents according to manufacturer's written instructions after removal of surface

deposits and debris.

L. Cleanliness Verification:

1. Verify cleanliness after mechanical cleaning and before application of treatment,

including biocidal agents and protective coatings.

2. Visually inspect metal ducts for contaminants.

3. Where contaminants are discovered, re-clean and reinspect ducts.

M. Gravimetric Analysis: At discretion and expense of Owner, sections of metal duct system,

chosen randomly by Owner, may be tested for cleanliness according to NADCA vacuum test

gravimetric analysis.

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 METAL DUCTS 23 31 13 - 13

1. If analysis determines that levels of debris are equal to or lower than suitable levels,

system shall have passed cleanliness verification.

2. If analysis determines that levels of debris exceed suitable levels, system cleanliness

verification will have failed and metal duct system shall be re-cleaned and re-verified.

END OF SECTION 23 31 13

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 DUCT ACCESSORIES 23 33 00 - 1

DIVISION 23 – HEATING, VENTILATING AND AIR CONDITIONING

SECTION 23 33 00 – DUCT ACCESSORIES

PART 1 – GENERAL

1.1 WORK INCLUDES

A. Base Bid:

1. Ventilation Contractor Provide:

a. Backdraft dampers.

b. Volume dampers.

c. Manual volume damper cable operator

d. Turning vanes.

e. Duct-mounting access doors.

f. Flexible connectors.

g. Flexible ducts.

h. Duct accessory hardware.

1.2 SUBMITTALS

A. Product Data: For the following:

1. Backdraft dampers.

2. Volume dampers.

3. Manual volume damper cable operator

4. Turning vanes.

5. Duct-mounting access doors.

6. Flexible connectors.

7. Flexible ducts.

B. Shop Drawings: Detail equipment assemblies and indicate dimensions, weights, loads, required

clearances, method of field assembly, components, and location and size of each field

connection.

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 DUCT ACCESSORIES 23 33 00 - 2

1. Special fittings.

2. Backdraft dampers.

3. Manual-volume damper installations.

4. Manual volume damper cable operator locations

5. Motorized-control damper installations.

6. Duct mounted access doors.

7. Flexible connectors.

8. Flexible ducts.

9. Wiring Diagrams: Power, signal, and control wiring.

C. Coordination Drawings: Reflected ceiling plans, drawn to scale and coordinating penetrations

and ceiling-mounting items. Show ceiling-mounting access panels and access doors required

for access to duct accessories.

1.3 QUALITY ASSURANCE

A. Comply with NFPA 90A, "Installation of Air Conditioning and Ventilating Systems," and

NFPA 90B, "Installation of Warm Air Heating and Air Conditioning Systems."

1.4 DELIVERY, STORAGE AND HANDLING

A. Materials delivered to the site must be coordinated with the site supervisor prior to delivery.

B. All materials shall be stored in a designated area and protected from the environment.

C. All materials shall be secured so as not to be a hazard during the construction process.

D. All materials must be free of all dirt, debris and moisture during the installation process.

1.5 WARRANTY

A. Minimum one year warranty on all material and labor from substantial completion date.

PART 2 – PRODUCTS

2.1 MANUFACTURERS

A. Subject to compliance with requirements, provide products by one of the following

manufacturers:

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 DUCT ACCESSORIES 23 33 00 - 3

1. Backdraft Dampers:

a. Greenheck

b. Ruskin

c. Vent Products Company

2. Volume Dampers

a. Nailor

b. Ruskin

c. Vent Products Company

3. Manual Volume Damper Cable Operator

a. Metropolitan Air Technology

b. Young Regulator Company

c. Ruskin Air & Sound Control

4. Duct-Mounting Access Doors

a. CESCO Products

b. Ductmate Industries

c. Greenheck

5. Flexible Connectors

a. Ductmate Industries

b. Ventfabrics, Inc.

c. Ward Industries

6. Flexible Ducts

a. Flexmaster USA

b. Hart & Cooley, Inc.

c. McGill Airflow Corp.

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 DUCT ACCESSORIES 23 33 00 - 4

2.2 SHEET METAL MATERIALS

A. Comply with SMACNA's "HVAC Duct Construction Standards--Metal and Flexible" for

acceptable materials, material thicknesses, and duct construction methods, unless otherwise

indicated.

B. Galvanized Sheet Steel: Lock-forming quality; complying with ASTM A 653/A 653M and

having G90coating designation; ducts shall have mill-phosphatized finish for surfaces exposed

to view.

C. Stainless Steel: ASTM A 480/A 480M Type 304 (specify Type 314 as required by the

application).

D. Aluminum Sheets: ASTM B 209 alloy 3003, temper H14; with mill finish for concealed ducts

and standard, 1-side bright finish for exposed ducts.

E. Extruded Aluminum: ASTM B 221, alloy 6063, temper T6.

F. Reinforcement Shapes and Plates: Galvanized-steel reinforcement where installed on

galvanized sheet metal ducts; compatible materials for aluminum and stainless-steel ducts.

G. Tie Rods: Galvanized steel, 1/4-inch minimum diameter for lengths 36 inches or less; 3/8-inch

minimum diameter for lengths longer than 36 inches.

2.3 BACKDRAFT DAMPERS

A. Description: Multiple-blade, parallel action gravity balanced, with center-pivoted blades of

maximum 6-inch width, with sealed edges, assembled in rattle-free manner with 90-degree stop,

steel ball bearings, and axles; adjustment device to permit setting for varying differential static

pressure.

B. Frame: 0.063-inch thick extruded aluminum, with welded corners and mounting flange.

C. Blades: 0.050-inch thick aluminum sheet.

D. Blade Seals: Neoprene.

E. Blade Axles: Galvanized steel.

F. Tie Bars and Brackets: Galvanized steel.

G. Return Spring: Adjustable tension.

2.4 VOLUME DAMPERS

A. General Description: Factory fabricated, with required hardware and accessories. Stiffen

damper blades for stability. Include locking device to hold single-blade dampers in a fixed

position without vibration. Close duct penetrations for damper components to seal duct

consistent with pressure class.

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 DUCT ACCESSORIES 23 33 00 - 5

1. Pressure Classes of 3-Inch wg or Higher: End bearings or other seals for ducts with axles

full length of damper blades and bearings at both ends of operating shaft.

B. Standard Volume Dampers: Multiple- or single-blade, parallel- or opposed-blade design as

indicated, standard leakage rating, with linkage outside airstream and suitable for horizontal or

vertical applications.

1. Steel Frames: Hat-shaped, galvanized sheet steel channels, minimum of 0.064 inch thick,

with mitered and welded corners; frames with flanges where indicated for attaching to

walls and flangeless frames where indicated for installing in ducts.

2. Roll-Formed Steel Blades: 0.064-inch- thick, galvanized sheet steel.

3. Aluminum Frames: Hat-shaped, 0.10-inch- thick, aluminum sheet channels; frames with

flanges where indicated for attaching to walls; and flangeless frames where indicated for

installing in ducts.

4. Roll-Formed Aluminum Blades: 0.10-inch- thick aluminum sheet.

5. Extruded-Aluminum Blades: 0.050-inch- thick extruded aluminum.

6. Blade Axles: Galvanized steel. Drive shaft will be the full length of the blade.

7. Bearings: Stainless-steel sleeve.

8. Tie Bars and Brackets: Aluminum.

9. Tie Bars and Brackets: Galvanized steel.

C. Low-Leakage Volume Dampers: Multiple- or single-blade, parallel- or opposed-blade design as

indicated, low-leakage rating, with linkage outside airstream, and suitable for horizontal or

vertical applications.

1. Steel Frames: galvanized sheet steel channels, minimum of 0.064 inch thick, with

mitered and welded corners; frames with flanges where indicated for attaching to walls

and flangeless frames where indicated for installing in ducts.

2. Roll-Formed Steel Blades: 0.064-inch- thick, galvanized sheet steel.

3. Aluminum Frames: 0.10-inch- thick, aluminum sheet channels; frames with flanges

where indicated for attaching to walls and flangeless frames where indicated for installing

in ducts.

4. Roll-Formed Aluminum Blades: 0.10-inch- thick aluminum sheet.

5. Extruded-Aluminum Blades: 0.050-inch- thick extruded aluminum.

6. Blade Axles: Galvanized steel. Drive shaft will be the full length of the blade.

7. Bearings: Stainless-steel sleeve thrust or ball.

8. Blade Seals: Neoprene.

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 DUCT ACCESSORIES 23 33 00 - 6

9. Jamb Seals: Cambered stainless steel.

10. Tie Bars and Brackets: Aluminum.

D. Jackshaft: 1-inch- diameter, galvanized-steel pipe rotating within pipe-bearing assembly

mounted on supports at each mullion and at each end of multiple-damper assemblies.

1. Length and Number of Mountings: Appropriate to connect linkage of each damper in

multiple-damper assembly.

E. Damper Hardware: Zinc-plated, die-cast core with dial and handle made of 3/32-inch- thick

zinc-plated steel, and a 3/4-inch hexagon locking nut. Include center hole to suit damper

operating-rod size. Include elevated platform for insulated duct mounting.

F. Manual Volume Damper Cable Operator: Heavy duty universal damper drive, cable,

termination, mounting brackets and mini ceiling cup (1” diameter). Similar to Metropolitan Air

Technology (Round Ducts: MAT RT-250 with RT-WGA and RT-CCM, Rectangular Ducts:

MAT-RT-200 with RT-WGA and RT-CCM) with mounting bracket and miniature ceiling cup.

Hex nut driven.

G. Accessories:

1. Auxiliary switches for signaling and position indication.

2. Test and reset switches, damper mounted.

2.5 TURNING VANES

A. Fabricate to comply with SMACNA's "HVAC Duct Construction Standards--Metal and

Flexible" for vanes and vane runners. Vane runners shall automatically align vanes.

B. Manufactured Turning Vanes: Fabricate 1-1/2-inch- wide, single-vane, curved blades of

galvanized sheet steel set 3/4 inch o.c.; support with bars perpendicular to blades set 2 inches

o.c.; and set into vane runners suitable for duct mounting.

C. Acoustic Turning Vanes: Fabricate airfoil-shaped aluminum extrusions with perforated faces

and fibrous-glass fill.

D. Turning vane material shall match the associated ductwork the vanes are installed in (i.e.

aluminum ducts shall have aluminum turning vanes, etc.).”

2.6 DUCT-MOUNTING ACCESS DOORS

A. General Description: Fabricate doors airtight and suitable for duct pressure class.

B. Door: Double wall, duct mounting, and rectangular; fabricated of galvanized sheet metal with

insulation fill and thickness as indicated for duct pressure class. Include vision panel where

indicated. Include 1-by-1-inch butt or piano hinge and cam latches.

1. Frame: Galvanized sheet steel, with bend-over tabs and foam gaskets.

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 DUCT ACCESSORIES 23 33 00 - 7

2. Provide number of hinges and locks as follows:

a. Less than 12 Inches Square: Secure with two sash locks.

b. Up to 18 Inches Square: Two hinges and two sash locks.

c. Up to 24 by 48 Inches: Three hinges and two compression latches with outside

and inside handles.

d. Sizes 24 by 48 Inches and Larger: One additional hinge.

C. Door: Double wall, duct mounting, and round; fabricated of galvanized sheet metal with

insulation fill and 1-inch thickness. Include cam latches.

1. Frame: Galvanized sheet steel, with spin-in notched frame.

D. Pressure Relief Access Door: Double wall and duct mounting; fabricated of galvanized sheet

metal with insulation fill and thickness as indicated for duct pressure class. Include vision panel

where indicated, latches, and retaining chain.

1. Frame: Galvanized sheet steel, with bend-over tabs and foam gaskets.

E. Seal around frame attachment to duct and door to frame with neoprene or foam rubber.

F. Insulation: 1-inch- thick, fibrous-glass or polystyrene-foam board.

G. Duct mounted access door material shall match the associated ductwork the doors are installed

in (i.e. aluminum ducts shall have aluminum doors, etc.).

2.7 FLEXIBLE CONNECTORS

A. General Description: Flame-retardant or noncombustible fabrics, coatings, and adhesives

complying with UL 181, Class 1.

B. Metal-Edged Connectors: Factory fabricated with a fabric strip 5-3/4 inches wide attached to

two strips of 2-3/4-inch- wide, 0.028-inch- thick, galvanized sheet steel or 0.032-inch- thick

aluminum sheets. Select metal compatible with ducts.

C. Indoor System, Flexible Connector Fabric: Glass fabric double coated with neoprene.

1. Minimum Weight: 26 oz./sq. yd..

2. Tensile Strength: 480 lbf/inch in the warp and 360 lbf/inch in the filling.

3. Service Temperature: Minus 40 to plus 200 deg F.

D. Outdoor System, Flexible Connector Fabric: Glass fabric double coated with weatherproof,

synthetic rubber resistant to UV rays and ozone.

1. Minimum Weight: 24 oz./sq. yd..

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 DUCT ACCESSORIES 23 33 00 - 8

2. Tensile Strength: 530 lbf/inch in the warp, and 440 lbf/inch in the filling.

3. Service Temperature: Minus 50 to plus 250 deg F.

2.8 FLEXIBLE DUCTS

A. Insulated-Duct Connectors: UL 181, Class 1, 2-ply vinyl film supported by helically wound,

spring-steel wire; fibrous-glass insulation; aluminized vapor barrier film.

1. Pressure Rating: 10-inch wg positive and 1.0-inch wg negative.

2. Maximum Air Velocity: 4000 fpm.

3. Temperature Range: Minus 10 to plus 160 deg F

B. Flexible Duct Clamps: Stainless-steel band with cadmium-plated hex screw to tighten band

with a worm-gear action, in sizes 3 through 18 inches to suit duct size.

2.9 DUCT ACCESSORY HARDWARE

A. Instrument Test Holes: Cast iron or cast aluminum to suit duct material, including screw cap

and gasket. Size to allow insertion of pitot tube and other testing instruments and of length to

suit duct insulation thickness.

B. Adhesives: High strength, quick setting, neoprene based, waterproof, and resistant to gasoline

and grease.

PART 3 – EXECUTION

3.1 APPLICATION AND INSTALLATION

A. Install duct accessories according to applicable details in SMACNA's "HVAC Duct

Construction Standards--Metal and Flexible" for metal ducts and in NAIMA AH116, "Fibrous

Glass Duct Construction Standards," for fibrous-glass ducts.

B. Provide duct accessories of materials suited to duct materials; use galvanized-steel accessories

in galvanized-steel and fibrous-glass ducts, stainless-steel accessories in stainless-steel ducts,

and aluminum accessories in aluminum ducts.

C. Install backdraft dampers on exhaust fans or exhaust ducts nearest to outside and where

indicated.

D. Provide Balancing Damper at points on supply, return, and exhaust systems where branches

leap from larger ducts as required for air balancing. Install at a minimum of two duct widths

from branch takeoff.

E. Provide remote cable operator for manual balancing dampers located above

drywall/plaster/metal ceilings/walls. Cable length as required to install in accessible location

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 DUCT ACCESSORIES 23 33 00 - 9

coordinated with all items in ceilings and walls. Terminate with ceiling/wall paintable mini cup

cap (flush to surface) to hide hex nut driver. Custom color as selected by architect.

F. Provide test holes at fan inlets and outlets and elsewhere as indicated.

G. Install duct access doors to allow for inspecting, adjusting, and maintaining accessories and

terminal units as follows:

1. On both sides of duct coils. On terminal units coordinate upstream coil access door with

equipment supplier.

2. Downstream from volume dampers, turning vanes, and duct mounted equipment.

3. Adjacent to fire dampers, providing access to reset or reinstall fusible links.

4. To interior of ducts for cleaning; before and after each change in direction, at maximum

50-foot spacing.

5. On sides of ducts where adequate clearance is available.

6. As required or indicated on plans.

7. Upstream and downstream of ducted fans.

H. Label access doors according to Division 23 Section "Mechanical Identification."

I. Install flexible connectors immediately adjacent to equipment in ducts associated with fans and

motorized equipment supported by vibration isolators.

J. For fans developing static pressures of 5-inch wg and higher, cover flexible connectors with

loaded vinyl sheet held in place with metal straps.

K. Connect terminal units to supply ducts directly or with maximum 12-inch lengths of flexible

duct. Do not use flexible ducts to change directions.

L. Connect diffusers or light troffer boots to low pressure ducts directly or with maximum 60-inch

lengths of flexible duct clamped or strapped in place.

M. Connect flexible ducts to metal ducts with adhesive plus sheet metal screws.

N. Install duct test holes where indicated and required for testing and balancing purposes.

O. Provide turning vanes in all short radius / square elbows (>45 degrees) and tees.

3.2 ADJUSTING

A. Adjust duct accessories for proper settings.

B. Final positioning of manual-volume dampers is specified in Division 23 Section "Testing,

Adjusting, and Balancing."

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 DUCT ACCESSORIES 23 33 00 - 10

3.3 DEMONSTRATION AND COMMISSIONING

A. Engage a factory-authorized service representative to train Owner's maintenance personnel to

adjust, operate, and maintain the duct accessories.

1. Train Owner's maintenance personnel on procedures and schedules for troubleshooting,

servicing, and maintaining duct accessories. The training will occur after testing and

balancing. The trainer will provide two (2) Installation and Operations manuals for the

use of the Owner’s personnel during training.

2. Review data in maintenance manuals. Refer to Division 1 Section "Operation and

Maintenance Data." All required and recommended maintenance will be reviewed as well

as operational trouble shooting. If the IOM does not include a written trouble shooting

guide one will be provided.

3. Schedule training with Owner, through Architect, with at least seven days' advance

notice.

B. Demonstrate proper operation of duct accessories to commissioning agent or designated owners

personnel. The scope of the demonstration will include functional performance requirements

under both stand alone and building automation control (when identified in control documents)

as well as any commissioning requirements in Division 1 or 23.

END OF SECTION 23 33 00

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 DIFFUSERS, REGISTERS, AND GRILLES 23 37 13 - 1

DIVISION 23 – HEATING, VENTILATING AND AIR CONDITIONING

SECTION 23 37 13 – DIFFUSERS, REGISTERS, AND GRILLES

PART 1 - GENERAL

1.1 WORK INCLUDES

A. Base Bid:

1. Ventilation Contractor Provide:

a. Ceiling- and wall-mounted diffusers, registers, and grilles.

1.2 DEFINITIONS

A. Diffuser: Circular, square, or rectangular air distribution outlet, generally located in the ceiling

and comprised of deflecting members discharging supply air in various directions and planes

and arranged to promote mixing of primary air with secondary room air.

B. Grille: A louvered or perforated covering for an opening in an air passage, which can be

located in a sidewall, ceiling, or floor.

C. Register: A combination grille and damper assembly over an air opening.

1.3 SUBMITTALS

A. Product Data: For each product indicated, include the following:

1. Data Sheet: Indicate materials of construction, finish, and mounting details; and

performance data including throw and drop, static-pressure drop, and noise ratings.

2. Diffuser, Register, and Grille Schedule: Indicate Drawing designation, room location,

quantity, model number, size, and accessories furnished.

A. Coordination Drawings: Reflected ceiling plans, drawn to scale, on which the following items

are shown and coordinated with each other, based on input from installers of the items involved:

1. Ceiling suspension assembly members.

2. Method of attaching hangers to building structure.

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CDB 816-010-039 DIFFUSERS, REGISTERS, AND GRILLES 23 37 13 - 2

3. Size and location of initial access modules for acoustical tile.

4. Ceiling-mounted items including lighting fixtures, diffusers, grilles, speakers, sprinklers,

access panels, and special moldings.

5. Duct access panels.

5.1 QUALITY ASSURANCE

A. ARI Compliance: Test and rate diffusers, registers, and grilles in accordance with ARI 650

"Standard for Diffusers, registers, and grilles".

B. ASHRAE Compliance: Test and rate diffusers, registers, and grilles in accordance with

ASHRAE 70 "Method of Testing for Rating the Air Flow Performance of Outlets and Inlets".

C. ADC Compliance: Test and rate diffusers, registers, and grilles in certified laboratories under

requirements of ADC 1062 "Certification, Rating and Test Manual".

D. ADC Seal: Provide diffusers, registers, and grilles bearing ADC Certified Rating Seal.

E. NFPA Compliance: Install diffusers, registers, and grilles in accordance with NFPA 90A

"Standard for the Installation of Air Conditioning and Ventilating Systems".

5.2 DELIVERY, STORAGE AND HANDLING

A. Deliver diffusers, registers, and grilles wrapped in factory-fabricated fiber- board type

containers. Identify on outside of container type of outlet or inlet and location to be installed.

Avoid crushing or bending and prevent dirt and debris from entering and settling in devices.

B. Store diffusers, registers, and grilles in original cartons and protect from weather and

construction work traffic. Where possible, store indoors; when necessary to store outdoors,

store above grade and enclose with waterproof wrapping.

5.3 WARRANTY

A. Provide warranty on materials and labor for 18 months starting from date of delivery, or one

year from date of substantial completion, whichever is longer.

PART 2 – PRODUCTS

2.1 MANUFACTURERS

A. Subject to compliance with requirements, provide diffusers by one of the following:

1. Ceiling Air Diffusers:

a. Nailor

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 DIFFUSERS, REGISTERS, AND GRILLES 23 37 13 - 3

b. Titus Products Div.; Philips Industries, Inc.

c. Tuttle & Bailey; Div. of Interpace Corp.

d. Price Industries

2. Wall Registers and Grilles

a. Nailor

b. Titus Products Div.; Philips Industries, Inc.

c. Tuttle & Bailey; Div. of Interpace Corp.

d. Price Industries

2.2 CEILING AIR DIFFUSERS

A. General: Except as otherwise indicated, provide manufacturer's standard ceiling air diffusers

where shown; of size, shape, capacity and type indicated; constructed of materials and

components as indicated, and as required for complete installation.

B. Performance: Provide ceiling air diffusers that have, as minimum, temperature and velocity

traverses, throw and drop, and noise criteria ratings for each size device as listed in

manufacturer's current data.

C. Ceiling Compatibility: Provide diffusers with border styles that are compatible with adjacent

ceiling systems, and that are specifically manufactured to fit into ceiling module with accurate

fit and adequate support. Refer to general construction drawings and specifications for types of

ceiling systems which will contain each type of ceiling air diffuser.

D. Types: Provide ceiling diffusers of type, capacity, and with accessories and finishes as listed on

diffuser schedule.

2.3 WALL REGISTERS AND GRILLES

A. General: Except as otherwise indicated, provide manufacturer's standard wall registers and

grilles where shown; of size, shape, capacity and type indicated; constructed of materials and

components as indicated, and as required for complete installation.

B. Performance: Provide wall registers and grilles that have, as minimum, temperature and

velocity traverses, throw and drop, and noise criteria ratings for each size device as listed in

manufacturer's current data.

C. Wall Compatibility: Provide registers and grilles with border styles that are compatible with

adjacent wall systems, and that are specifically manufactured to fit into wall construction with

accurate fit and adequate support. Refer to general construction drawings and specifications for

types of wall construction which will contain each type of wall register and grille.

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 DIFFUSERS, REGISTERS, AND GRILLES 23 37 13 - 4

D. Types: Provide wall registers and grilles of type, capacity, and with accessories and finishes as

listed on schedule.

2.4 SOURCE QUALITY CONTROL

A. Verification of Performance: Rate diffusers, registers, and grilles according to ASHRAE 70,

"Method of Testing for Rating the Performance of Air Outlets and Inlets."

PART 3 – EXECUTION

3.1 EXAMINATION

A. Examine areas where diffusers, registers, and grilles are to be installed for compliance with

requirements for installation tolerances and other conditions affecting performance of

equipment.

B. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 INSTALLATION

A. Install diffusers, registers, and grilles level and plumb.

B. Ceiling-Mounted Outlets and Inlets: Drawings indicate general arrangement of ducts, fittings,

and accessories. Air outlet and inlet locations have been indicated to achieve design

requirements for air volume, noise criteria, airflow pattern, throw, and pressure drop. Make

final locations where indicated, as much as practicable. For units installed in lay-in ceiling

panels, locate units in the center of panel. Where architectural features or other items conflict

with installation, notify Architect for a determination of final location.

C. Install diffusers, registers, and grilles with airtight connections to ducts and to allow service and

maintenance of dampers, air extractors, and fire dampers.

3.3 CLEANING

A. After installation of diffusers, registers, and grilles, inspect exposed finish. Clean exposed

surfaces to remove burrs, dirt, and smudges. Replace diffusers, registers, and grilles that have

damaged finishes.

3.4 CONTRACTOR STARTUP AND REPORTING

A. After installation, adjust diffusers, registers, and grilles to air patterns indicated, or as directed,

before starting air balancing.

3.5 DEMONSTRATION AND COMMISSIONING – NOT APPLICABLE

END OF SECTION 233713

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 CONDUCTORS AND CABLES 26 05 19 - 1

DIVISION 26 – ELECTRICAL

SECTION 26 05 19 - CONDUCTORS AND CABLES

PART 1 - GENERAL

1.1 WORK INCLUDES

A. Base Bid:

1. Electrical Contractor Provide:

a. Building wires and cables rated 600 V and less.

b. Connectors, splices, and terminations rated 600 V and less.

1.2 DEFINITIONS

A. EPDM: Ethylene-propylene-diene terpolymer rubber.

B. NBR: Acrylonitrile-butadiene rubber.

1.3 SUBMITTALS

A. Product Data: For each type of product indicated.

B. Field quality-control test reports.

1.4 QUALITY ASSURANCE

A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in

International Building Code and National Electrical Code, by a testing agency acceptable to

authorities having jurisdiction, and marked for intended use.

B. Comply with National Electrical Code (NEC).

PART 2 - PRODUCTS

2.1 CONDUCTORS AND CABLES

A. Manufacturers: Subject to compliance with requirements, provide products by one of the

following:

1. Cerro Wire Inc.

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CDB 816-010-039 CONDUCTORS AND CABLES 26 05 19 - 2

2. Encore Wire Corporation.

3. Southwire Company.

B. Copper Conductors: Comply with NEMA WC 70.

C. Conductor Insulation: Comply with NEMA WC 70 for Types THHN-THWN, THW, USE-2

and XHHW.

2.2 CONNECTORS AND SPLICES

A. Manufacturers: Subject to compliance with requirements, provide products by one of the

following:

1. AFC Cable Systems, Inc.

2. Hubbell Power Systems, Inc.

3. O-Z/Gedney; EGS Electrical Group LLC.

4. 3M; Electrical Products Division.

5. Tyco Electronics Corp.

B. Description: Factory-fabricated connectors and splices of size, ampacity rating, material, type,

and class for application and service indicated.

PART 3 - EXECUTION

3.1 CONDUCTOR MATERIAL APPLICATIONS

A. Copper. Solid for No. 10 AWG and smaller; stranded for No. 8 AWG and larger.

3.2 CONDUCTOR INSULATION AND MULTICONDUCTOR CABLE APPLICATIONS AND

WIRING METHODS

A. Feeders: Type THHN-THWN, single conductors in raceway.

B. Branch Circuits: Type THHN-THWN, single conductors in raceway.

C. Cord Drops and Portable Appliance Connections: Type SO, hard service cord with stainless-

steel, wire-mesh, strain relief device at terminations to suit application.

D. Class 1 Control Circuits: Type THHN-THWN, in raceway.

E. Class 2 Control Circuits: Type THHN-THWN, in raceway.

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 CONDUCTORS AND CABLES 26 05 19 - 3

3.3 INSTALLATION OF CONDUCTORS AND CABLES

A. Conceal cables in finished walls, ceilings, and floors, unless otherwise indicated.

B. Use manufacturer-approved pulling compound or lubricant where necessary; compound used

must not deteriorate conductor or insulation. Do not exceed manufacturer's recommended

maximum pulling tensions and sidewall pressure values.

C. Use pulling means, including fish tape, cable, rope, and basket-weave wire/cable grips, that will

not damage cables or raceway.

D. Install exposed cables parallel and perpendicular to surfaces of exposed structural members, and

follow surface contours where possible.

E. Identify and color-code conductors and cables according to Division 26 Section "Electrical

Identification."

3.4 CONNECTIONS

A. Tighten electrical connectors and terminals according to manufacturer's published torque-

tightening values. If manufacturer's torque values are not indicated, use those specified in

UL 486A and UL 486B.

B. Make splices and taps that are compatible with conductor material and that possess equivalent

or better mechanical strength and insulation ratings than unspliced conductors.

C. Wiring at Outlets: Install conductor at each outlet, with at least 6 inches (150 mm) of slack.

3.5 FIELD QUALITY CONTROL

A. Perform tests and inspections and prepare test reports.

B. Tests and Inspections:

1. After installing conductors and cables and before electrical circuitry has been energized,

test service entrance and feeder conductors for compliance with requirements.

2. Perform each visual and mechanical inspection and electrical test stated in NETA

Acceptance Testing Specification. Certify compliance with test parameters.

C. Test Reports: Prepare a written report to record the following:

1. Test procedures used.

2. Test results that comply with requirements.

3. Test results that do not comply with requirements and corrective action taken to achieve

compliance with requirements.

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 CONDUCTORS AND CABLES 26 05 19 - 4

D. Remove and replace damaged cables and retest as specified above.

END OF SECTION 26 05 19

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 GROUNDING AND BONDING 26 05 26 - 1

DIVISION 26 – ELECTRICAL

SECTION 26 05 26 - GROUNDING AND BONDING

PART 1 - GENERAL

1.1 WORK INCLUDES

A. Base Bid:

1. Electrical Contractor to Provide:

a. Grounding systems and equipment.

1.2 SUBMITTALS

A. Product Data: For each type of product indicated.

B. Field quality-control reports.

C. Operation and Maintenance Data: For grounding to include in emergency, operation, and

maintenance manuals. In addition to items specified in Division 1 Section "Operation and

Maintenance Data," include the following:

1.3 QUALITY ASSURANCE

A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in

International Building Code and National Electrical Code (NEC) by a qualified testing agency,

and marked for intended location and application.

B. Comply with UL 467 for grounding and bonding materials and equipment.

C. Comply with National Electrical Code (NEC).

PART 2 - PRODUCTS

2.1 CONDUCTORS

A. Insulated Conductors: Copper wire or cable insulated for 600 V unless otherwise required by

applicable Code or authorities having jurisdiction.

B. Bare Copper Conductors:

1. Solid Conductors: ASTM B 3.

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GOVERNORS STATE UNIVERSITY 04.12.13

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CDB 816-010-039 GROUNDING AND BONDING 26 05 26 - 2

2. Stranded Conductors: ASTM B 8.

3. Tinned Conductors: ASTM B 33.

4. Bonding Cable: 28 kcmil, 14 strands of No. 17 AWG conductor, 1/4 inch (6 mm) in

diameter.

5. Bonding Conductor: No. 4 or No. 6 AWG, stranded conductor.

6. Bonding Jumper: Copper tape, braided conductors terminated with copper ferrules; 1-5/8

inches (41 mm) wide and 1/16 inch (1.6 mm) thick.

7. Tinned Bonding Jumper: Tinned-copper tape, braided conductors terminated with copper

ferrules; 1-5/8 inches (41 mm) wide and 1/16 inch (1.6 mm) thick.

2.2 CONNECTORS

A. Listed and labeled by an NRTL acceptable to authorities having jurisdiction for applications in

which used and for specific types, sizes, and combinations of conductors and other items

connected.

B. Bolted Connectors for Conductors and Pipes: Copper or copper alloy, pressure type with at

least two bolts.

1. Pipe Connectors: Clamp type, sized for pipe.

C. Welded Connectors: Exothermic-welding kits of types recommended by kit manufacturer for

materials being joined and installation conditions.

D. Bus-bar Connectors: Mechanical type, cast silicon bronze, solderless compression -type wire

terminals, and long-barrel, two-bolt connection to ground bus bar.

PART 3 - EXECUTION

3.1 APPLICATIONS

A. Conductors: Install solid conductor for No. 8 AWG and smaller, and stranded conductors for

No. 6 AWG and larger unless otherwise indicated.

B. Conductor Terminations and Connections:

1. Pipe and Equipment Grounding Conductor Terminations: Bolted connectors.

2. Connections to Ground Rods at Test Wells: Bolted connectors.

3. Connections to Structural Steel: Welded connectors.

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 GROUNDING AND BONDING 26 05 26 - 3

3.2 EQUIPMENT GROUNDING

A. Install insulated equipment grounding conductors with all feeders and branch circuits.

B. Air-Duct Equipment Circuits: Install insulated equipment grounding conductor to duct-

mounted electrical devices operating at 120 V and more, including air cleaners, heaters,

dampers, humidifiers, and other duct electrical equipment. Bond conductor to each unit and to

air duct and connected metallic piping.

C. Signal and Communication Equipment: In addition to grounding and bonding required by

CCBC, provide a separate grounding system complying with requirements in TIA/ATIS J-STD-

607-A.

1. For telephone, alarm, voice and data, and other communication equipment, provide

No. 4 AWG minimum insulated grounding conductor in raceway from grounding

electrode system to each service location, terminal cabinet, wiring closet, and central

equipment location.

2. Service and Central Equipment Locations and Wiring Closets: Terminate grounding

conductor on a 1/4-by-4-by-12-inch (6.3-by-100-by-300-mm) grounding bus.

3. Terminal Cabinets: Terminate grounding conductor on cabinet grounding terminal.

3.3 INSTALLATION

A. Grounding Conductors: Route along shortest and straightest paths possible unless otherwise

indicated or required by Code. Avoid obstructing access or placing conductors where they may

be subjected to strain, impact, or damage.

B. Bonding Straps and Jumpers: Install in locations accessible for inspection and maintenance

except where routed through short lengths of conduit.

1. Bonding to Structure: Bond straps directly to basic structure, taking care not to penetrate

any adjacent parts.

2. Bonding to Equipment Mounted on Vibration Isolation Hangers and Supports: Install

bonding so vibration is not transmitted to rigidly mounted equipment.

3. Use exothermic-welded connectors for outdoor locations; if a disconnect-type connection

is required, use a bolted clamp.

C. Bonding Interior Metal Ducts: Bond metal air ducts to equipment grounding conductors of

associated fans, blowers, electric heaters, and air cleaners. Install bonding jumper to bond

across flexible duct connections to achieve continuity.

3.4 LABELING

A. Comply with requirements in Section 26 05 53 "Electrical Identification" Article for instruction

signs. The label or its text shall be green.

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CDB 816-010-039 GROUNDING AND BONDING 26 05 26 - 4

B. Install labels at the telecommunications bonding conductor and grounding equalizer and at the

grounding electrode conductor where exposed.

1. Label Text: "If this connector or cable is loose or if it must be removed for any reason,

notify the facility manager."

3.5 FIELD QUALITY CONTROL

A. Perform tests and inspections.

B. Tests and Inspections:

1. After installing grounding system but before permanent electrical circuits have been

energized, test for compliance with requirements.

2. Inspect physical and mechanical condition. Verify tightness of accessible, bolted,

electrical connections with a calibrated torque wrench according to manufacturer's

written instructions.

C. Grounding system will be considered defective if it does not pass tests and inspections.

D. Report measured ground resistances that exceed the following values:

1. Power and Lighting Equipment or System: 10 ohms.

E. Excessive Ground Resistance: If resistance to ground exceeds specified values, notify Architect

promptly and include recommendations to reduce ground resistance.

END OF SECTION 26 05 26

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 HANGERS AND SUPPORTS 26 05 29 - 1

FOR ELECTRICAL SYSTEMS

DIVISION 26 – ELECTRICAL

SECTION 26 05 29 - HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

PART 1 - GENERAL

1.1 WORK INCLUDES

A. Base Bid:

1. Electrical Contractor to Provide:

a. Hangers and supports for electrical equipment and systems.

1.2 DEFINITIONS

A. EMT: Electrical metallic tubing.

B. IMC: Intermediate metal conduit.

C. RMC: Rigid metal conduit.

1.3 PERFORMANCE REQUIREMENTS

A. Design supports for multiple raceways capable of supporting combined weight of supported

systems and its contents.

B. Design equipment supports capable of supporting combined operating weight of supported

equipment and connected systems and components.

1.4 QUALITY ASSURANCE

A. Comply with International Building Code.

1.5 COORDINATION

A. Coordinate size and location of concrete bases. Cast anchor-bolt inserts into bases. Concrete,

reinforcement, and formwork requirements are specified in Division 3.

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 HANGERS AND SUPPORTS 26 05 29 - 2

FOR ELECTRICAL SYSTEMS

PART 2 - PRODUCTS

2.1 SUPPORT, ANCHORAGE, AND ATTACHMENT COMPONENTS

A. Steel Slotted Support Systems: Comply with MFMA-4, factory-fabricated components for field

assembly.

1. Metallic Coatings: Hot-dip galvanized after fabrication and applied according to

MFMA-4.

2. Painted Coatings: Manufacturer's standard painted coating applied according to MFMA-

4.

3. Channel Dimensions: Selected for applicable load criteria.

B. Raceway and Cable Supports: As described in NECA 1 and NECA 101.

C. Conduit and Cable Support Devices: Steel hangers, clamps, and associated fittings, designed

for types and sizes of raceway or cable to be supported.

D. Support for Conductors in Vertical Conduit: Factory-fabricated assembly consisting of

threaded body and insulating wedging plug or plugs for non-armored electrical conductors or

cables in riser conduits. Plugs shall have number, size, and shape of conductor gripping pieces

as required to suit individual conductors or cables supported. Body shall be malleable iron.

E. Mounting, Anchoring, and Attachment Components: Items for fastening electrical items or

their supports to building surfaces include the following:

1. Mechanical-Expansion Anchors: Insert-wedge-type, zinc-coated steel, for use in

hardened portland cement concrete with tension, shear, and pullout capacities appropriate

for supported loads and building materials in which used.

2. Concrete Inserts: Steel or malleable-iron, slotted support system units similar to MSS

Type 18; complying with MFMA-4 or MSS SP-58.

3. Clamps for Attachment to Steel Structural Elements: MSS SP-58, type suitable for

attached structural element.

4. Through Bolts: Structural type, hex head, and high strength. Comply with

ASTM A 325.

5. Toggle Bolts: All-steel springhead type.

6. Hanger Rods: Threaded steel.

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 HANGERS AND SUPPORTS 26 05 29 - 3

FOR ELECTRICAL SYSTEMS

PART 3 - EXECUTION

3.1 APPLICATION

A. Comply with NECA 1 and NECA 101 for application of hangers and supports for electrical

equipment and systems except if requirements in this Section are stricter.

B. Maximum Support Spacing and Minimum Hanger Rod Size for Raceway: Space supports for

EMT, IMC, and RMC as required by maximum spacings less than stated in CCBC. Minimum

rod size shall be 1/4 inch (6 mm) in diameter.

C. Multiple Raceways or Cables: Install trapeze-type supports fabricated with steel slotted support

system, sized so capacity can be increased by at least 25 percent in future without exceeding

specified design load limits.

1. Secure raceways and cables to these supports with single-bolt conduit clamps.

D. Spring-steel clamps designed for supporting single conduits without bolts may be used for 1-

1/2-inch (38-mm) and smaller raceways serving branch circuits and communication systems

above suspended ceilings and for fastening raceways to trapeze supports.

3.2 SUPPORT INSTALLATION

A. Comply with NECA 1 and NECA 101 for installation requirements except as specified in this

Article.

B. Strength of Support Assemblies: Where not indicated, select sizes of components so strength

will be adequate to carry present and future static loads within specified loading limits.

Minimum static design load used for strength determination shall be weight of supported

components plus 200 lb (90 kg).

C. Mounting and Anchorage of Surface-Mounted Equipment and Components: Anchor and fasten

electrical items and their supports to building structural elements by the following methods

unless otherwise indicated by code:

1. To Wood: Fasten with lag screws or through bolts.

2. To New Concrete: Bolt to concrete inserts.

3. To Masonry: Approved toggle-type bolts on hollow masonry units and expansion anchor

fasteners on solid masonry units.

4. To Existing Concrete: Expansion anchor fasteners.

5. To Steel: Beam clamps (MSS Type 19, 21, 23, 25, or 27) complying with MSS SP-69.

6. To Light Steel: Sheet metal screws.

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CDB 816-010-039 HANGERS AND SUPPORTS 26 05 29 - 4

FOR ELECTRICAL SYSTEMS

7. Items Mounted on Hollow Walls and Nonstructural Building Surfaces: Mount cabinets,

panelboards, disconnect switches, control enclosures, pull and junction boxes,

transformers, and other devices on slotted-channel racks attached to substrate.

D. Drill holes for expansion anchors in concrete at locations and to depths that avoid reinforcing

bars.

3.3 PAINTING

A. Touchup: Comply with requirements in Section 09 91 23 Interior Painting for cleaning and

touchup painting of field welds, bolted connections, and abraded areas of shop paint on

miscellaneous metal.

B. Galvanized Surfaces: Clean welds, bolted connections, and abraded areas and apply

galvanizing-repair paint to comply with ASTM A 780.

END OF SECTION 26 05 29

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 RACEWAYS AND BOXES 26 05 33 - 1

DIVISION 26 – ELECTRICAL

SECTION 26 05 33 - RACEWAYS AND BOXES

PART 1 - GENERAL

1.1 WORK INCLUDES

A. Base Bid:

1. Electrical Contractor to Provide:

a. Raceways, fittings, boxes, enclosures, and cabinets for electrical wiring.

1.2 SUMMARY

A. This Section includes raceways, fittings, boxes, enclosures, and cabinets for electrical wiring.

1.3 DEFINITIONS

A. EMT: Electrical metallic tubing.

B. EPDM: Ethylene-propylene-diene terpolymer rubber.

C. FMC: Flexible metal conduit.

D. IMC: Intermediate metal conduit.

E. LFMC: Liquidtight flexible metal conduit.

1.4 SUBMITTALS

A. Product Data: For surface raceways, wireways and fittings, floor boxes, hinged-cover

enclosures, and cabinets.

B. Shop Drawings: For the following raceway components. Include plans, elevations, sections,

details, and attachments to other work.

1. Custom enclosures and cabinets.

2. For handholes and boxes for underground wiring, including the following:

a. Duct entry provisions, including locations and duct sizes.

b. Frame and cover design.

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CDB 816-010-039 RACEWAYS AND BOXES 26 05 33 - 2

c. Grounding details.

d. Dimensioned locations of cable rack inserts, and pulling-in and lifting irons.

e. Joint details.

C. Source quality-control test reports.

1.5 QUALITY ASSURANCE

A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in

International Building Code and National Electrical Code by a testing agency acceptable to

authorities having jurisdiction, and marked for intended use.

B. Comply with National Electrical Code (NEC).

PART 2 - PRODUCTS

2.1 METAL CONDUIT AND TUBING

A. Rigid Steel Conduit: ANSI C80.1.

B. IMC: ANSI C80.6.

C. EMT: ANSI C80.3.

D. FMC: Zinc-coated steel.

E. LFMC: Flexible steel conduit with PVC jacket.

F. Fittings for Conduit (Including all Types and Flexible and Liquidtight), EMT, and Cable:

NEMA FB 1; listed for type and size raceway with which used, and for application and

environment in which installed.

1. Conduit Fittings for Hazardous (Classified) Locations: Comply with UL 886.

2. Fittings for EMT: compression type with insulated throat.

G. Joint Compound for Rigid Steel Conduit or IMC: Listed for use in cable connector assemblies,

and compounded for use to lubricate and protect threaded raceway joints from corrosion and

enhance their conductivity.

2.2 METAL WIREWAYS

A. Manufacturers: Subject to compliance with requirements, provide products by one of the

following:

1. Cooper B-Line, Inc.

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ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 RACEWAYS AND BOXES 26 05 33 - 3

2. Hoffman.

3. Square D; Schneider Electric.

B. Description: Sheet metal sized and shaped as indicated, NEMA 250, Type 1, unless otherwise

indicated.

C. Fittings and Accessories: Include couplings, offsets, elbows, expansion joints, adapters, hold-

down straps, end caps, and other fittings to match and mate with wireways as required for

complete system.

D. Wireway Covers: Screw-cover type.

E. Finish: Manufacturer's standard enamel finish.

2.3 SURFACE RACEWAYS

A. Surface Metal Raceways: Galvanized steel with snap-on covers. Manufacturer's standard

enamel finish in color selected by Architect.

1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following:

a. Thomas & Betts Corporation.

b. Walker Systems, Inc.; Wiremold Company (The).

c. Wiremold Company (The); Electrical Sales Division.

2.4 BOXES, ENCLOSURES, AND CABINETS

A. Manufacturers: Subject to compliance with requirements, provide products by one of the

following:

1. Cooper Crouse-Hinds; Div. of Cooper Industries, Inc.

2. EGS/Appleton Electric.

3. Erickson Electrical Equipment Company.

4. Hoffman.

5. Hubbell Incorporated; Killark Electric Manufacturing Co. Division.

6. O-Z/Gedney; a unit of General Signal.

7. RACO; a Hubbell Company.

8. Thomas & Betts Corporation.

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 RACEWAYS AND BOXES 26 05 33 - 4

9. Walker Systems, Inc.; Wiremold Company (The).

B. Sheet Metal Outlet and Device Boxes: NEMA OS 1.

C. Cast-Metal Outlet and Device Boxes: NEMA FB 1, ferrous alloy, Type FD, with gasketed

cover.

D. Metal Floor Boxes: Cast or sheet metal, fully adjustable, rectangular.

E. Small Sheet Metal Pull and Junction Boxes: NEMA OS 1.

F. Cast-Metal Access, Pull, and Junction Boxes: NEMA FB 1, cast aluminum with gasketed

cover.

G. Hinged-Cover Enclosures: NEMA 250, Type 1, with continuous-hinge cover with flush latch,

unless otherwise indicated.

1. Metal Enclosures: Steel, finished inside and out with manufacturer's standard enamel.

H. Cabinets:

1. NEMA 250, Type 1, galvanized-steel box with removable interior panel and removable

front, finished inside and out with manufacturer's standard enamel.

2. Hinged door in front cover with flush latch and concealed hinge.

3. Key latch to match panelboards.

4. Metal barriers to separate wiring of different systems and voltage.

5. Accessory feet where required for freestanding equipment.

PART 3 - EXECUTION

3.1 RACEWAY APPLICATION

A. Comply with the following indoor applications, unless otherwise indicated:

1. Exposed, Not Subject to Physical Damage: EMT.

2. Exposed, Not Subject to Severe Physical Damage: EMT.

3. Exposed and Subject to Severe Physical Damage: Rigid steel conduit. Includes

raceways in the following locations:

a. Loading dock.

b. Corridors used for traffic of mechanized carts, forklifts, and pallet-handling units.

c. Mechanical rooms.

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CDB 816-010-039 RACEWAYS AND BOXES 26 05 33 - 5

4. Concealed in Ceilings and Interior Walls and Partitions: EMT.

5. Connection to Vibrating Equipment (Including Transformers and Hydraulic, Pneumatic,

Electric Solenoid, or Motor-Driven Equipment): FMC, except use LFMC in damp or wet

locations.

6. Damp or Wet Locations: Rigid steel conduit.

7. Within Concrete Slabs Above Grade: EMT with concrete-tight fittings.

8. Within or Below Slab on Grade: Rigid steel conduit.

9. Boxes and Enclosures: NEMA 250, Type 1, except use NEMA 250, Type 4, stainless

steel in damp or wet locations.

B. Minimum Raceway Size: 3/4-inch (21-mm) trade size.

C. Raceway Fittings: Compatible with raceways and suitable for use and location.

1. Rigid and Intermediate Steel Conduit: Use threaded rigid steel conduit fittings, unless

otherwise indicated.

3.2 INSTALLATION

A. Comply with NECA 1 for installation requirements applicable to products specified in Part 2

except where requirements on Drawings or in this Article are stricter.

B. Keep raceways at least 6 inches (150 mm) away from parallel runs of flues and steam or hot-

water pipes. Install horizontal raceway runs above water and steam piping.

C. Complete raceway installation before starting conductor installation.

D. Support raceways as specified in Division 26 Section "Hangers and Supports for Electrical

Systems."

E. Arrange stub-ups so curved portions of bends are not visible above the finished slab.

F. Install no more than the equivalent of three 90-degree bends in any conduit run except for

communications conduits, for which fewer bends are allowed.

G. Conceal conduit and EMT within finished walls, ceilings, and floors, unless otherwise

indicated.

H. Raceways Embedded in Slabs:

1. Run conduit larger than 1-inch (27-mm) trade size, parallel or at right angles to main

reinforcement. Where at right angles to reinforcement, place conduit close to slab

support.

2. Arrange raceways to cross building expansion joints at right angles with expansion

fittings.

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 RACEWAYS AND BOXES 26 05 33 - 6

I. Threaded Conduit Joints, Exposed to Wet, Damp, Corrosive, or Outdoor Conditions: Apply

listed compound to threads of raceway and fittings before making up joints. Follow compound

manufacturer's written instructions.

J. Raceway Terminations at Locations Subject to Moisture or Vibration: Use insulating bushings

to protect conductors, including conductors smaller than No. 4 AWG.

K. Install pull wires in empty raceways. Use polypropylene or monofilament plastic line with not

less than 200-lb (90-kg) tensile strength. Leave at least 12 inches (300 mm) of slack at each end

of pull wire.

L. Raceways for Communications Cable: Install raceways, as follows:

1. 3/4-Inch (19-mm) Trade Size and Smaller: Install raceways in maximum lengths of 50

feet (15 m).

2. 1-Inch (25-mm) Trade Size and Larger: Install raceways in maximum lengths of 75 feet

(23 m).

3. Install with a maximum of two 90-degree bends or equivalent for each length of raceway

unless Drawings show stricter requirements. Separate lengths with pull or junction boxes

or terminations at distribution frames or cabinets where necessary to comply with these

requirements.

M. Install raceway sealing fittings at suitable, approved, and accessible locations and fill them with

listed sealing compound. For concealed raceways, install each fitting in a flush steel box with a

blank cover plate having a finish similar to that of adjacent plates or surfaces. Install raceway

sealing fittings at the following points:

1. Where conduits pass from warm to cold locations, such as boundaries of refrigerated

spaces.

2. Where otherwise required by International Building Code and/or The National Electrical

Code.

N. Flexible Conduit Connections: Use maximum of 72 inches (1830 mm) of flexible conduit for

recessed and semirecessed lighting fixtures, equipment subject to vibration, noise transmission,

or movement; and for transformers and motors.

1. Use LFMC in damp or wet locations subject to severe physical damage.

2. Use LFMC in damp or wet locations not subject to severe physical damage.

O. Recessed Boxes in Masonry Walls: Saw-cut opening for box in center of cell of masonry block,

and install box flush with surface of wall.

P. Set metal floor boxes level and flush with finished floor surface.

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GOVERNORS STATE UNIVERSITY 04.12.13

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CDB 816-010-039 RACEWAYS AND BOXES 26 05 33 - 7

3.3 PROTECTION

A. Provide final protection and maintain conditions that ensure coatings, finishes, and cabinets are

without damage or deterioration at time of Substantial Completion.

1. Repair damage to galvanized finishes with zinc-rich paint recommended by

manufacturer.

2. Repair damage to PVC or paint finishes with matching touchup coating recommended by

manufacturer.

END OF SECTION 26 05 33

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 SLEEVES AND SLEEVE SEALS FOR

ELECTRICAL RACEWAYS AND CABLING

26 05 44 - 1

DIVISION 26 – ELECTRICAL

SECTION 26 05 44 - SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND

CABLING

PART 1 - GENERAL

1.1 WORK INCLUDES:

A. Base Bid:

1. Electrical Contractor to Provide:

a. Sleeves for raceway and cable penetration of non-fire-rated construction walls and

floors.

b. Sleeve-seal systems.

c. Sleeve-seal fittings.

d. Grout.

e. Silicone sealants

1.2 ACTION SUBMITTALS

A. Product Data: For each type of product.

PART 2 - PRODUCTS

2.1 SLEEVES

A. Wall Sleeves:

1. Steel Pipe Sleeves: ASTM A 53/A 53M, Type E, Grade B, Schedule 40, zinc coated,

plain ends.

2. Cast-Iron Pipe Sleeves: Cast or fabricated "wall pipe," equivalent to ductile-iron pressure

pipe, with plain ends and integral waterstop unless otherwise indicated.

B. Sleeves for Conduits Penetrating Non-Fire-Rated Gypsum Board Assemblies: Galvanized-steel

sheet; 0.0239-inch (0.6-mm) minimum thickness; round tube closed with welded longitudinal

joint, with tabs for screw-fastening the sleeve to the board.

C. PVC-Pipe Sleeves: ASTM D 1785, Schedule 40.

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CDB 816-010-039 SLEEVES AND SLEEVE SEALS FOR

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26 05 44 - 2

D. Molded-PVC Sleeves: With nailing flange for attaching to wooden forms.

E. Molded-PE or -PP Sleeves: Removable, tapered-cup shaped, and smooth outer surface with

nailing flange for attaching to wooden forms.

F. Sleeves for Rectangular Openings:

1. Material: Galvanized sheet steel.

2. Minimum Metal Thickness:

a. For sleeve cross-section rectangle perimeter less than 50 inches (1270 mm) and

with no side larger than 16 inches (400 mm), thickness shall be 0.052 inch (1.3

mm).

b. For sleeve cross-section rectangle perimeter 50 inches (1270 mm) or more and one

or more sides larger than 16 inches (400 mm), thickness shall be 0.138 inch (3.5

mm).

2.2 SLEEVE-SEAL SYSTEMS

A. Description: Modular sealing device, designed for field assembly, to fill annular space between

sleeve and raceway or cable.

1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following:

a. Advance Products & Systems, Inc.

b. CALPICO, Inc.

c. Metraflex Company (The).

d. Pipeline Seal and Insulator, Inc.

e. Proco Products, Inc.

f. HILTI

2. Sealing Elements: EPDM rubber interlocking links shaped to fit surface of pipe. Include

type and number required for pipe material and size of pipe.

3. Pressure Plates: Carbon steel.

4. Connecting Bolts and Nuts: Carbon steel, with corrosion-resistant coating, of length

required to secure pressure plates to sealing elements.

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CDB 816-010-039 SLEEVES AND SLEEVE SEALS FOR

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26 05 44 - 3

2.3 SLEEVE-SEAL FITTINGS

A. Description: Manufactured plastic, sleeve-type, waterstop assembly made for embedding in

concrete slab or wall. Unit shall have plastic or rubber waterstop collar with center opening to

match piping OD.

1. Manufacturers: Subject to compliance with requirements, available manufacturers

offering products that may be incorporated into the Work include, but are not limited to,

the following:

a. Presealed Systems.

b. CALPICO, Inc.

c. Metraflex Company (The)

2.4 GROUT

A. Description: Nonshrink; recommended for interior and exterior sealing openings in non-fire-

rated walls or floors.

B. Standard: ASTM C 1107/C 1107M, Grade B, post-hardening and volume-adjusting, dry,

hydraulic-cement grout.

C. Design Mix: 5000-psi (34.5-MPa), 28-day compressive strength.

D. Packaging: Premixed and factory packaged.

2.5 SILICONE SEALANTS

A. Silicone Sealants: Single-component, silicone-based, neutral-curing elastomeric sealants of

grade indicated below.

1. Grade: Pourable (self-leveling) formulation for openings in floors and other horizontal

surfaces that are not fire rated.

2. Coordinate VOC content level requirements with Architect.

3. Sealant shall comply with the testing and product requirements of the California

Department of Health Services' "Standard Practice for the Testing of Volatile Organic

Emissions from Various Sources Using Small-Scale Environmental Chambers."

B. Silicone Foams: Multicomponent, silicone-based liquid elastomers that, when mixed, expand

and cure in place to produce a flexible, nonshrinking foam.

PART 3 - EXECUTION

3.1 SLEEVE INSTALLATION FOR NON-FIRE-RATED ELECTRICAL PENETRATIONS

A. Comply with NECA 1.

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CDB 816-010-039 SLEEVES AND SLEEVE SEALS FOR

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26 05 44 - 4

B. Comply with NEMA VE 2 for cable tray and cable penetrations.

C. Sleeves for Conduits Penetrating Above-Grade Non-Fire-Rated Concrete and Masonry-Unit

Floors and Walls:

1. Interior Penetrations of Non-Fire-Rated Walls and Floors:

a. Seal annular space between sleeve and raceway or cable, using joint sealant

appropriate for size, depth, and location of joint. Comply with requirements in

Section 079200 "Joint Sealants."

b. Seal space outside of sleeves with mortar or grout. Pack sealing material solidly

between sleeve and wall so no voids remain. Tool exposed surfaces smooth;

protect material while curing.

2. Use pipe sleeves unless penetration arrangement requires rectangular sleeved opening.

3. Size pipe sleeves to provide 1/4-inch (6.4-mm) annular clear space between sleeve and

raceway or cable unless sleeve seal is to be installed or unless seismic criteria require

different clearance.

4. Install sleeves for wall penetrations unless core-drilled holes or formed openings are

used. Install sleeves during erection of walls. Cut sleeves to length for mounting flush

with both surfaces of walls. Deburr after cutting.

5. Install sleeves for floor penetrations. Extend sleeves installed in floors 2 inches (50 mm)

above finished floor level. Install sleeves during erection of floors.

D. Sleeves for Conduits Penetrating Non-Fire-Rated Gypsum Board Assemblies:

1. Use circular metal sleeves unless penetration arrangement requires rectangular sleeved

opening.

2. Seal space outside of sleeves with approved joint compound for gypsum board

assemblies.

3.2 SLEEVE-SEAL-SYSTEM INSTALLATION

A. Install sleeve-seal systems in sleeves in exterior concrete walls and slabs-on-grade at raceway

entries into building.

B. Install type and number of sealing elements recommended by manufacturer for raceway or

cable material and size. Position raceway or cable in center of sleeve. Assemble mechanical

sleeve seals and install in annular space between raceway or cable and sleeve. Tighten bolts

against pressure plates that cause sealing elements to expand and make watertight seal.

3.3 SLEEVE-SEAL-FITTING INSTALLATION

A. Install sleeve-seal fittings in new walls and slabs as they are constructed.

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CDB 816-010-039 SLEEVES AND SLEEVE SEALS FOR

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26 05 44 - 5

B. Assemble fitting components of length to be flush with both surfaces of concrete slabs and

walls. Position waterstop flange to be centered in concrete slab or wall.

C. Secure nailing flanges to concrete forms.

D. Using grout, seal the space around outside of sleeve-seal fittings.

END OF SECTION 26 05 44

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 ELECTRICAL IDENTIFICATION 26 05 53 - 1

DIVISION 26 – ELECTRICAL

SECTION 26 05 53 - ELECTRICAL IDENTIFICATION

PART 1 - GENERAL

1.1 WORK INCLUDES

A. Base Bid:

1. Electrical Contractor to Provide:

a. Identification for raceways.

b. Identification of power and control cables.

c. Identification for conductors.

d. Instruction signs.

e. Equipment identification labels.

f. Miscellaneous identification products.

1.2 SUBMITTALS

A. Product Data: For each electrical identification product indicated.

B. Identification Schedule: An index of nomenclature of electrical equipment and system

components used in identification signs and labels.

1.3 QUALITY ASSURANCE

A. Comply with ANSI A13.1.

B. Comply with International Building Code (IBC).

C. Comply with National Electrical Code (NEC).

D. Comply with 29 CFR 1910.144 and 29 CFR 1910.145.

E. Comply with ANSI Z535.4 for safety signs and labels.

F. Adhesive-attached labeling materials, including label stocks, laminating adhesives, and inks

used by label printers, shall comply with UL 969.

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GOVERNORS STATE UNIVERSITY 04.12.13

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CDB 816-010-039 ELECTRICAL IDENTIFICATION 26 05 53 - 2

1.4 COORDINATION

A. Coordinate identification names, abbreviations, colors, and other features with requirements in

other Sections requiring identification applications, Drawings, Shop Drawings, manufacturer's

wiring diagrams, and the Operation and Maintenance Manual; and with those required by codes,

standards, and 29 CFR 1910.145. Use consistent designations throughout Project.

B. Coordinate installation of identifying devices with completion of covering and painting of

surfaces where devices are to be applied.

C. Coordinate installation of identifying devices with location of access panels and doors.

D. Install identifying devices before installing acoustical ceilings and similar concealment.

PART 2 - PRODUCTS

2.1 POWER AND CONTROL CABLE IDENTIFICATION MATERIALS

A. Comply with ANSI A13.1 for minimum size of letters for legend and for minimum length of

color field for each raceway and cable size.

B. Self-Adhesive Vinyl Labels: Preprinted, flexible label laminated with a clear, weather- and

chemical-resistant coating and matching wraparound adhesive tape for securing ends of legend

label.

C. Write-On Tags: Polyester tag, 0.010 inch (0.25 mm) thick, with corrosion-resistant grommet

and cable tie for attachment to conductor or cable.

1. Marker for Tags: Permanent, waterproof, black ink marker recommended by tag

manufacturer.

2.2 CONDUCTOR IDENTIFICATION MATERIALS

A. Color-Coding Conductor Tape: Colored, self-adhesive vinyl tape not less than 3 mils (0.08

mm) thick by 1 to 2 inches (25 to 50 mm) wide.

B. Marker Tapes: Vinyl or vinyl-cloth, self-adhesive wraparound type, with circuit identification

legend machine printed by thermal transfer or equivalent process.

C. Write-On Tags: Polyester tag, 0.010 inch (0.25 mm) thick, with corrosion-resistant grommet

and cable tie for attachment to conductor or cable.

1. Marker for Tags: Permanent, waterproof, black ink marker recommended by tag

manufacturer.

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CDB 816-010-039 ELECTRICAL IDENTIFICATION 26 05 53 - 3

2.3 FLOOR MARKING TAPE

A. 2-inch- (50-mm-) wide, 5-mil (0.125-mm) pressure-sensitive vinyl tape, with black and white

stripes and clear vinyl overlay.

2.4 EQUIPMENT IDENTIFICATION LABELS

A. Engraved, Laminated Acrylic or Melamine Label: Punched or drilled for screw mounting.

White letters on a dark-gray background. Minimum letter height shall be 3/8 inch (10 mm).

2.5 CABLE TIES

A. General-Purpose Cable Ties: Fungus inert, self extinguishing, one piece, self locking, Type 6/6

nylon.

1. Minimum Width: 3/16 inch (5 mm).

2. Tensile Strength at 73 deg F (23 deg C), According to ASTM D 638: 12,000 psi (82.7

MPa).

3. Temperature Range: Minus 40 to plus 185 deg F (Minus 40 to plus 85 deg C).

4. Color: Black except where used for color-coding.

2.6 MISCELLANEOUS IDENTIFICATION PRODUCTS

A. Paint: Comply with requirements in Division 9 painting Sections for paint materials and

application requirements. Select paint system applicable for surface material and location

(exterior or interior).

B. Fasteners for Labels and Signs: Self-tapping, stainless-steel screws or stainless-steel machine

screws with nuts and flat and lock washers.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Verify identity of each item before installing identification products.

B. Location: Install identification materials and devices at locations for most convenient viewing

without interference with operation and maintenance of equipment.

C. Apply identification devices to surfaces that require finish after completing finish work.

D. Self-Adhesive Identification Products: Clean surfaces before application, using materials and

methods recommended by manufacturer of identification device.

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CDB 816-010-039 ELECTRICAL IDENTIFICATION 26 05 53 - 4

E. Attach signs and plastic labels that are not self-adhesive type with mechanical fasteners

appropriate to the location and substrate.

F. System Identification Color-Coding Bands for Raceways and Cables: Each color-coding band

shall completely encircle cable or conduit. Place adjacent bands of two-color markings in

contact, side by side. Locate bands at changes in direction, at penetrations of walls and floors,

at 50-foot (15-m) maximum intervals in straight runs, and at 25-foot (7.6-m) maximum intervals

in congested areas.

G. Cable Ties: For attaching tags. Use general-purpose type, except as listed below:

1. Outdoors: UV-stabilized nylon.

2. In Spaces Handling Environmental Air: Plenum rated.

H. Painted Identification: Comply with requirements in Division 9 painting Sections for surface

preparation and paint application.

3.2 IDENTIFICATION SCHEDULE

A. Accessible Raceways and Cables within Buildings: Identify the covers of each junction and

pull box of the following systems with self-adhesive vinyl labels with the wiring system legend

and system voltage. System legends shall be as follows:

1. Emergency Power.

B. Power-Circuit Conductor Identification, 600 V or Less: For conductors in vaults, pull and

junction boxes, manholes, and handholes, use color-coding conductor tape to identify the phase.

1. Color-Coding for Phase and Voltage Level Identification, 600 V or Less: Use colors

listed below for ungrounded service feeder and branch-circuit conductors.

a. Color shall be factory applied or field applied for sizes larger than No. 8 AWG, if

authorities having jurisdiction permit.

b. Colors for 208/120-V Circuits:

1) Phase A: Black.

2) Phase B: Red.

3) Phase C: Blue.

c. Field-Applied, Color-Coding Conductor Tape: Apply in half-lapped turns for a

minimum distance of 6 inches (150 mm) from terminal points and in boxes where

splices or taps are made. Apply last two turns of tape with no tension to prevent

possible unwinding. Locate bands to avoid obscuring factory cable markings.

C. Power-Circuit Conductor Identification, More than 600 V: For conductors in vaults, pull and

junction boxes, manholes, and handholes, use write-on tags.

D. Install instructional sign including the color-code for grounded and ungrounded conductors

using adhesive-film-type labels.

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CDB 816-010-039 ELECTRICAL IDENTIFICATION 26 05 53 - 5

E. Conductors to Be Extended in the Future: Attach marker tape to conductors and list source.

F. Auxiliary Electrical Systems Conductor Identification: Identify field-installed alarm, control,

and signal connections.

1. Identify conductors, cables, and terminals in enclosures and at junctions, terminals, and

pull points. Identify by system and circuit designation.

2. Use system of marker tape designations that is uniform and consistent with system used

by manufacturer for factory-installed connections.

3. Coordinate identification with Project Drawings, manufacturer's wiring diagrams, and the

Operation and Maintenance Manual.

G. Workspace Indication: Install floor marking tape to show working clearances in the direction of

access to live parts. Workspace shall be as required by IBC, NEC, and 29 CFR 1926.403 unless

otherwise indicated. Do not install at flush-mounted panelboards and similar equipment in

finished spaces.

H. Warning Labels for Indoor Cabinets, Boxes, and Enclosures for Power and Lighting: Baked-

enamel warning signs.

1. Comply with 29 CFR 1910.145.

2. Identify system voltage with black letters on an orange background.

3. Apply to exterior of door, cover, or other access.

4. For equipment with multiple power or control sources, apply to door or cover of

equipment including, but not limited to, the following:

a. Power transfer switches.

b. Controls with external control power connections.

I. Operating Instruction Signs: Install instruction signs to facilitate proper operation and

maintenance of electrical systems and items to which they connect. Install instruction signs

with approved legend where instructions are needed for system or equipment operation.

J. Emergency Operating Instruction Signs: Install instruction signs with white legend on a red

background with minimum 3/8-inch- (10-mm-) high letters for emergency instructions at

equipment used for power transfer .

K. Equipment Identification Labels: On each unit of equipment, install unique designation label

that is consistent with wiring diagrams, schedules, and the Operation and Maintenance Manual.

Apply labels to disconnect switches and protection equipment, central or master units, control

panels, control stations, terminal cabinets, and racks of each system. Systems include power,

lighting, control, communication, signal, monitoring, and alarm systems unless equipment is

provided with its own identification.

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 ELECTRICAL IDENTIFICATION 26 05 53 - 6

1. Labeling Instructions:

a. Indoor Equipment: Engraved, laminated acrylic or melamine label. Unless

otherwise indicated, provide a single line of text with 1/2-inch- (13-mm-) high

letters on 1-1/2-inch- (38-mm-) high label; where two lines of text are required, use

labels 2 inches (50 mm) high.

b. Elevated Components: Increase sizes of labels and letters to those appropriate for

viewing from the floor.

c. Unless provided with self-adhesive means of attachment, fasten labels with

appropriate mechanical fasteners that do not change the NEMA or NRTL rating of

the enclosure.

2. Equipment to Be Labeled:

a. Panelboards: Typewritten directory of circuits in the location provided by

panelboard manufacturer. Panelboard identification shall be engraved, laminated

acrylic or melamine label.

b. Enclosures and electrical cabinets.

c. Emergency system boxes and enclosures.

d. Enclosed switches.

e. Enclosed circuit breakers.

f. Enclosed controllers.

g. Contactors.

END OF SECTION 26 05 53

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 PANELBOARDS 26 24 16 - 1

DIVISION 26 – ELECTRICAL

SECTION 26 24 16 - PANELBOARDS

PART 1 - GENERAL

1.1 WORK INCLUDES

A. Base Bid:

1. Electrical Contractor to Provide:

a. Lighting and appliance branch-circuit panelboards.

1.2 SUBMITTALS

A. Product Data: For each type of panelboard, switching and overcurrent protective device,

transient voltage suppression device, accessory, and component indicated. Include dimensions

and manufacturers' technical data on features, performance, electrical characteristics, ratings,

and finishes.

B. Shop Drawings: For each panelboard and related equipment.

1. Include dimensioned plans, elevations, sections, and details. Show tabulations of

installed devices, equipment features, and ratings.

2. Detail enclosure types and details for types other than NEMA 250, Type 1.

3. Detail bus configuration, current, and voltage ratings.

4. Short-circuit current rating of panelboards and overcurrent protective devices.

5. Detail features, characteristics, ratings, and factory settings of individual overcurrent

protective devices and auxiliary components.

6. Include wiring diagrams for power, signal, and control wiring.

7. Include time-current coordination curves for each type and rating of overcurrent

protective device included in panelboards. Submit on translucent log-log graft paper;

include selectable ranges for each type of overcurrent protective device.

C. Field Quality-Control Reports:

1. Test procedures used.

2. Test results that comply with requirements.

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ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 PANELBOARDS 26 24 16 - 2

3. Results of failed tests and corrective action taken to achieve test results that comply with

requirements.

D. Panelboard Schedules: For installation in panelboards.

E. Operation and Maintenance Data: For panelboards and components to include in emergency,

operation, and maintenance manuals. In addition to items specified in Division 1 Section

"Operation and Maintenance Data," include the following:

1. Manufacturer's written instructions for testing and adjusting overcurrent protective

devices.

2. Time-current curves, including selectable ranges for each type of overcurrent protective

device that allows adjustments.

1.3 QUALITY ASSURANCE

A. Source Limitations: Obtain panelboards, overcurrent protective devices, components, and

accessories from single source from single manufacturer.

B. Product Selection for Restricted Space: Drawings indicate maximum dimensions for

panelboards including clearances between panelboards and adjacent surfaces and other items.

Comply with indicated maximum dimensions.

C. Electrical Components, Devices, and Accessories: Listed and labeled as defined in Chicago

Building Code, by a qualified testing agency, and marked for intended location and application.

D. Comply with NEMA PB 1.

E. Comply with International Building Code (IBC).

F. Comply with National Electrical Code (NEC).

1.4 DELIVERY, STORAGE, AND HANDLING

A. Remove loose packing and flammable materials from inside panelboards; install temporary

electric heating (250 W per panelboard) to prevent condensation.

B. Handle and prepare panelboards for installation according to NEMA PB 1.

1.5 PROJECT CONDITIONS

A. Environmental Limitations:

1. Do not deliver or install panelboards until spaces are enclosed and weathertight, wet work

in spaces is complete and dry, work above panelboards is complete, and temporary

HVAC system is operating and maintaining ambient temperature and humidity conditions

at occupancy levels during the remainder of the construction period.

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ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 PANELBOARDS 26 24 16 - 3

2. Rate equipment for continuous operation under the following conditions unless otherwise

indicated:

a. Ambient Temperature: Not exceeding 23 deg F (minus 5 deg C) to plus 104 deg F

(plus 40 deg C).

b. Altitude: Not exceeding 6600 feet (2000 m).

B. Service Conditions: NEMA PB 1, usual service conditions, as follows:

1. Ambient temperatures within limits specified.

2. Altitude not exceeding 6600 feet (2000 m).

C. Interruption of Existing Electric Service: Do not interrupt electric service to facilities occupied

by Owner or others unless permitted under the following conditions and then only after

arranging to provide temporary electric service according to requirements indicated:

1. Notify Owner no fewer than -two- days in advance of proposed interruption of electric

service.

2. Do not proceed with interruption of electric service without Owner's written permission.

3. Comply with NFPA 70E.

1.6 COORDINATION

A. Coordinate layout and installation of panelboards and components with other construction that

penetrates walls or is supported by them, including electrical and other types of equipment,

raceways, piping, encumbrances to workspace clearance requirements, and adjacent surfaces.

Maintain required workspace clearances and required clearances for equipment access doors

and panels.

1.7 WARRANTY

A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or

replace transient voltage suppression devices that fail in materials or workmanship within

specified warranty period.

1. Warranty Period: Five years from date of Substantial Completion.

1.8 EXTRA MATERIALS

A. Furnish extra materials that match products installed and that are packaged with protective

covering for storage and identified with labels describing contents.

1. Keys: Two spares for each type of panelboard cabinet lock.

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 PANELBOARDS 26 24 16 - 4

PART 2 - PRODUCTS

2.1 GENERAL REQUIREMENTS FOR PANELBOARDS

A. Enclosures: Flush- and surface-mounted cabinets.

1. Rated for environmental conditions at installed location.

a. Indoor Dry and Clean Locations: NEMA 250, Type 1.

2. Front: Secured to box with concealed trim clamps. For surface-mounted fronts, match

box dimensions; for flush-mounted fronts, overlap box.

3. Finishes:

a. Panels and Trim: Steel and galvanized steel, factory finished immediately after

cleaning and pretreating with manufacturer's standard two-coat, baked-on finish

consisting of prime coat and thermosetting topcoat.

b. Back Boxes: Same finish as panels and trim.

4. Directory Card: Inside panelboard door, mounted in transparent card holder.

B. Incoming Mains Location: Top and bottom.

C. Phase, Neutral, and Ground Buses:

1. Material: Hard-drawn copper, 98 percent conductivity.

2. Equipment Ground Bus: Adequate for feeder and branch-circuit equipment grounding

conductors; bonded to box.

D. Conductor Connectors: Suitable for use with conductor material and sizes.

1. Material: Hard-drawn copper, 98 percent conductivity.

2. Main and Neutral Lugs: Mechanical type.

3. Ground Lugs and Bus-Configured Terminators: Mechanical type.

E. Adjustments for Oversized Conductors: Provide suitable means to terminate conductor sizes

and quantities for supply and load feeders indicated on the drawings, including but not limited

to larger lugs, buses, or overcurrent protective device frame sizes.

F. Future Devices: Mounting brackets, bus connections, filler plates, and necessary appurtenances

required for future installation of devices.

G. Panelboard Short-Circuit Current Rating: Fully rated to interrupt symmetrical short-circuit

current available at terminals.

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ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 PANELBOARDS 26 24 16 - 5

2.2 LIGHTING AND APPLIANCE BRANCH-CIRCUIT PANELBOARDS

A. Manufacturers: Subject to compliance with requirements, provide products by one of the

following:

1. Eaton Electrical Inc.; Cutler-Hammer Business Unit.

2. General Electric Company; GE Consumer & Industrial - Electrical Distribution.

3. Siemens Energy & Automation, Inc.

4. Square D; a brand of Schneider Electric.

B. Panelboards: NEMA PB 1, lighting and appliance branch-circuit type.

C. Branch Overcurrent Protective Devices: Bolt-on circuit breakers, replaceable without

disturbing adjacent units.

D. Doors: Concealed hinges; secured with flush latch with tumbler lock; keyed alike.

2.3 DISCONNECTING AND OVERCURRENT PROTECTIVE DEVICES

A. Manufacturers: Subject to compliance with requirements, provide products by one of the

following:

1. Eaton Electrical Inc.; Cutler-Hammer Business Unit.

2. General Electric Company; GE Consumer & Industrial - Electrical Distribution.

3. Siemens Energy & Automation, Inc.

4. Square D; a brand of Schneider Electric.

B. Molded-Case Circuit Breaker (MCCB): Comply with UL 489, with interrupting capacity to

meet available fault currents.

1. Thermal-Magnetic Circuit Breakers: Inverse time-current element for low-level

overloads, and instantaneous magnetic trip element for short circuits. Adjustable

magnetic trip setting for circuit-breaker frame sizes 250 A and larger.

2. Molded-Case Circuit-Breaker (MCCB) Features and Accessories:

a. Standard frame sizes, trip ratings, and number of poles.

b. Lugs: Mechanical style, suitable for number, size, trip ratings, and conductor

materials.

c. Application Listing: Appropriate for application; Type SWD for switching

fluorescent lighting loads; Type HID for feeding fluorescent and high-intensity

discharge (HID) lighting circuits.

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 PANELBOARDS 26 24 16 - 6

PART 3 - EXECUTION

3.1 EXAMINATION

A. Receive, inspect, handle, and store panelboards according to NEMA PB 1.1.

B. Examine panelboards before installation. Reject panelboards that are damaged or rusted or have

been subjected to water saturation.

C. Examine elements and surfaces to receive panelboards for compliance with installation

tolerances and other conditions affecting performance of the Work.

D. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 INSTALLATION

A. Install panelboards and accessories according to NEMA PB 1.1.

B. Temporary Lifting Provisions: Remove temporary lifting eyes, channels, and brackets and

temporary blocking of moving parts from panelboards.

C. Mount top of trim 90 inches (2286 mm) above finished floor unless otherwise indicated.

D. Mount panelboard cabinet plumb and rigid without distortion of box. Mount recessed

panelboards with fronts uniformly flush with wall finish and mating with back box.

E. Install overcurrent protective devices and controllers not already factory installed.

F. Install filler plates in unused spaces.

G. Arrange conductors in gutters into groups and bundle and wrap with wire ties after completing

load balancing.

H. Comply with NECA 1.

3.3 IDENTIFICATION

A. Identify field-installed conductors, interconnecting wiring, and components; provide warning

signs complying with Division 26 Section "Electrical Identification."

B. Create a directory to indicate installed circuit loads; incorporate Owner's final room

designations. Obtain approval before installing. Use a computer or typewriter to create

directory; handwritten directories are not acceptable.

C. Panelboard Nameplates: Label each panelboard with a nameplate complying with requirements

for identification specified in Division 26 Section "Electrical Identification."

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GOVERNORS STATE UNIVERSITY 04.12.13

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CDB 816-010-039 PANELBOARDS 26 24 16 - 7

D. Device Nameplates: Label each branch circuit device in distribution panelboards with a

nameplate complying with requirements for identification specified in Division 26 Section

"Electrical Identification."

3.4 FIELD QUALITY CONTROL

A. Perform tests and inspections.

1. Manufacturer's Field Service: Engage a factory-authorized service representative to

inspect components, assemblies, and equipment installations, including connections, and

to assist in testing.

B. Acceptance Testing Preparation:

1. Test insulation resistance for each panelboard bus, component, connecting supply, feeder,

and control circuit.

2. Test continuity of each circuit.

C. Tests and Inspections:

1. Perform each visual and mechanical inspection and electrical test stated in NETA

Acceptance Testing Specification. Certify compliance with test parameters.

2. Correct malfunctioning units on-site, where possible, and retest to demonstrate

compliance; otherwise, replace with new units and retest.

D. Panelboards will be considered defective if they do not pass tests and inspections.

E. Prepare test and inspection reports, including a certified report that identifies panelboards

included and that describes scanning results. Include notation of deficiencies detected, remedial

action taken, and observations after remedial action.

3.5 ADJUSTING

A. Adjust moving parts and operable component to function smoothly, and lubricate as

recommended by manufacturer.

3.6 PROTECTION

A. Temporary Heating: Apply temporary heat to maintain temperature according to manufacturer's

written instructions.

END OF SECTION 26 24 16

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 WIRING DEVICES 26 27 26 - 1

DIVISION 26 – ELECTRICAL

SECTION 26 27 26 - WIRING DEVICES

PART 1 - GENERAL

1.1 WORK INCLUDES

A. Base Bid:

1. Electrical Contractor to Provide:

a. Receptacles, receptacles with integral GFCI, and associated device plates.

b. Wall-box motion sensors.

c. Snap switches and wall-box dimmers.

d. Wall-switch occupancy sensors.

e. Floor service outlets, poke-through assemblies and multioutlet assemblies.

1.2 DEFINITIONS

A. GFCI: Ground-fault circuit interrupter.

B. Pigtail: Short lead used to connect a device to a branch-circuit conductor.

1.3 SUBMITTALS

A. Product Data: For each type of product indicated.

B. Shop Drawings: List of legends and description of materials and process used for premarking

wall plates.

C. Field quality-control test reports.

D. Operation and Maintenance Data: For wiring devices to include in all manufacturers' packing

label warnings and instruction manuals that include labeling conditions.

1.4 QUALITY ASSURANCE

A. Source Limitations: Obtain each type of wiring device and associated wall plate through one

source from a single manufacturer. Insofar as they are available, obtain all wiring devices and

associated wall plates from a single manufacturer and one source.

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 WIRING DEVICES 26 27 26 - 2

B. Electrical Components, Devices, and Accessories: Listed and labeled as defined in City of

Chicago Building Code, Article 18-27-100, by a testing agency acceptable to authorities having

jurisdiction, and marked for intended use.

C. Comply with International Building Code (IBC).

D. Comply with National Electrical Code (NEC).

1.5 COORDINATION

A. Receptacles for Owner-Furnished Equipment: Match plug configurations.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Subject to compliance with requirements, provide products by one of the following:

1. Cooper Wiring Devices; a division of Cooper Industries, Inc. (Cooper).

2. Hubbell Incorporated; Wiring Device-Kellems (Hubbell).

3. Leviton Mfg. Company Inc. (Leviton).

4. Pass & Seymour/Legrand; Wiring Devices & Accessories (Pass & Seymour).

2.2 STRAIGHT BLADE RECEPTACLES

A. Convenience Receptacles, 125 V, 20 A: Comply with NEMA WD 1, NEMA WD 6

configuration 5-20R, and UL 498.

1. Back and side wired.

2. Specification grade, heavy-duty type.

3. High impact, chemical resistant, smooth nylon face.

2.3 GFCI RECEPTACLES

A. General Description: Straight blade, feed-through type. Comply with NEMA WD 1,

NEMA WD 6, UL 498, and UL 943, Class A, and include indicator light that is lighted when

device is tripped.

B. Duplex GFCI Convenience Receptacles, 125 V, 20 A:

1. Back and side wired.

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GOVERNORS STATE UNIVERSITY 04.12.13

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CDB 816-010-039 WIRING DEVICES 26 27 26 - 3

2. Specification grade, heavy-duty type.

3. High impact, chemical resistant smooth nylon face.

2.4 SNAP SWITCHES

A. General Description: Comply with NEMA WD 1 and UL 20.

1. Back and side wired, terminals to accept up to #10AWG wire.

2. Specification grade, heavy-duty type.

3. Ground screw terminal.

B. Switches, 120/277 V, 20 A

C. Pilot Light Switches, 20 A

1. Description: Single pole, with neon-lighted handle, illuminated when switch is "ON."

D. Key-Operated Switches, 120/277 V, 20 A

1. Description: Single pole, with factory-supplied key in lieu of switch handle.

E. Single-Pole, Double-Throw, Momentary Contact, Center-Off Switches, 120/277 V, 20 A; for

use with mechanically held lighting contactors.

F. Key-Operated, Single-Pole, Double-Throw, Momentary Contact, Center-Off Switches,

120/277 V, 20 A; for use with mechanically held lighting contactors, with factory-supplied key

in lieu of switch handle.

2.5 OCCUPANCY SENSORS

A. Wall-Switch Sensors:

1. Products: Subject to compliance with requirements, provide from one of the following:

a. Lutron

b. General Electric (GE)

c. Hubbell Building Automation

2. Description: Adaptive-technology type, 120/277 V, adjustable time delay up to 20

minutes, 180-degree field of view, with a minimum coverage area of 900 sq. ft. (84 sq.

m).

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 WIRING DEVICES 26 27 26 - 4

2.6 WALL PLATES

A. Single and combination types to match corresponding wiring devices.

1. Plate-Securing Screws: Metal with head color to match plate finish.

2. Material for Finished Spaces: Smooth, high-impact thermoplastic.

3. Material for Unfinished Spaces: Galvanized steel.

4. Material for Damp Locations: Cast aluminum with spring-loaded lift cover, and listed

and labeled for use in "wet locations."

2.7 FLOOR SERVICE FITTINGS

A. Type: Modular, flush-type, dual-service units suitable for wiring method used.

B. Compartments: Barrier separates power from voice and data communication cabling.

C. Service Plate: Rectangular, die-cast aluminum with satin finish.

D. Power Receptacle: NEMA WD 6 configuration 5-20R, unless otherwise indicated.

E. Voice and Data Communication Outlet: as indicated on Drawings.

F. Manufacturers: Subject to compliance with requirements, provide products by one of the

following:

1. Hubbell Incorporated; Wiring Device-Kellems.

2. Pass & Seymour/Legrand; Wiring Devices & Accessories.

3. Square D/ Schneider Electric.

4. Thomas & Betts Corporation.

5. Wiremold Company (The).

2.8 MULTIOUTLET ASSEMBLIES

A. Manufacturers: Subject to compliance with requirements, provide products by one of the

following:

1. Hubbell Incorporated; Wiring Device-Kellems.

2. Wiremold Company (The).

3. Pass & Seymour.

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GOVERNORS STATE UNIVERSITY 04.12.13

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CDB 816-010-039 WIRING DEVICES 26 27 26 - 5

B. Components of Assemblies: Products from a single manufacturer designed for use as a

complete, matching assembly of raceways and receptacles.

C. Raceway Material: Metal, with manufacturer's standard finish.

D. Wire: No. 12 AWG.

2.9 FINISHES

A. Color

1. Wiring Devices Connected to Normal Power System: As selected by Architect, unless

otherwise indicated or required by CCBC or device listing.

2. Wiring Devices Connected to Emergency Power System: Red.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Comply with NECA 1, including the mounting heights listed in that standard, unless otherwise

noted.

B. Coordination with Other Trades:

1. Take steps to insure that devices and their boxes are protected. Do not place wall finish

materials over device boxes and do not cut holes for boxes with routers that are guided by

riding against outside of the boxes.

2. Keep outlet boxes free of plaster, drywall joint compound, mortar, cement, concrete, dust,

paint, and other material that may contaminate the raceway system, conductors, and

cables.

3. Install device boxes in brick or block walls so that the cover plate does not cross a joint

unless the joint is troweled flush with the face of the wall.

4. Install wiring devices after all wall preparation, including painting, is complete.

C. Conductors:

1. Do not strip insulation from conductors until just before they are spliced or terminated on

devices.

2. Strip insulation evenly around the conductor using tools designed for the purpose. Avoid

scoring or nicking of solid wire or cutting strands from stranded wire.

3. The length of free conductors at outlets for devices shall meet provisions of CCBC,

without pigtails.

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4. Existing Conductors:

a. Cut back and pigtail, or replace all damaged conductors.

b. Straighten conductors that remain and remove corrosion and foreign matter.

c. Pigtailing existing conductors is permitted provided the outlet box is large enough.

D. Device Installation:

1. Replace all devices that have been in temporary use during construction or that show

signs that they were installed before building finishing operations were complete.

2. Keep each wiring device in its package or otherwise protected until it is time to connect

conductors.

3. Do not remove surface protection, such as plastic film and smudge covers, until the last

possible moment.

4. Connect devices to branch circuits using pigtails that are not less than 6 inches (152 mm)

in length.

5. When there is a choice, use side wiring with binding-head screw terminals. Wrap solid

conductor tightly clockwise, 2/3 to 3/4 of the way around terminal screw.

6. Use a torque screwdriver when a torque is recommended or required by the manufacturer.

7. When conductors larger than No. 12 AWG are installed on 15- or 20-A circuits, splice

No. 12 AWG pigtails for device connections.

8. Tighten unused terminal screws on the device.

9. When mounting into metal boxes, remove the fiber or plastic washers used to hold device

mounting screws in yokes, allowing metal-to-metal contact.

E. Device Plates: Do not use oversized or extra-deep plates. Repair wall finishes and remount

outlet boxes when standard device plates do not fit flush or do not cover rough wall opening.

F. Arrangement of Devices: Unless otherwise indicated, mount flush, with long dimension

vertical and with grounding terminal of receptacles on top. Group adjacent switches under

single, multigang wall plates.

G. Adjust locations of floor service outlets and service poles to suit arrangement of partitions and

furnishings.

3.2 IDENTIFICATION

A. Comply with Section 26 05 53 "Electrical Identification."

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 WIRING DEVICES 26 27 26 - 7

1. Receptacles: Identify panelboard and circuit number from which served. Use hot,

stamped or engraved machine printing with white-filled lettering on face of plate, and

durable wire markers or tags inside outlet boxes.

3.3 FIELD QUALITY CONTROL

A. Perform tests and inspections and prepare test reports.

1. Test Instruments: Use instruments that comply with UL 1436.

2. Test Instrument for Convenience Receptacles: Digital wiring analyzer with digital

readout or illuminated LED indicators of measurement.

B. Tests for Convenience Receptacles:

1. Line Voltage: Acceptable range is 105 to 132 V.

2. Percent Voltage Drop under 15-A Load: A value of 6 percent or higher is not acceptable.

3. Ground Impedance: Values of up to 2 ohms are acceptable.

4. GFCI Trip: Test for tripping values specified in UL 1436 and UL 943.

5. Using the test plug, verify that the device and its outlet box are securely mounted.

6. The tests shall be diagnostic, indicating damaged conductors, high resistance at the circuit

breaker, poor connections, inadequate fault current path, defective devices, or similar

problems. Correct circuit conditions, remove malfunctioning units and replace with new

ones, and retest as specified above.

END OF SECTION 26 27 26

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 ENCLOSED SWITCHES AND CIRCUIT BREAKERS 26 28 16 - 1

DIVISION 26 – ELECTRICAL

SECTION 26 28 16 - ENCLOSED SWITCHES AND CIRCUIT BREAKERS

PART 1 - GENERAL

1.1 WORK INCLUDES

A. Base Bid:

1. Electrical Contractor to Provide:

a. Fusible switches.

b. Nonfusible switches.

c. Molded-case circuit breakers (MCCBs).

d. Molded-case switches.

e. Enclosures.

1.2 DEFINITIONS

A. NC: Normally closed.

B. NO: Normally open.

C. SPDT: Single pole, double throw.

1.3 SUBMITTALS

A. Product Data: For each type of enclosed switch, circuit breaker, accessory, and component

indicated. Include dimensioned elevations, sections, weights, and manufacturers' technical data

on features, performance, electrical characteristics, ratings, accessories, and finishes.

1. Enclosure types and details for types other than NEMA 250, Type 1.

2. Current and voltage ratings.

3. Short-circuit current ratings (interrupting and withstand, as appropriate).

4. Detail features, characteristics, ratings, and factory settings of individual overcurrent

protective devices, accessories, and auxiliary components.

B. Shop Drawings: For enclosed switches and circuit breakers. Include plans, elevations, sections,

details, and attachments to other work.

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 ENCLOSED SWITCHES AND CIRCUIT BREAKERS 26 28 16 - 2

1. Wiring Diagrams: For power, signal, and control wiring.

C. Field quality-control reports.

1. Test procedures used.

2. Test results that comply with requirements.

3. Results of failed tests and corrective action taken to achieve test results that comply with

requirements.

D. Operation and Maintenance Data: For enclosed switches and circuit breakers to include in

emergency, operation, and maintenance manuals. In addition to items specified in Division 1

Section "Operation and Maintenance Data," include the following:

1. Manufacturer's written instructions for testing and adjusting enclosed switches and circuit

breakers.

1.4 QUALITY ASSURANCE

A. Source Limitations: Obtain enclosed switches and circuit breakers, overcurrent protective

devices, components, and accessories, within same product category, from single source from

single manufacturer.

B. Electrical Components, Devices, and Accessories: Listed and labeled as defined in Chicago

Building Code, Article 18-27-100, by a qualified testing agency, and marked for intended

location and application.

C. Comply with International Building Code (IBCO and the National Electrical Code (NEC).

1.5 PROJECT CONDITIONS

A. Environmental Limitations: Rate equipment for continuous operation under the following

conditions unless otherwise indicated:

1. Ambient Temperature: Not less than minus 22 deg F (minus 30 deg C) and not

exceeding 104 deg F (40 deg C).

2. Altitude: Not exceeding 6600 feet (2010 m).

B. Interruption of Existing Electric Service: Do not interrupt electric service to facilities occupied

by Owner or others unless permitted under the following conditions and then only after

arranging to provide temporary electric service according to requirements indicated:

1. Notify Owner no fewer than seven days in advance of proposed interruption of electric

service.

2. Indicate method of providing temporary electric service.

3. Do not proceed with interruption of electric service without Owner's written permission.

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 ENCLOSED SWITCHES AND CIRCUIT BREAKERS 26 28 16 - 3

4. Comply with NFPA 70E.

1.6 COORDINATION

A. Coordinate layout and installation of switches, circuit breakers, and components with equipment

served and adjacent surfaces. Maintain required workspace clearances and required clearances

for equipment access doors and panels.

PART 2 - PRODUCTS

2.1 FUSIBLE SWITCHES

A. Manufacturers: Subject to compliance with requirements, provide products by one of the

following:

1. Eaton Electrical Inc.; Cutler-Hammer Business Unit.

2. General Electric Company; GE Consumer & Industrial - Electrical Distribution.

3. Siemens Energy & Automation, Inc.

4. Square D; a brand of Schneider Electric.

B. Type HD, Heavy Duty, Single Throw, 240 or 600-V ac, 1200 A and Smaller: UL 98 and

NEMA KS 1, horsepower rated, with clips or bolt pads to accommodate specified fuses,

lockable handle with capability to accept three padlocks, and interlocked with cover in closed

position.

C. Accessories:

1. Equipment Ground Kit: Internally mounted and labeled for copper and aluminum ground

conductors.

2. Neutral Kit: Internally mounted; insulated, capable of being grounded and bonded;

labeled for copper and aluminum neutral conductors.

3. Class R Fuse Kit: Provides rejection of other fuse types when Class R fuses are

specified.

4. Lugs: Mechanical type, suitable for number, size, and conductor material.

5. Service-Rated Switches: Labeled for use as service equipment.

2.2 NONFUSIBLE SWITCHES

A. Manufacturers: Subject to compliance with requirements, provide products by one of the

following:

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 ENCLOSED SWITCHES AND CIRCUIT BREAKERS 26 28 16 - 4

1. Eaton Electrical Inc.; Cutler-Hammer Business Unit.

2. General Electric Company; GE Consumer & Industrial - Electrical Distribution.

3. Siemens Energy & Automation, Inc.

4. Square D; a brand of Schneider Electric.

B. Type HD, Heavy Duty, Single Throw, 240 or 600-V ac, 1200 A and Smaller: UL 98 and

NEMA KS 1, horsepower rated, lockable handle with capability to accept three padlocks, and

interlocked with cover in closed position.

C. Accessories:

1. Equipment Ground Kit: Internally mounted and labeled for copper and aluminum ground

conductors.

2. Neutral Kit: Internally mounted; insulated, capable of being grounded and bonded;

labeled for copper and aluminum neutral conductors.

3. Lugs: Mechanical type, suitable for number, size, and conductor material.

2.3 MOLDED-CASE CIRCUIT BREAKERS

A. Manufacturers: Subject to compliance with requirements, provide products by one of the

following:

1. Eaton Electrical Inc.; Cutler-Hammer Business Unit.

2. General Electric Company; GE Consumer & Industrial - Electrical Distribution.

3. Siemens Energy & Automation, Inc.

4. Square D; a brand of Schneider Electric.

B. General Requirements: Comply with UL 489, NEMA AB 1, and NEMA AB 3, with

interrupting capacity to comply with available fault currents.

C. Features and Accessories:

1. Standard frame sizes, trip ratings, and number of poles.

2. Lugs: Mechanical type, suitable for number, size, trip ratings, and conductor material.

3. Application Listing: Appropriate for application; Type SWD for switching fluorescent

lighting loads; Type HID for feeding fluorescent and high-intensity discharge lighting

circuits.

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 ENCLOSED SWITCHES AND CIRCUIT BREAKERS 26 28 16 - 5

2.4 MOLDED-CASE SWITCHES

A. Manufacturers: Subject to compliance with requirements, provide products by one of the

following:

1. Eaton Electrical Inc.; Cutler-Hammer Business Unit.

2. General Electric Company; GE Consumer & Industrial - Electrical Distribution.

3. Siemens Energy & Automation, Inc.

4. Square D; a brand of Schneider Electric.

B. General Requirements: MCCB with fixed, high-set instantaneous trip only, and short-circuit

withstand rating equal to equivalent breaker frame size interrupting rating.

C. Features and Accessories:

1. Standard frame sizes and number of poles.

2. Lugs: Mechanical type, suitable for number, size, trip ratings, and conductor material.

2.5 ENCLOSURES

A. Enclosed Switches and Circuit Breakers: NEMA AB 1, NEMA KS 1, NEMA 250, and UL 50,

to comply with environmental conditions at installed location.

1. Indoor, Dry and Clean Locations: NEMA 250, Type 1.

2. Wet or Damp, Indoor Locations: NEMA 250, Type 4.

3. Indoor Locations Subject to Dust, Falling Dirt, and Dripping Noncorrosive Liquids:

NEMA 250, Type 12.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine elements and surfaces to receive enclosed switches and circuit breakers for compliance

with installation tolerances and other conditions affecting performance of the Work.

B. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 INSTALLATION

A. Install individual wall-mounted switches and circuit breakers with tops at uniform height unless

otherwise indicated.

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CDB 816-010-039 ENCLOSED SWITCHES AND CIRCUIT BREAKERS 26 28 16 - 6

B. Temporary Lifting Provisions: Remove temporary lifting eyes, channels, and brackets and

temporary blocking of moving parts from enclosures and components.

C. Install fuses in fusible devices.

D. Comply with NECA 1.

3.3 IDENTIFICATION

A. Comply with requirements in Section 26 05 53 "Electrical Identification."

1. Identify field-installed conductors, interconnecting wiring, and components; provide

warning signs.

2. Label each enclosure with engraved metal or laminated-plastic nameplate.

3.4 FIELD QUALITY CONTROL

A. Perform tests and inspections.

B. Acceptance Testing Preparation:

1. Test insulation resistance for each enclosed switch and circuit breaker, component,

connecting supply, feeder, and control circuit.

2. Test continuity of each circuit.

C. Tests and Inspections:

1. Perform each visual and mechanical inspection and electrical test stated in NETA

Acceptance Testing Specification. Certify compliance with test parameters.

2. Correct malfunctioning units on-site, where possible, and retest to demonstrate

compliance; otherwise, replace with new units and retest.

3. Test and adjust controls, remote monitoring, and safeties. Replace damaged and

malfunctioning controls and equipment.

D. Enclosed switches and circuit breakers will be considered defective if they do not pass tests and

inspections.

E. Prepare test and inspection reports, including a certified report that identifies enclosed switches

and circuit breakers and that describes scanning results. Include notation of deficiencies

detected, remedial action taken, and observations after remedial action.

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 ENCLOSED SWITCHES AND CIRCUIT BREAKERS 26 28 16 - 7

3.5 ADJUSTING

A. Adjust moving parts and operable components to function smoothly, and lubricate as

recommended by manufacturer.

END OF SECTION 26 28 16

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 INTERIOR AND BUILDING MOUNTED LIGHTING 26 51 00 - 1

DIVISION 26 – ELECTRICAL

SECTION 26 51 00 - INTERIOR AND BUILDING MOUNTED LIGHTING

PART 1 - GENERAL

1.1 WORK INCLUDES

A. Base Bid:

1. Electrical Contractor to Provide:

a. Interior and building mounted lighting fixtures, lamps, and ballasts.

b. Exit signs.

c. Lighting fixture supports.

1.2 RELATED DOCUMENTS

A. Related Sections:

1. Division Section 26 27 26 "Wiring Devices" for manual wall-box dimmers, and wall

switches.

1.3 DEFINITIONS

A. BF: Ballast factor.

B. CCT: Correlated color temperature.

C. CRI: Color-rendering index.

D. EISA: Energy Independence and Security Act

E. Fixture assemblies: Pendant, cove, track or recessed fixtures with continuous runs that are

assembled on site.

F. HID: High-intensity discharge.

G. LED: Light emitting diode

H. Lumen: Measured output of lamp and luminaire, or both.

I. Luminaire: Complete lighting fixture, including ballast housing if provided.

J. PCB: Printed circuit board

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 INTERIOR AND BUILDING MOUNTED LIGHTING 26 51 00 - 2

K. THD: Total Harmonic Distortion

1.4 SUBMITTALS

A. Product Data: For each type of lighting fixture, arranged in order of fixture designation.

Include data on features, accessories, finishes, and the following:

1. Physical description of lighting fixture including dimensions and housing material.

2. Ballast, including BF, THD, dimming ranges and input watts.

3. Energy-efficiency data including total input watts and luminaire efficiency.

4. Life, output (lumens, CCT, and CRI), mercury content and energy-efficiency data for

lamps.

5. Photometric data and adjustment factors based on laboratory tests, complying with

IESNA Lighting Measurements Testing & Calculation Guides, of each lighting luminaire

type. The adjustment factors shall be for lamps, ballasts, and accessories identical to

those indicated for the lighting fixture as applied in this Project.

a. Manufacturer Certified Data: Photometric data shall be certified by a

manufacturer's laboratory with a current accreditation under the National

Voluntary Laboratory Accreditation Program for Energy Efficient Lighting

Products.

6. Wiring diagrams for LED luminaires and compatible drivers indicating remote distances

and circuit configuration requirements.

7. Control devices or sensors installed on or within luminaires.

B. Shop Drawings: For fixture assemblies, nonstandard or custom lighting fixtures. Include plans,

elevations, sections, details, and attachments to other work.

1. Detail equipment assemblies and indicate dimensions, weights, loads, required

clearances, method of field assembly and mounting, components, and location and size of

each field connection.

2. Provide separate shop drawing for each assembly configuration.

C. Installation instructions.

D. Field quality-control reports.

E. Operation and Maintenance Data: For lighting equipment and fixtures to include in emergency,

operation, and maintenance manuals.

1. Provide a list of all lamp types used on Project; use ANSI and manufacturers' codes.

2. For LED fixture manufacturers provide contact information for parts and service inquires.

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 INTERIOR AND BUILDING MOUNTED LIGHTING 26 51 00 - 3

F. Warranty: Sample of special warranty.

1.5 QUALITY ASSURANCE

A. Source Limitations: Limit the use of multiple lamp and ballast manufacturers unless equipment

specified requires multiple manufacturers:

1. LED fixtures shall be procured through a single order from the manufacturer to provide

product consistency.

2. Halogen, fluorescent and HID lamps shall be procured separately from lighting fixtures.

B. Electrical Components, Devices, and Accessories: Listed and labeled as defined in Chicago

Building Code, Article 18-27-100, by a qualified testing agency, and marked for intended

location and application.

C. Comply with International Building Code (IBC).

D. Comply with National Electrical Code (NEC).

1.6 COORDINATION

A. Coordinate layout and installation of lighting fixtures and suspension system with other

construction that penetrates ceilings or is supported by them, including HVAC equipment, fire-

suppression system, and partition assemblies.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Luminaires: Subject to compliance with requirements, provide one of the products indicated on

Drawings. Substitutions shall meet (or exceed) the performance specifications outlined in the

fixture schedule under each specified fixture designation and manufacturer.

2.2 GENERAL REQUIREMENTS FOR LIGHTING FIXTURES AND COMPONENTS

A. Comply with federal regulations as specified in EISA 2007.

B. Recessed Fixtures: Comply with NEMA LE 4 for ceiling compatibility for recessed fixtures.

C. Fluorescent Fixtures: Comply with UL 1598.

D. HID Fixtures: Comply with UL 1598.

E. Metal Parts: Free of burrs and sharp corners and edges.

F. Sheet Metal Components: Steel unless otherwise indicated. Form and support to prevent

warping and sagging.

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CDB 816-010-039 INTERIOR AND BUILDING MOUNTED LIGHTING 26 51 00 - 4

G. Doors, Frames, and Other Internal Access: Smooth operating, free of light leakage under

operating conditions, and designed to permit re-lamping without use of tools, unless otherwise

indicated. Designed to prevent doors, frames, lenses, diffusers, and other components from

falling accidentally during re-lamping and when secured in operating position.

H. Diffusers and Globes:

1. Acrylic Lighting Diffusers: 100 percent virgin acrylic plastic. High resistance to

yellowing and other changes due to aging, exposure to heat, and UV radiation.

a. Lens Thickness: At least 0.125 inch (3.175 mm) minimum unless otherwise

indicated.

b. UV stabilized.

2. Glass: Annealed crystal glass unless otherwise indicated.

3. Polycarbonate: High impact, high heat resistant and listed for use in luminaires.

I. Factory-Applied Labels: Comply with UL 1598. Include specified lamps and ballasts with

derating label to limit maximum wattage to specified luminaire input watts. Labels shall be

located where they will be readily visible to service personnel, but not seen from normal

viewing angles when lamps are in place.

1. Label shall include the following lamp and ballast characteristics:

a. "USE ONLY" and include specific lamp type as noted below:

1) Lamp designation code (PAR, ES16, AR111, etc) and beam configuration

(narrow spot, spot, flood, wide flood, etc.), base type, and maximum

wattage.

2) Lamp diameter code (T4, T5, T8, etc.), tube configuration (twin, quad,

triple, etc.), base type, and maximum wattage for fluorescent and compact

fluorescent luminaires.

3) Lamp type, wattage, bulb type (ED17, BD56, etc.) and coating (clear or

coated) for HID luminaires.

4) Start type (preheat, rapid start, instant start, etc.) for fluorescent and compact

fluorescent luminaires.

5) Ballast type and manufacturer

6) CCT and CRI for all lamps in luminaire.

2.3 BALLASTS FOR LINEAR FLUORESCENT LAMPS

A. General Requirements for Electronic Ballasts:

1. Comply with UL 935 and with ANSI C82.11.

2. Designed for type and quantity of lamps served.

3. Ballasts shall be designed for full light output unless another BF, dimmer, or bi-level

control is indicated.

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ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 INTERIOR AND BUILDING MOUNTED LIGHTING 26 51 00 - 5

4. Sound Rating: Class A.

5. Total Harmonic Distortion Rating: Less than 10 percent.

6. Transient Voltage Protection: IEEE C62.41.1 and IEEE C62.41.2, Category A or better.

7. Operating Frequency: 42 kHz or higher.

8. Lamp Current Crest Factor: 1.7 or less.

9. Ballast Factor, unless indicated otherwise: T8 lamps 0.88 or higher; T5 lamps 0.90 or

higher

10. Power Factor: 0.99 or higher.

11. Parallel Lamp Circuits: Multiple lamp ballasts shall comply with ANSI C82.11 and shall

be connected to maintain full light output on surviving lamps if one or more lamps fail.

12. 3rd

Harmonic Distortion: <6%

13. Minimum 5 year manufacturer’s warranty

B. Luminaires controlled by occupancy sensors shall have programmed-start ballasts.

C. Electronic Programmed-Start Ballasts for T8, T5, and T5HO Lamps: Comply with

ANSI C82.11 and the following:

1. Lamp end-of-life detection and shutdown circuit for T5 diameter lamps.

2. Automatic lamp starting after lamp replacement.

D. Electromagnetic Ballasts: Comply with ANSI C82.1; energy saving, high-power factor,

Class P, and having automatic-reset thermal protection.

1. Ballast Manufacturer Certification: Indicated by label.

E. Single Ballasts for Multiple Lighting Fixtures: Factory wired with ballast arrangements and

bundled extension wiring to suit final installation conditions without modification or rewiring in

the field.

F. Ballasts for Low-Temperature Environments:

1. Temperatures 0 Deg F (Minus 17 Deg C) and Higher: Electronic or electromagnetic type

rated for 0 deg F (minus 17 deg C) starting and operating temperature with indicated

lamp types.

2. Temperatures Minus 20 Deg F (Minus 29 Deg C) and Higher: Electromagnetic type

designed for use with indicated lamp types.

G. Ballasts for Dimmer-Controlled Lighting Fixtures: Electronic type.

1. Dimming Range: 100 to 5 percent of rated lamp lumens.

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CDB 816-010-039 INTERIOR AND BUILDING MOUNTED LIGHTING 26 51 00 - 6

2. Ballast Input Watts: Can be reduced to 20 percent of normal.

3. Compatibility: Certified by manufacturer for use with specific dimming control system

and lamp type indicated.

4. Control: Coordinate wiring from ballast to control device to ensure that the ballast,

controller, and connecting wiring are compatible.

H. Ballasts for Bi-Level Controlled Lighting Fixtures: Electronic type.

1. Operating Modes: Ballast circuit and leads provide for remote control of the light output

of the associated lamp between high- and low-level and off.

a. High-Level Operation: 100 percent of rated lamp lumens.

b. Low-Level Operation: 30 percent of rated lamp lumens.

2. Ballast shall provide equal current to each lamp in each operating mode.

3. Compatibility: Certified by manufacturer for use with specific bi-level control system

and lamp type indicated.

2.4 BALLASTS FOR COMPACT FLUORESCENT LAMPS

A. Description: Electronic-programmed rapid-start type, complying with UL 935 and with

ANSI C 82.11, designed for type and quantity of lamps indicated. Ballast shall be designed for

full light output unless dimmer or bi-level control is indicated:

1. Lamp end-of-life detection and shutdown circuit.

2. Automatic lamp starting after lamp replacement.

3. Sound Rating: Class A.

4. Total Harmonic Distortion Rating: Less than 20 percent.

5. Transient Voltage Protection: IEEE C62.41.1 and IEEE C62.41.2, Category A or better.

6. Operating Frequency: 20 kHz or higher.

7. Lamp Current Crest Factor: 1.7 or less.

8. BF: 0.90 or higher unless otherwise indicated.

9. Power Factor: 0.99 or higher.

10. Interference: Comply with 47 CFR 18, Ch. 1, Subpart C, for limitations on

electromagnetic and radio-frequency interference for non consumer equipment.

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CDB 816-010-039 INTERIOR AND BUILDING MOUNTED LIGHTING 26 51 00 - 7

11. #12 from Section 2.3.A.

12. #13 from Section 2.3.A.

2.5 EXIT SIGNS

A. General Requirements for Exit Signs: Comply with UL 924; for sign colors, visibility,

luminance, lettering size, and directional arrows to comply with authorities having jurisdiction.

B. Internally Lighted Signs:

1. Input watts: Maximum 5 watts/face with integral LED lamps.

2.6 FLUORESCENT LAMPS

A. Manufacturers:

1. G.E. Lighting

2. Osram Sylvania

3. Philips Lighting

B. T8 rapid-start lamps, with initial output of 2950 lumens and average rated life 24,000 hours at 3

hours per start:

1. 32 W maximum, length 48 inches or equal lamps of nominal 2’ or 3’ lengths.

C. T5 rapid-start lamps, with initial output of 2900 lumens and averaged rated life of 20,000 hours

at 3 hours per start:

1. 28 W maximum, length of 45.2 inches or equal lamps of nominal 2’ or 3’ lengths.

D. T5HO rapid-start, high-output lamps with initial output of 5000 lumens and average rated life of

25,000 hours at 3 hours per start:

1. 54 W maximum, length of 45.2 inches or equal lamps of nominal 2’ or 3’ lengths.

E. Compact Fluorescent Lamps: 4-Pin, average rated life of 12,000 hours at three hours operation

per start, and suitable for use with dimming ballasts, unless otherwise indicated.

1. 13 W: T4, double or triple tube, rated 900 initial lumens (minimum).

2. 18 W: T4, double or triple tube, rated 1200 initial lumens (minimum).

3. 26 W: T4, double or triple tube, rated 1800 initial lumens (minimum).

4. 32 W: T4, triple tube, rated 2400 initial lumens (minimum).

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 INTERIOR AND BUILDING MOUNTED LIGHTING 26 51 00 - 8

5. 42 W: T4, triple tube, rated 3200 initial lumens (minimum).

6. 57 W: T4, triple tube, rated 4300 initial lumens (minimum).

7. 70 W: T4, triple tube, rated 5200 initial lumens (minimum).

2.7 LED LUMINAIRES

A. Manufacturers: LED Lamps (PCB), Provide LED specified in lighting fixture schedule or meet

(or exceed) the performance specifications of the manufacturers below:

1. Cree

2. Philips Lumileds

3. Nichia

4. Osram Sylvania – Opto Semiconductor

B. Component descriptions:

1. LEDs are semi-conductor diodes that emit light.

2. The PCB contains all electronic circuitry required for LED operation. The printed board

can contain two types of devices – surface mounted and through-hole.

3. DEVICE. PCB’s can house two types of “Devices.”

a. “Surface Mounted” Device. Surface mounted to the Printed Circuit Board.

b. “Through-Hole” Device. Epoxy encapsulation with two wire leads which pierce

through the printed circuit board.

4. Driver: Provides the required DC current output for the LED lamps to operate optimally.

Conforms to manufacturer’s published requirements for LED performance.

C. LEDs luminaires: Minimum CRI 75, CCT range within +/-250K of specified CCT on lighting

fixture schedule, average life of 50,000 hours tested at IESNA LM-80-2008 for 70% lumen

output or greater.

D. LED lamp (PCB) data shall include:

1. Color – dominant wavelength (nm) and method of color mixing.

2. Distribution range (degrees).

3. Quantity of LEDs per PCB.

4. Lumen rating of fixture per IESNA LM-79 testing.

5. Required current, voltage and maximum input watts.

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 INTERIOR AND BUILDING MOUNTED LIGHTING 26 51 00 - 9

6. Limitations on wiring configurations or maximum PCB current rating.

E. LED luminaires shall meet LED lamp manufacturer’s recommendations for:

1. Thermal dissipation.

2. Operating temperature range for both the LED and Power Supply.

3. Storage temperature range for both the LED and Power Supply.

4. Operating Voltage and Current.

5. Peak Pulse Forward Current.

F. LED fixture manufacturers shall provide a driver (power supply) that supplies stable DC current

with voltage range covering the forward voltage as well as variability.

G. Fixtures shall be constructed to allow for the PCB, driver and electrical components to be easily

accessed and replaced without being removed from the mountings or disassembling adjacent

construction.

H. LEDs and fixture components (including fixtures for wet location) shall be listed by a nationally

recognized testing laboratory such as U.L., E.T.L., or C.U.L.

2.8 LIGHTING FIXTURE SUPPORT COMPONENTS

A. Comply with Division 26 Section "Hangers and Supports for Electrical Systems" for channel-

and angle-iron supports and nonmetallic channel and angle supports.

B. Single-Stem Hangers: 1/2-inch (13-mm) steel tubing with swivel ball fittings and ceiling

canopy. Finish same as fixture.

C. Twin-Stem Hangers: Two, 1/2-inch (13-mm) steel tubes with single canopy designed to mount

a single fixture. Finish same as fixture.

D. Wires: ASTM A 641/A 641M, Class 3, soft temper, zinc-coated steel, 12 gage (2.68 mm).

E. Wires for Humid Spaces: ASTM A 580/A 580M, Composition 302 or 304, annealed stainless

steel, 12 gage (2.68 mm).

F. Rod Hangers: 3/16-inch (5-mm) minimum diameter, cadmium-plated, threaded steel rod.

G. Hook Hangers: Integrated assembly matched to fixture and line voltage and equipped with

threaded attachment, cord, and locking-type plug.

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 INTERIOR AND BUILDING MOUNTED LIGHTING 26 51 00 - 10

PART 3 - EXECUTION

3.1 INSTALLATION

A. Lighting fixtures:

1. Use architectural reflected ceiling plan dimensions and details to locate luminaires

precisely.

2. Set level, plumb, and square with ceilings and walls unless otherwise indicated. For

continuous run luminaires secure sections tightly per manufacturer’s requirements.

3. Install lamps in each luminaire.

4. Aim fixtures toward task where wallwashers, trackheads and adjustable luminaires are

used.

B. Temporary Lighting: If it is necessary, and approved by Architect, to use permanent luminaires

for temporary lighting, install and energize the minimum number of luminaires necessary.

When construction is sufficiently complete, remove the temporary luminaires, disassemble,

clean thoroughly, install new lamps, and reinstall.

C. Remote Mounting of Ballasts: Distance between the ballast and fixture shall not exceed that

recommended by ballast manufacturer. Verify, with ballast manufacturers, maximum distance

between ballast and luminaire. Provide condition appropriate NEMA enclosure for locations

where remote ballasts are not specified with manufacturer’s enclosure.

D. Suspended Lighting Fixture Support:

1. Pendants and Rods: Where longer than 48 inches (1200 mm), brace to limit swinging.

2. Stem-Mounted, Single-Unit Fixtures: Suspend with twin-stem hangers.

3. Continuous Rows: Use tubing or stem for wiring at one point and tubing or rod for

suspension for each unit length of fixture chassis, including one at each end.

4. Do not use grid as support for pendant luminaires. Connect support wires or rods to

building structure.

E. Connect wiring according to Section 26 05 19 "Conductors and Cables."

3.2 IDENTIFICATION

A. Install labels with panel and circuit numbers on concealed junction and outlet boxes. Comply

with requirements for identification specified in Division 26 Section "Electrical Identification."

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GOVERNORS STATE UNIVERSITY 04.12.13

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 816-010-039 INTERIOR AND BUILDING MOUNTED LIGHTING 26 51 00 - 11

3.3 FIELD QUALITY CONTROL

A. Test for Emergency Lighting: Interrupt power supply to demonstrate proper operation. Verify

transfer from normal power to battery and retransfer to normal.

B. Prepare a written report of tests, inspections, observations, and verifications indicating and

interpreting results. If adjustments are made to lighting system, retest to demonstrate

compliance with standards.

3.4 STARTUP SERVICE

A. Burn-in all lamps that require specific aging period to operate properly, prior to occupancy by

Owner. Burn-in fluorescent and compact fluorescent lamps intended to be dimmed, for at least

100 hours at full voltage.

3.5 ADJUSTING

A. Occupancy Adjustments: When requested within 12 months of date of Substantial Completion,

provide on-site assistance in adjusting aimable luminaires to suit actual occupied conditions.

Provide up to two 8-hour visits to Project during other-than-normal occupancy hours for this

purpose. Some of this work may be required after dark.

1. Focus adjustable luminaires in the presence of Architect, Engineer and Lighting

Designer. For areas with interior daylight present, allow for field focus sessions before or

after normal business hours.

END OF SECTION 26 51 00

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 810-010-039 INTEGRATED AUDIO VIDEO SYSTEMS & EQUIPMENT 27 41 16 - 1

DIVISION 27 – COMMUNICATIONS

SECTION 27 41 16 – INTEGRATED AUDIO VIDEO SYSTEMS & EQUIPMENT

PART 1 - GENERAL

1.1 WORK INCLUDES

A. Base Bid:

1. Electrical Contractor Provide:

a. Integrated audio and video system and equipment.

1.2 SYSTEM DESCRIPTION

A. The anticipated range of events:

1. Engretson Hall:

a. Lectures and classroom presentations

b. Cinema presentations

c. Banquets, General Meetings, and Board Meetings

B. Systems to Serve the Auditorium Functions above are as follows:

1. Lectures and classroom presentations:

a. To accommodate faculty and presenters, a podium with integrated AV components

is planned. Laptop connections in the podium provide a presenter the ability to

display, via a multimedia projector, a single high definition computer generated

image onto a 7 foot tall projection screen above a wall mounted writing surface.

An interactive display at the podium will allow the presenter to use the screen as a

large writing surface, or highlight items in their content in real time. Additional

presentation equipment, such as a document camera, Blu-ray player, VHS/DVD

player, or in-room camera, can be used as part of the presentation system

displaying the images from these devices on the screen. Wireless and wired

microphones will provide voice reinforcement through wall mounted loudspeakers

located at the east wall. Playback of audio from any of the devices will also utilize

the same loudspeakers.

b. In order to serve the University’s growing distance learning classes and online

capabilities, the Engbretson Hall AV systems will include a lecture capture system

that records the audio, projected content, and a camera view of a presentation. The

recordings can be used in a number of ways, including streaming, with options

selected through simple user interfaces.

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 810-010-039 INTEGRATED AUDIO VIDEO SYSTEMS & EQUIPMENT 27 41 16 - 2

2. Cinema Playback:

a. An important aspect of Engbretson Hall is the ability to playback cinematic

content. Though the seating and architecture of the room may not resemble a

typical cinema, the audio and video playback will meet the requirements for

Cinema functionality. A compliment of permanent loudspeakers provides the

main and surround playback, using a digital cinema-quality projector and screen.

3. Banquet and General Meetings:

a. Where a presenter or host is setup away from the main presentation wall, a

distributed ceiling loudspeaker system will provide even audio coverage to the

audience. These overhead loudspeakers also serve to provide background music

for banquet events or when the space is used for rehearsal or overflow, and will be

used in place of the wall mounted loudspeakers for these events. A complement of

wired and wireless microphones will allow for reinforcement of presenters or

ensembles, all controlled by a simple user interface.

1.3 CONTRACTOR RESPONSIBILITIES

A. Report an conflicts regarding installed conduit or conduit sizing as designed for needed cabling

prior to installation.

B. Submit questions regarding conflicts in the documents to Consultant for clarification prior to

taking any action or maintaining inaction that will affect the cost or quality of the installation.

C. Install cable required for AV system. Unless noted install all cable in conduit labeled and

terminated as require at each end.

D. Report any conflicts in dimensioning of allocated space for AV equipment.

E. Provide new and working equipment.

F. Provide all labor and parts needed to assemble the specified AV system.

G. Complete testing of systems and provide written certification indicating connections and

components are working as designed prior to contacting Consultant for scheduling checkout.

H. Program equipment to settings and pre-sets described in this document or to manufacturer

suggested settings.

I. Leave work site clean after each day of work.

J. Provide one training session of installed system to faculty and staff, and provide video

recording of the training session.

K. Complete work stated in punch list provided by Consultant upon substantial completion of the

installation.

L. Complete all work in a timely manner and carried out with professional workmanship.

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 810-010-039 INTEGRATED AUDIO VIDEO SYSTEMS & EQUIPMENT 27 41 16 - 3

M. Distribute and connect all AC power lines for equipment in the AV systems within equipment

racks.

N. Follow all local, regional, and national codes for installation of electrical and AV systems.

O. Frequency selections for wireless microphones and assisted listening system are to be

coordinated with the Usign Agency TV Engineering Department representative to avoid

interference with other wireless systems on campus.

1.4 SUBMITTALS

A. Product Data: For each piece of equipment.

B. Shop Drawings: Drawings to include but not limited to:

1. Audio systems line drawings.

2. Video systems line drawings.

3. Subsystems line drawings.

4. AV panel elevations.

5. Audio, video, data, and speaker patchbay elevations.

6. Equipment rack elevations.

7. Details of permanent speaker installation including mounting and framing details.

8. Details of projector, screen, and camera mounting.

9. All mounting details required for elements attached to the building to assure proper

coordination with other trades.

10. Wire pull drawings or spreadsheets.

C. Prior to any ordering fabrication, or installation work, submit documents and drawings listed

previously for approval from Consultant.

D. Provide written statement to consultant indicating conduit is in condition needed for system

installation prior to start of cable installation.

E. No more than 45 days prior to expected completion, provide:

1. DSP System Program.

2. Control Systems Programming including screen shots of operation for review.

F. Provide “as-installed” drawings to of installed AV systems including line drawings and

elevations.

G. Operation and Maintenace Data: Provide user manual explaining proper operation of systems.

Write project-specific descriptions of systems and operating instructions that will allow basic

operation of the system by a novice. Include product information and warranties for all system

components:

1. Three ring binders of 3” or less

2. Instructions for operating the systems, as well as manuals for each piece of equipment.

3. 11”x17” “as installed” drawings

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 810-010-039 INTEGRATED AUDIO VIDEO SYSTEMS & EQUIPMENT 27 41 16 - 4

PART 2 - PRODUCTS

2.1 GENERAL

A. Provide all products specified in the equipment list at the end of this document.

B. Provide all components and accessories required for a complete installation of the specified

equipment, including but not limited to mounting brakets, connectors, etc.

C. Purchase all equipment new but install after all break-in conditions are met. Equipment marked

as existing or “By Using Agency” will be furnished by Using Agency.

1. Install equipment furnished by Using Agency, make all connections required to integrate

into the affected systems, and provide testing of the completed installation including the

Using Agency-furnished equipment.

D. Route and mix audio signals in accordance with the following:

1. Configure all inputs and outputs according to the functions displayed in the drawings,

including independent paths through the systems.

2.2 PRODUCTS

A. Acceptable Manufacturers: Subject to compliance with project requirements, provide products

by one of the following. Where indicated, products are to be provided by a single manufacturer.

1. Cinema Loudspeakers:

a. JBL Professional.

b. Electro-Voice.

c. QSC Audio.

2. Ceiling Loudspeakers:

a. JBL Professional.

b. Soundtube.

c. Toa Electronics, Inc.

3. Amplifiers:

a. Crown Audio.

b. Extron Electronics.

c. Toa Audio.

4. Playback Devices:

a. Tascam.

b. Denon.

c. Marantz.

d. Toshiba.

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 810-010-039 INTEGRATED AUDIO VIDEO SYSTEMS & EQUIPMENT 27 41 16 - 5

5. Microphones (Wired/Wireless):

a. Shure Incorporated.

b. Sennheiser.

c. AudioTechnica.

6. System Processing:

a. Symetrix Audio.

b. Yamaha Pro Audio.

c. Extron Electronics.

7. Infrastructure/Equipment Racks:

a. Middle Atlantic.

b. Lowell.

c. Chief Professional AV Solutions.

8. Hearing Assistance Systems:

a. Listen Technologies.

b. Williams Sound.

c. Gentner.

9. Control Systems:

a. Extron.

b. Crestron.

c. AMX.

10. Camera System:

a. Panasonic.

b. Sony.

c. Crestron.

11. Video Systems (Interface/Switcher/Processor/Extenders):

a. Crestron.

b. Extron.

c. Kramer.

12. Lecture Capture System:

a. Crestron.

b. Extron.

c. Aurora Multimedia.

13. Multimedia Projector:

a. NEC.

b. Christie Digital Systems USA, Inc.

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 810-010-039 INTEGRATED AUDIO VIDEO SYSTEMS & EQUIPMENT 27 41 16 - 6

c. Panasonic.

14. Digital Cinema Projector:

a. NEC.

b. Christie Digital Systems USA, Inc.

c. Barco.

15. Portable Podium:

a. Spectrum Industries, Inc.

b. Marshall Furniture, Inc.

c. Smartdesk.

B. Equipment Description:

1. Cinema Loudspeakers (By Same Manufacturer):

a. (2) Main Left/Right Loudspeaker:

i. 2-way passive.

ii. 12 inch low frequency driver with 1” High-frequency Compression.

iii. 60 x 60 degree coverage pattern.

iv. System Sensitivity (1W @ 1m) = 96 dB SPL.

v. Must be able to be rigged with hardware attached to the ceiling.

b. (1) Center Loudspeaker:

i. 2-way passive.

ii. 12 inch low frequency driver with 1” High-frequency Compression.

iii. 90W x 60V degree coverage pattern.

iv. System Sensitivity (1W @ 1m) = 96 dB SPL.

v. Mount horizontally.

vi. Must be able to be rigged with hardware attached to the ceiling.

c. (2) Surround Loudspeakers:

i. 2-way passive

ii. Min. 8 inch low frequency driver with 1 inch voice coil

iii. 100W x 90V degree coverage pattern

iv. System Sensitivity (1W @ 1m) = 94 dB SPL

v. Loudspeaker to be attached to wall

d. (1) Subwoofer:

i. Single 15 inch driver with neodymium magnet Passive

ii. 800W Continuous power

iii. Maximum 24” x 24” x 24”

2. Ceiling Loudspeakers (By Same Manufacturer):

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 810-010-039 INTEGRATED AUDIO VIDEO SYSTEMS & EQUIPMENT 27 41 16 - 7

a. (4) Loudspeakers flush with Architectural Ceiling:

i. 2-way passive.

ii. Min. 5.25 inch low frequency driver with 1 inch dome tweeter.

iii. 90 x 90 degree coverage pattern.

iv. Rectangular, Maximum 10 inch high by 7 inch wide to fit in ceiling.

v. System Sensitivity (1W @ 1m) = 86 dB SPL.

3. Amplifiers (By Same Manufacturer):

a. Number of channels to match those shown in AV drawings.

b. Amplifier to be rated to match impedance of loudspeaker(s) and program rating of

loudspeaker(s).

c. Must be rack mountable.

4. Playback Devices:

a. Provide (1) single disk CD player with integrated Ipod/aux input connection

i. Basic operations, (play, pause, stop, skip, forward) must be located on face of

device.

b. Provide (1) Blu-ray disc video player

i. Player to have individual surround audio outputs.

ii. Player to be HDCP compliant, with HDMI output.

c. Provide (1) DVD/VHS video player

i. Player to have single composite video output for both DVD and VHS.

ii. If not rack-mountable, provide rack shelf.

5. Microphones (By Same Manufacturer):

a. Provide (2) Gooseneck, lectern style microphones:

i. Gooseneck to be 12” in length.

ii. Include integrated base unit with mute switch and LED indicator and

minimum 10ft XLR cable.

iii. Mic capsole to be cardioid.

b. Provide (1) dynamic, vocal microphone:

i. Cardioid polar pattern.

ii. Frequency response – 50 to 15,000 Hz.

c. Provide (2) 10 foot XLR Microphone cables.

d. Provide (2) 25 foot XLR Microphone cables.

e. Provide (1) wireless lapel microphone system.

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 810-010-039 INTEGRATED AUDIO VIDEO SYSTEMS & EQUIPMENT 27 41 16 - 8

i. Include lapel microphone, body pack transmitter, and rack mounted receiver.

ii. Include rackmount hardward and rackmounted antenna.

iii. Lapel to be cardioid polar pattern.

f. Provide (1) head worn microphone compatible with wireless bodypack transmitter.

6. System Processing (By Same Manufacturer):

a. Digital Signal Processing:

i. Provide digital signal processor with a minimum number of input and outputs

based on the AV drawings.

ii. Processor to be setup and controllable from external computer and control

system.

iii. Processor to be include Dante audio interface for connection with building

wide system and portable gear. Portable gear provided by Using Agency and

is not in contract.

b. Provide (1) Line-level distribution Amplifier:

i. Provide minimum inputs and outputs based on AV drawings.

7. Infrastructure/Equipment Racks:

a. Provide (1) AV equipment rack to fit major equipment in architectural niche

i. To be maximum 25” deep.

ii. Provide front door with ventilation.

iii. Provide top mounted fan sized to exhaust heat load produced by equipment.

iv. Provide power distribution throughout rack for all equipment.

v. Provide (1) uninterrupted power supply for Ethernet switches/routers, control

systems and digital signal processors.

vi. Provide (2) 3-rack unit high rack mounted, lockable drawers.

vii. Provide blank face plates for all unused rack spaces.

b. Provide (1) AV equipment rack mounted to wall in closet:

i. Minimum 10 rack units space.

c. Provide AV connection panels, rack, wall, and floor, as shown in AV drawings.

Coordinate size with electrical back boxes.

8. Hearing Assistance System (By same Manufacturer):

a. Provide (1) FM wireless transmitter designed for use of hearing assistance systems

i. Unit to include line-level input with adjustable volume on front panel.

ii. Unit to be rack mounted.

iii. Include antenna to me mounted in rack.

iv. Unit to have ability to transmit on one of multiple channels.

b. Provide (5) wireless beltpack receivers

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 810-010-039 INTEGRATED AUDIO VIDEO SYSTEMS & EQUIPMENT 27 41 16 - 9

i. Receivers to have same amount of selectable channels as transmitter.

ii. Receiver to have rechargeable batteries, but compatible with non-rechargable

batteries.

c. Provide enough rechargeable batteries for (5) recievers.

d. Provide (5) stereo, over-the-ear headphones.

e. Provide (15) sets of replaceable headphone covers.

f. Provide (2) receivers or receiver attachments capable of fulfilling ADA

requirement for induction loops.

9. Control Systems (By same Manufacturer):

a. Provide (1) master control system, based on network connectivity, and with

secondary connection to building wide network.

b. System to control all equipment which is connected to it shown in the AV

drawings.

c. Provide rack mounted touch panel controller:

i. Minimum 7 inch diagonal.

ii. Touch panel to be programmed to control equipment. Programming

provided by Contractor and approved by consultant.

d. Provide flip top touch panel controller:

i. Minimum 3.5” diagonal.

ii. Provide as part of flip top housing integrated into podium.

e. Provide necessary Ethernet switches, control blocks, and other hardware to

complete a working control system, controlling all prieces described in this

document and the AV drawings.

10. Camera System (By Same manufacturer): Camera and controller to be compatible and

interoperable with existing system.

a. Provide (1) Pan Tilt Zoom (PTZ) style camera:

i. Camera to be controllable via building network and by control system.

ii. Camera to have HD-SDI video output.

iii. Include mounting bracket, power supply, and other hardware as needed.

b. Provide (1) PTZ camera controller:

i. Controller to be used in room, by connecting to network.

ii. Controller to allow for expansion for other cameras.

iii. To provide zoom, focus, tilt, and preset controls on surface.

11. Video Systems (By Same Manufacturer):

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 810-010-039 INTEGRATED AUDIO VIDEO SYSTEMS & EQUIPMENT 27 41 16 - 10

a. Provide (3) HDMI interface at AV connection panels as shown in AV drawings:

i. Panels can including VGA connectivity if fits within floor box when

coordinated with IT.

ii. Interface to follow manufacturer distance limitations.

b. Provide (1) Digital/Analog Video Switcher:

i. Switcher to accommodate input types shown in AV system drawing.

ii. Switcher to have front panel controls as well as be controlled by control

system.

iii. Switcher to provide (3) identical output signals of types shown in drawings.

Outputs used for presentation, lecture capture, and future connectivity as

shown in AV drawings.

iv. Switcher to handle HDCP and be compliant.

v. Switcher to provide HD SDI input and output.

c. Provide output interface/extender, if needed, in order to provide HDMI output

connection at the projector location. Output interface to follow manufacturers

guidelines for distance limitations.

d. Provide minimum 2 input, 1 output, HDMI switch to be placed in podium:

i. Include 12 foot and 6 foot long HDMI cables to connect to switcher.

ii. Switcher to accommodate latest version of HDMI standards.

12. Lecture Capture System:

a. Provide (1) Lecture capture device:

i. Device to record camera feed, and feed from video switcher.

ii. Device to connect to building network for uploading recorded files.

iii. Device to be rack mountable.

iv. Device should be capable of recording high definition video.

13. Multimedia Projector:

a. Provide (1) projector with appropriately sized lens.

b. Acceptable Products:

i. NEC; Model NP-PX750U.

ii. Christie Digital Systems USA, Inc.; Model WU7K-M.

iii. Panasonic; Model PT-DZ6700.

14. Digital Cinema Projector:

a. Provide (1) digital cinema projector (DCI compliant) with appropriately sized lens.

b. Acceptable Products:

i. NEC; Model NC900C-A.

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 810-010-039 INTEGRATED AUDIO VIDEO SYSTEMS & EQUIPMENT 27 41 16 - 11

ii. Christie Digital Systems USA, Inc.; Model Solaria One.

iii. Barco; Model DP2K-10Sx.

c. Additional Products:

i. Provide a 16-channel Audio Digital/Analog converter capable of converting

16 channels of digital (AES) audio to balanced analog audio.

15. Podium:

a. Provide (1) portable podium.

b. Acceptable Products:

i. Spectrum Industries, Inc.; Inspiration Lecturn, Model 55400.

ii. Marshall Furniture, Inc.; SCM-280 Workstation.

iii. Smartdesk. MVC Computer Podium.

c. Colors and Materials: As selected from manufacturer’s full range of standard

colors.

2.3 PRODUCT INSTRUCTIONS

A. Cabling:

1. Refer to EA drawings for cables types and manufacturer.

2. Keep the following signal types separate via the conduit system unless otherwise noted.

Contact closure for the power sequencing shares the line level conduit path.

a. Microphone

b. Line

c. Loudspeaker

d. Data and Video (Can be run in same conduit)

e. Label cables on both ends with destination and number.

B. Panels:

1. Submit panel elevations to Consultant for review prior to manufacturing.

2. Minimum text height for labeling on panels: 1/8”

3. Provide black, metal panels at in house mix position and other technical areas.

4. Submit color selections to Architect/Engineer for review prior to fabrication for all public

areas.

5. Maintain a uniform panel look throughout project.

6. Panels indicated as surface mounted or recessed are the same size as the backbox to

which it is mounted.

7. Panels indicated as flush mount are to have a ½ inch overhang around the backbox to

which it is mounted.

C. Equipment Racks:

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 810-010-039 INTEGRATED AUDIO VIDEO SYSTEMS & EQUIPMENT 27 41 16 - 12

1. Coordinate equipment rack conduit, including power conduit, with electrical contractor.

2. Power conduit should enter racks on the opposite side from the signal cable, coordinate

with electrical contractor.

3. Provide rubber isolation element under equipment racks to isolate from floor.

4. Provide black panels no bigger than two rack units for empty spaces in equipment racks.

5. Provide adequate and necessary ventilation equipment to ensure proper cooling of

equipment within racks.

6. Equipment within racks are to be properly secured.

7. Oraganize wire within racks which is neat in appearance and secured to rack. No wires

should hold any weight of equipment or wire bundles.

8. Position “wall wart” power supplies away from cable bundles.

D. Connector Types: See AV drawings for acceptable manufacturers

PART 3 - EXECUTION

3.1 GENERAL

A. Conform with all applicable local, state, & national codes and regulations.

B. Coordinate work with all other trades especially the general contractor.

C. All work is to be completed by trained personnel.

D. Utilize balanced audio connections over unbalanced when equipment allows.

E. Ground line-level shielded cable at the sending end only.

F. Install equipment, panels, and racks neatly, and free of dust and debris.

G. Leave site clean after each day during installation and testing.

H. Have all rigging drawings reviewed and stamped by a licensed structural engineer.

I. Ensure all wireless devices function on separate frequencies and resolve any problems with area

interference.

3.2 MECHANICAL

A. Permanently mount all equipment unless otherwise noted.

B. Keep ventilation accessible for all equipment racks allowing for internal temperature to remain

below 90 degrees F. Supply approved low noise ventilation fans for racks where temperatures

are greater than 90 degrees F after 5 hous of continuous power.

C. Amplifier racks shall use active cooling methods to maintain an internal temperature of 90

degrees.

D. Provide rubber grommets for all pass-through holes used for cabling.

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 810-010-039 INTEGRATED AUDIO VIDEO SYSTEMS & EQUIPMENT 27 41 16 - 13

E. Equipment shall be free of any nicks, scratches, or rust spots.

F. Grounding conductors and wires are to make contact with unpainted or uncovered metal

providing best mechanical connection possible.

3.3 WIRING

A. Coordinate power connections with electrical contractor and notify Architect/Engineer of

inadequate power distribution for AV equipment.

B. Provide copper bus bar in each equipment rack for connecting main isolated ground wire. Route

receptacle grounds within rack to this bus bar.

C. Use proper technicques when terminating wires with connections. If solder practice is used

provide a solid, shiny, and mechanically sound connections. Allow no exposed conductor at

terminations.

D. For line-level wiring between equipment, connect the shield of the cable to the sending end

only. Receiving end will have a lifted shield.

E. Maintain proper bending radius for cable based on manufacturer's specifications.

F. If AV cabling must pass AC power runs, cross the two perpendicular to one another.

G. Wiring and connections are to be labeled neatly with labels visible. Provide black lettering on a

white background and coated with a clear shrink wrap material.

H. Unless noted in the construction documents or approved by Architetct/Engineer, splicing of

cables is not allowed.

I. Ensure all cables and connectors are wired with same polarity, including but not limited to

multiple speaker cables terminating in one NL connector.

J. When terminating cables behind a mounting plate, allow enough cable length for panel to be

removed and turned at least 90 degrees for maintenance.

K. Follow manufacturer's guidelines when pulling cable.

L. Provide cabling for all equipment. Provide sufficient cable length to allow proper support and

dressing of cable and proper terminations at the equipment locations indicating on the drawings.

Tie cable for suspended loudspeakers to structural elements to a point directly above the

loudspeaker locations. Coil the remaining cable neatly and support coils from structure.

M. Network Wiring:

1. Unless specifically called out or noted by equipment manufacturer, use Unshielded

Twisted Pair (UTP) cable for all date cable. Category 6 (CAT 6) cable is to be used

unless manufacturers recommend other. Category 6 (CAT 6) cable with shielded

connectors are required for all data connections.

2. Provide factory made data patch cables which has been certified by manufacturer.

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 810-010-039 INTEGRATED AUDIO VIDEO SYSTEMS & EQUIPMENT 27 41 16 - 14

3. Do not use plastic cable ties for network cable as they might pinch the cable jacket. Use

Velcro straps where needed.

4. Do not bundle UTP cables snuggly together. Allow cables to lay loose and randomly.

3.4 CONNECTIONS

A. Use rosin core solder for all connections requiring solder.

B. Proper tools, based on connection type and cabling, are to be used for all connections.

C. Where possible, use XLR, RJ-45 and BNC connectors allowing for a locking mechanism and

including a protective canon-style surround.

D. “Electrical” adhesive tape is not allowed in any part of the system.

E. Use of “turnaround” connectors are not allowed for permanent connections.

3.5 LABELING

A. Use plastic Lamicoid (or similar) labeling to identify equipment and connections in equipment

racks.

B. All labels are 1/8 inch height unless otherwise noted.

C. Label both ends of all cables installed in system. Provide information regarding where the cable

is connected to.

D. Provide black lettering on a white background for labels on cables, surrounded by a clear shrink

material.

E. For patchbay labels, include the panel, equipment, or rack name and location, as well as any

numbers associated with these devices.

3.6 TESTING OF SYSTEM AND EQUIPMENT UPON COMPLETION

A. Insure all power cords and receptacles are correctly connected prior to turning on system.

B. Fix any electrical problems within the AV scope of work, or notify Architect and Consultant of

problems outside of AV scope of work.

C. AV systems are to be free of hum, buzz, RF interference, ground loops, and distortion.

D. Test all equipment, connections and functionality of the audio systems, and confirm that

systems are in working order prior to Consultant’s checkout.

E. Perform full range frequency sweep listening for any rattling or loose equipment. Record and

then fix any problems found from test.

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GOVERNORS STATE UNIVERSITY APRIL 12, 2013

ENGBRETSON HALL RENOVATION ISSUED FOR BID

CDB 810-010-039 INTEGRATED AUDIO VIDEO SYSTEMS & EQUIPMENT 27 41 16 - 15

F. Check the polarity of all loudspeakers to insure proper installation and wiring.

G. Set gain beginning with the input devices and ending with amplifiers to produce comfortable

listening levels with faders set at 0 dB. Arrange gain setting to make appropriate use of level

indicators when signals are present on input or output channels.

H. Submit written notice of completion of work to Consultant after initial testing is complete.

3.7 CHECKOUT, ACCEPTANCE, AND COMPLETION

A. Schedule a time with Consultant to review and checkout the installed systems. At the time of

checkout, have all components of the system (inputs, signal processing, amplifications, controls,

video, etc.) in working order and technician on site for answering questions as needed.

B. Supply tools of installation including tools for testing continuity, polarity, repair of connections,

screwdrivers, wire stripper, flashlight, ladder, and others which may be needed during checkout.

C. Leave site clean of all debris, dust, and miscellaneous items from installation.

D. Complete punch list work in a timely manner after receiving Consultant’s checkout report and

punch list.

E. Upon completion of changes, schedule training session for staff and faculty members.

1. Demonstrate proper use of system from start up to shut down.

2. Provide beginner and advanced training in use of the presentation system, cinema system,

lecture capture, and board rood setup and all mobile equipment, video switcher, projector,

and other systems described in system user manual.

F. Attend the first two events where the new system is used, and provide suggestions or answer

questions to Using Agency after first two events with installed system.

1. Provide a “comment period” for the use of control systems for a minimum of 30 days

following the completion of commissioning and training, after which one-time updates to

the control systems program will be made to respond to user experience. This extends

only to functionality available within the control systems as specified and installed.

END OF SECTION 27 41 16