PROJECT MANUAL

MEN’S BASKETBALL LOCKER ROOM RENOVATIONS DUNN CENTER, ROOM 187

AUSTIN PEAY STATE UNIVERSITY CLARKSVILLE, TENNESSEE

PROJECT #373/060-01-AP18

OWNER AUSTIN PEAY STATE UNIVERSITY

601 COLLEGE STREET CLARKSVILLE, TN 37044

DESIGNER UNIVERSITY DESIGN AND CONSTRUCTION

AUSTIN PEAY STATE UNIVERSITY 317 COLLEGE STREET

CLARKSVILLE, TN 37044 (931) 221-6153

DIVISION 0 – TABLE OF CONTENTS

Men’s Basketball Locker Room Table of Contents, Page 1 of 1 Project Manual 373/060-01-AP18

TABLE OF CONTENTS

Division 0 – BIDDING & CONTRACT REQUIREMENTS

SECTION TITLE 00 01 10 Table of Contents Drawings 00 11 16.1 Invitation to Bid 00 21 13.1 Instructions to Bidders for Non-Delegated Projects 00 41 00 Bid Envelope Form 00 41 13.1 Bid Form – Stipulated Sum for Non-Delegated Projects 00 62 00.2 W-9 Request for Taxpayer Identification Number and Certification 00 63 25 Substitution Request Form 00 72 13.1 General Conditions of the Contract for Construction of Non-Delegated Projects Division 1 – GENERAL REQUIREMENTS 01 11 00 Summary of Work Division 2 – EXISTING CONDITIONS

02 41 19 Selective Demolition Division 6 – EXISTING CONDITIONS

06 42 19 Plastic Laminate Faced Wood Paneling Division 8 – OPENINGS 08 11 13 Hollow Metal Frames 08 14 16 Flush Wood Doors 08 71 00 Door Hardware Division 9 – FINISHES

09 29 00 Gypsum Board Assemblies 09 65 13.13 Resilient Base and Accessories 09 68 13 Tile Carpeting 09 91 23 Interior Painting

A-1

1

2

1

A-2

1 A-3

A-4

1 2

00 11 16 INVITATION TO BID

APSU University Design And Construction (UDC) APPENDIX 3, DIVISION 00 FORMS, Page 1 of Designers’ Manual V.02-2018

PROJECT NUMBER: PROJECT TITLE:

PROJECT LOCATION:

BRIEF PROJECT OVERVIEW:

Sealed Bids shall be mailed or delivered to APSU Procurement and Contract Services The Procurement office will serve as the presiding official at the bid opening, receive sealed bids, review bid envelopes, record the time and date of receipt, and maintain security of the bid envelope and its contents.

SCHEDULE OF EVENTS EVENT DATE TIME

BID INVITATION IS ISSUED PRE-BID CONFERENCE LOCATION:

DEADLINE FOR ALL WRITTEN QUESTIONS DEADLINE FOR RESPONSES AND ADDENDA (CONTRACTORS ARE RESPONSIBLE FOR OBTAINING ALL ADDENDA) BID DEADLINE/OPENING LOCATION:

505 York Street Clarksville, TN 37040

Phone: (931) 221-7032 Email: appurchasing@apsu.edu

ANTICIPATED CONTRACT AWARD

ANTICIPATED PRE-CONSTRUCTION MEETING

CONSTRUCTION DURATION

A. All bid questions shall be referred to the Designer in writing.Designer Name: Email:

B. Bidding Documents are located at the following location(s):

Pricing per set varies on selection.

C. See 00 21 13 Instructions to Bidders for detailed instructions on the completion of the bid forms.D. Bidders submitting bids equal to or greater than $25,000 in value are required to be licensed in accordance with

state law.

Men's Basketball Locker Room Renovation

Dunn Center, Rm. 187, APSUSelective demolition of door, pass-thru window, lavatories, carpeting, light fixtures. Construction ofpartition walls, doors, lavatories. Painting walls and ceiling, installation of epoxy coating. Installation ofcarpet and owner-supplied flooring.

August 15, 2018 4:30 PM

August 22, 2018 10:00 AM

August 23, 2018 4:30 PM

August 27, 2018 4:30 PM

August 29, 2018 2:00 PM

September 4, 2018September 5, 2018 TBD45 days after NTP $150/day Liquidated Damages

Philip Zoch appurchasing@apsu.edu

373/060-01-AP18

McReynolds Hall, Room 219

http://apsu.edu/procurement/bid-listings.php

http://www.apsu.edu/univ-design-and-construction/construction_bid_list.php

BID NUMBER: ____________________

00 11 16 INVITATION TO BID

APSU University Design And Construction (UDC) APPENDIX 3, DIVISION 00 FORMS, Page 2 of Designers’ Manual V.02-2018

E. If bid exceeds $100,000.00 a 5% Bid Security is required and payable to Austin Peay State University, in addition if bidder is selected, the bidder shall be prepared to submit a Contract Bond in the amount of 25% of thecontract amount.

F. The Owner reserves the right to waive informalities and to reject bids.G. INFORMATION AVAILABLE;

1. This section identifies information that was gathered solely for the use of the Designer, is not a BiddingDocument, but is available for review by Bidders.

2. The use and interpretation of this information is entirely the responsibility of the using party. The Owner isnot responsible for variations in the actual composition of existing materials. Bidders shall decide forthemselves the character of the material to be encountered.

3. Investigation Reports if available will be on file in the University Design & Construction office, a copy can beprovided to any Bidder of Record upon request.

4. An Asbestos investigation has hasn’t been performed at the project site to determine the presence and probable extent of asbestos in the existing building materials. Report if available, was obtained solely fordesign purposes and is not a part of the Contract Documents.

5. A Sub-surface investigation has hasn’t been performed at the project site. Report if available, wasobtained solely for design purposes and is not a part of the Contract Documents.

6. Additional Information provided:

H. ALTERNATES1. Section includes identification of each Alternate by number, and describes the basic changes to be

incorporated into the Work if a particular Alternate is made a part of the work by specific provisions inthe Agreement between the Owner and the Contractor.

2. Related sections are referenced in the definition of each Alternate.3. Coordination of related work and modifications to surrounding work as required to properly integrate

each Alternate, and to provide the complete construction required by the Contract Documents, is theresponsibility of the Contractor.

4. All applicable alternates are listed as follows:1.

2.

3.

4.

✔

✔

00 21 13.1 INSTRUCTIONS TO BIDDERS FOR NON-DELEGATED PROJECTS

APSU University Design And Construction (UDC) APPENDIX 3, DIVISION 00 FORMS, Page 1 of 4 Designers’ Manual V.02-2018

PART 1 – GENERAL

All interested Bidders shall email APSU Procurement and Contracting Services at appurchasing@apsu.edu and request to become a bidder of record in order to receive updates and any addenda issued.

All bidding documents will be located on the websites per the 00 11 16.1 Invitation to Bid form.

1.1 EXAMINATION A. Bidders shall carefully examine site and documents to obtain first-hand knowledge of existing conditions

and Work proposed prior to the Pre-Bid Conference.

1.2 QUESTIONS A. All bid questions shall be referred to Procurement and Contract Services in writing per 00 11 16.1

Invitation to Bid form.

B. Replies will be issued to Bidders of Record by addenda and will become part of the Contract Documents.

C. Questions must be received at least six calendar days before bid opening date. D. No addenda affecting pricing will be issued fewer than three working days before bid opening date.

1.3 BID SUBMITTALS A. 00 40 00 Bid Envelope Form

1. Completed form shall be securely attached to the face of manila envelope. 2. Per the Tennessee Code Annotated 62-6-119 (b) the name, license number, expiration date of the

license and license classification of the contractors applying to bid for the prime contract and, for the electrical, plumbing, heating, ventilation and air conditioning contracts shall appear on the outside of the envelope containing the bid except when the bid is in an amount less than twenty-five thousand dollars ($25,000). When the bid is less than twenty-five thousand dollars ($25,000), the name of the contractor only may appear on the outside of the envelope containing the bid; and upon opening the envelope, if the bid is in excess of twenty-five thousand dollars ($25,000), the bid shall automatically be disqualified. Only one (1) contractor in each classification may be listed.

3. Prime contractor bidders who are to perform the electrical, plumbing, heating, ventilation and air conditioning or the geothermal heating and cooling must be so designated upon the outside of the envelope.

4. If no work is required in a category, write “N/R” (None required) or “N/A” (Not Applicable) in space provided for subcontractor(s).

B. 00 41 13 Bid Form 1. Unit Prices solicited on the Bid Form and in any subsequent Modification shall be "net." The term

"net" means that the Unit Prices offered by the Contractor and accepted by the Owner shall be inclusive of all sums for payment, repayment, reimbursement, remittance, remuneration, compensation, profit, cost, overhead, expense, loss, expenditure, allowance, charge, demand, hire, wages, salary, tax, cash, assessment, price, money, bill, statement, dues, recovery, restitution, benefit, recoupment, exaction or injury.

2. If a Bidder chooses not to bid an Alternate, Unit Price, or Base Bid in a multiple Base Bid project, write "No Bid" in the space. To indicate availability of an Add Alternate at no additional charge, write "No Charge" in the space. Additional stipulations or qualifications on Bid Form may cause bid to be rejected.

3. Bid Form shall be signed by person or persons legally authorized to bind Bidder to contract. C. Bidders are solely responsible for ensuring that bids are received by the time and at the place identified

00 21 13.1 INSTRUCTIONS TO BIDDERS FOR NON-DELEGATED PROJECTS

APSU University Design And Construction (UDC) APPENDIX 3, DIVISION 00 FORMS, Page 2 of 4 Designers’ Manual V.02-2018

for receipt of bids. Bids received late will be returned unopened. D. Bids sent by mail shall be enclosed in an envelope clearly marked "Bid Envelope Enclosed". E. Failure to completely fill out Bid Form may cause bid to be rejected. F. Each Bidder shall be prepared, if requested by Owner or Designer, to present, evidence of experience,

qualifications, and financial ability to carry out the terms of the contract.

1.4 SUBSTITUTION REQUESTS A. Substitution requests must be submitted by Bidders and received by the Designer no later than ten

calendar days before date set to receive bids. However, regardless of the date received, consideration of substitution requests is not an obligation of the Designer or Owner and the Designer will determine if sufficient time is available for evaluation of the request.

B. Substitution requests must contain at minimum the following: 1. A completed Substitution Request Form 01 62 32, samples, 2. Material Safety Data Sheets (MSDS), 3. A list showing names of proposed manufacturers for each specified product and names of each

applicable installer, whether Bidder or subcontractor, 4. An estimate of difference in cost as required for Designer’s consideration.

C. Substitution requests after contract award shall be permitted in accordance with 00 72 13 APSU General Conditions of the Contract.

D. Acceptable substitutions will be identified in addenda. E. Bidders submitting bids in reliance upon a substitution when the substitution has not been approved prior

to bidding do so at their own risk.

1.5 LICENSING AND QUALIFICATIONS A. Bidders shall comply with and be licensed per the Tennessee Code Annotated Section 62-6-112, License

classifications -- Specialty classifications -- Contractor's authority to bid and contract. B. Bidders are required by the Tennessee Code Annotated section 50-9-114 (a) (3), et seq to submit an

affidavit as part of their bid, that attests that they operate a drug-free workplace program or other drug or alcohol testing program with requirements at least as stringent as that of the program operated by the governmental entity.

C. Bidders shall not include a contractor or subcontractor that is disqualified from participating in State construction projects under the supervision of the State Building Commission.

D. A contractor who contracts, offers to engage, bids or obtains a permit without the required license or proper classification and monetary limit, is in violation of T.C.A. §62-6-120. Therefore, Contractor would be ineligible to be awarded the project; cannot participate in any rebidding of the project; may not receive a license for six (6) months; and also subject to civil penalties. A prime contractor who lists a subcontractor not properly licensed as required would not be allowed to be awarded the project and also in violation for accepting bid.

E. For detailed License & Bidding requirements issued by the TN Dept. of Commerce & Insurance Board for Licensing Contractors go to the following link:

https://www.tn.gov/content/dam/tn/commerce/documents/regboards/contractors/forms/ContBiddingInformation_001.pdf and https://www.tn.gov/commerce/regboards/contractors/licenses.html

1.6 INSURANCE REQUIREMENTS A. All Bidders are required to carry the following insurance policies at time of bid and will be required to

submit certificates as a part of the Contracting process if awarded. The Certificate shall contain the following express obligation:

00 21 13.1 INSTRUCTIONS TO BIDDERS FOR NON-DELEGATED PROJECTS

APSU University Design And Construction (UDC) APPENDIX 3, DIVISION 00 FORMS, Page 3 of 4 Designers’ Manual V.02-2018

"This is to Certify that the policies of Insurance described herein have been issued to the insured to whom this Certificate is executed and are in force at this time. In the event of cancellation or material change in a policy affecting the Certificate holder, thirty (30) days prior written notice will be given the Certificate holder." For the purposes of the contract, the contractor shall carry the following types of insurance in at least the limits specified below:

COVERAGE LIMITS OF LIABILITY

Workers' Compensation Statutory

Employer's Liability Product Liability Bodily Injury Liability Except Automobile Property Damage Liability Except Automobile Bodily Injury Liability Automobile Property Damage Liability Excess Umbrella Liability

) ) ) ) )

As Required by Excess Umbrella Liability Policy for Underlying Coverage $1,000,000 Each Occurrence

1.7 MODIFICATION AND WITHDRAWAL PRIOR TO CLOSE OF BIDDING A. Modification: Bids, once submitted, may be modified before the scheduled opening time only upon

receipt of a written modification signed by an authorized representative of the Bidder. Modification to a bid may be made as an “Add” or “Deduct” only. Modification to bid may be written on the Bid Envelope with the signature of an authorized representative of the Bidder also written on the Bid Envelope. Modification shall indicate only the amount of change, clearly identified as an “Add” or “Deduct”, and not indicate either the prior or resulting bid amount.

B. Withdrawal: Bids, once submitted, may be withdrawn before the scheduled opening time only upon receipt of a written withdrawal request signed by an authorized representative of the Bidder.

1.8 POST-BID WITHDRAWAL OF BID FROM CONSIDERATION DUE TO MISTAKE A. Request to withdraw bid due to mistake must be in writing to Owner, delivered in person or postmarked

certified or registered mail not later than twenty-four hours after the time fixed for receipt and opening of bids. Request shall acknowledge that bidder refuses to enter into contract based on bid and intends to submit original work papers, documents, and materials used in preparation of the bid in like manner within five working days following date of bid opening.

1.9 CONSIDERATION OF BIDS A. To be considered, bids shall be made in accordance with these Instructions to Bidders. Failure to comply

with these requirements may cause bid to be rejected. B. The Owner reserves right to: reject Unit Prices proposed in a bid without invalidating other portions of

bid; reject a bid which does not provide all required Unit Prices; waive informalities; and, reject any or all bids.

C. It is Owner's intent to award contract, or multiple contracts in the case of multiple base bids, based upon lowest evaluated responsive bid submitted by responsible Bidder for Base Bid plus Alternates (if any) taken in order up to, but not to exceed the Bid Target.

D. If the Base Bid of all bidders exceeds the established Bid Target, the low Bidder is determined by the lowest Base Bid submitted by a responsible Bidder irrespective of any Alternates (if any) bid.

E. Alternates may be accepted or rejected at Owner's discretion, provided that final combination of Base Bid and accepted Alternates does not change low Bidder as established by above method.

F. In the event of tie bids, preference will be given to in-State bidder over out-of-State bidder; and, if a tie

00 21 13.1 INSTRUCTIONS TO BIDDERS FOR NON-DELEGATED PROJECTS

APSU University Design And Construction (UDC) APPENDIX 3, DIVISION 00 FORMS, Page 4 of 4 Designers’ Manual V.02-2018

still exists, successful Bidder will be determined by chance, e.g. a coin toss. G. In the case of a multiple Base Bid, Owner may award a combined contract for the Work of more than one

Base Bid if the same Bidder is the successful low Bidder on each.

1.10 POST-BID INFORMATION A. Presentation of Agreement form by Owner to Bidder for signature does not constitute award of Contract.

Contract shall not be considered awarded until Bidder has received a fully executed Agreement. B. If a Bidder is presented the written Agreement form for signing, then that Bidder shall deliver to the

Owner, within fourteen calendar days after presentation, the required number of counterparts of the signed Agreement Form, completed 00 61 13 Contract Bond form in an amount equal to one hundred percent (100%) of the Contract Sum, Roof Bond (if required) in an amount stipulated on the Bid Form, and certificates of insurance.

C. Failure of the Bidder to return the Agreement as stipulated above shall entitle the Owner to require forfeiture of Bid Security and to proceed with award to the next lowest responsive Bidder.

1.11 DIVERSITY PARTICIPATION A. It is the express desire of Austin Peay State University and the State Building Commission to include an

emphasis on diversity in its contractual relationships with contractors for the construction, demolition or renovation of State projects under jurisdiction of the Commission. The Commission acknowledges that firms who demonstrate and embrace diversity within their programs and policies are assisting the State in achieving its goals in building a more reflective marketplace of the community within this State.

B. It is a requirement of all successful Bidders or proposers on projects under the jurisdiction of the State Building Commission that they report to the State the names and amounts of contracts entered into with diversity-owned businesses on their contract with the State in order for the State to collect data on such participation.

END OF SECTION

APSUUniversityDesignAndConstruction(UDC) APPENDIX3,DIVISION00FORMS,Page1of1Designers’Manual V.01-2018

00 41 00 Bid Envelope Form to the

STATE OF TENNESSEE and

FOR Project No.:

Project Title:

Project Location:

Project Manager:

Designer(s): Bid deadline: Time: Date:

ThisBidEnvelopeapprovedforpublicopeningAPSU Procurement & Contracting Services

A n y b l a n k s p a c e s m a y c a u s e b i d t o b e u n a c c e p t a b l e a n d r e j e c t e d .

Bidder Identification: Bidder Name

Address

Tennessee Contractor License information: Provide complete information if licensed, or check here if Bidder unlicensed.

License Number

License Classification applicable to Project

License expiration date $( ) Dollar Limit

If work is required for trades listed below, list subcontractor(s) that will perform that work. If Bidder will perform that work with Bidder's own forces, fill in Bidder’s name as subcontractor. If there is no work in a category, write "None Required" in the space. If acceptance of alternate or combination of alternates changes subcontractor, so indicate. Provide state contractor license number, expiration date, and applicable classifications for bidder and listed subcontractors. If value of subcontractor’s work is such that no license is required, and subcontractor is unlicensed, fill in “N/A” in the license number column, but still fill in name. Provide all names in the same style as used for licensing and other legal transactions, without embellishment.

Subcontractors to be used on this Project: Provide the following information for each listed subcontractor:

Name LicenseNumber Expires ClassificationElectricalPlumbingHVACGeothermalMasonryRoofing

00 41 13.1 BID FORM - STIPULATED SUM FOR NON-DELEGATED PROJECTS

APSU University Design And Construction (UDC) APPENDIX 3 DIVISION 00 FORMS, Page 1 of 3 Designers’ Manual V.01-2018

TO: DATE: APSU Procurement and Contract Services 505 York St. Clarksville, TN 37044 Phone: (931) 221-7032 Web: http://www.apsu.edu/procurement/index.php Email: appurchasing@apsu.edu FROM:

BIDDER’S NAME:

BIDDER’S ADDRESS:

FOR:

PROJECT NUMBER:

PROJECT TITLE:

The Bidder hereby acknowledges, attests, certifies, warrants, and assures that:

1. Bidder has received, read and understands the Bidding Documents and this bid is made in accordance therewith. Failure to complete this Bid Form, provide required attachments, or comply otherwise with instructions to Bidders, may be cause for rejection of bid.

2. Bidder has visited the site and become familiar with the local conditions under which the work is to be performed, and has correlated all observations with the requirements of the Bidding Documents.

3. Contractors and Subcontractors that have been disqualified from participating in State projects have not been included in this bid and will not be allowed to perform work under this contract.

4. Bidder shall not knowingly utilize the services of an illegal immigrant in the performance of this Contract and shall not knowingly utilize the services of any subcontractor or consultant who will utilize the services of an illegal immigrant in the performance of this Contract.

5. If Bid has exceeded $100,000.00 the required Bid Security, in the amount of five percent (5%) of the total amount of bid, including alternates, is attached hereto.

6. The person who signs this bid on behalf of the Bidder is legally empowered to bind the Bidder to a Contract. 7. Neither the Bidder nor Subcontractors in the performance of this Contract will utilize materials, procedures

or processes that knowingly or intentionally containing Hazardous materials as defined in the Resource Conservation and Recovery Act of 1976 (RCRA), the Comprehensive Environmental Response, Compensation, and Liability Act of 1980 (CERCLA), or Environmental Protection Agency (EPA) regulations, rules, or requirements, as amended, and/or State and local regulations, rules, or requirements that are equivalent or more stringent than the Federal regulations to include, but are not limited to, products such as asbestos, lead, and other materials that have proven to cause a health risk by their presence.

8. Iran Divestment Act. The Contractor certifies, under penalty of perjury, that to the best of its Knowledge and belief the Contractor is not on the list created pursuant to Tenn. Code Ann. § 12-12-106. The Contractor further certifies that it shall not utilize any subcontractor that is on the list created pursuant to Tenn. Code Ann. § 12-12-106.

00 41 13.1 BID FORM - STIPULATED SUM FOR NON-DELEGATED PROJECTS

APSU University Design And Construction (UDC) APPENDIX 3 DIVISION 00 FORMS, Page 2 of 3 Designers’ Manual V.01-2018

9. The Bidder and/or any of the Bidder’s employees, agents, independent contractors and/or proposed Subcontractors have been convicted of, pled guilty to, or pled no contest to any contract crime involving a public contract.

Yes N o

10. The Bidder is a “Certified Diversity or Disadvantaged Business Enterprise,” Women Owned, Minority Owned, or Small Business, per TCA. § 12-3-801- 808. If “Yes”, then indicate the applicable status and name the Certifying Agency below. If “No”, Indicate “N/A”.

Status: Certifying Agency:

11. Bidder has received the following addenda:

Addendum No. Dated:

Addendum No. Dated:

Addendum No. Dated:

Addendum No. Dated:

12. Bidder understands and agrees that the lump sum bid price includes all taxes such as sales, use, excise, licenses, etc., now or hereafter imposed by Federal, State or other government agencies upon the equipment, labor and materials specified, and that all said taxes shall be paid by the Contractor.

13. This Bidder agrees to:

A. Honor this bid for a period of sixty (60) days following the date of the scheduled opening of bids.

B. Enter into and execute a contract, if presented on the basis of this bid, and to furnish certificates(s) of insurance, bond(s), and other documents related to the contract as required by the Bidding Documents.

C. Accomplish the Work in accordance with the Contract Documents.

D. Achieve Substantial Completion of the Work in accordance with the number of calendar days Contract Time set forth, allotted from and including the date stipulated in the Notice to Proceed; and, accept the conditions for Liquidated Damages in the amount set forth per calendar day.

Phase Commencement Contract Time Liq. Damages

ALL Notice to Proceed for All Work 30

$ 50.00 Per Day

E. Subject to Owner acceptance, the Proposed Unit Prices are attached for inclusion in the Agreement.

F. Complete the Work of this project for the lump sum of (in both words and figures):

BASE BID: and /100ths Dollars

$

00 41 13.1 BID FORM - STIPULATED SUM FOR NON-DELEGATED PROJECTS

APSU University Design And Construction (UDC) APPENDIX 3 DIVISION 00 FORMS, Page 3 of 3 Designers’ Manual V.01-2018

This bid is submitted by:

Authorized Signature:

Print Name and Title:

On Behalf of:

Bidder Name:

Bidder's Address:

Bidder's Phone:

Bidder's Fax:

Bidder's Email:

END OF SECTION

00 72 13.1 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION

OF NON-DELEGATED PROJECTS

University Design And Construction (UDC) APPENDIX 3, GENERAL CONDITIONS-Non Delegated, Page 1 of 8 Designers’ Manual V.01-2018

PART 1 – GENERAL

1.1. INFORMATION AND STANDARDS A. The Contract Documents are enumerated in the Agreement between the Owner and Contractor

(hereinafter the Agreement) and consist of the Agreement, Conditions of the Contract, Drawings, Specifications, Addenda issued prior to execution of the Contract, other documents listed in the Agreement and Modifications issued after execution of the Contract. A Modification is (1) a written amendment to the Contract signed by both parties, (2) a Change Order, or (3) a Construction Change Directive.

B. The Owner is the University as such in the Agreement and is referred to throughout the Contract Documents. The Project Manager and the University Design and Construction (UDC) Department are assigned by the Owner, designated and authorized, to be responsible for the overall management and oversight of the Project, and to represent the University.

C. The Contractor shall provide the Project Manager and if Applicable, the Designer access to the Work

in preparation and progress wherever located.

D. All work shall be performed during regular University working hours; approximately 8 a.m. to 4 p.m.,

Monday through Friday - scheduled holidays excluded unless SPECIFICATIONS provide for deviation

or such deviation is required to expedite a particular project and is approved by UDC.

E. Contractor shall complete the 01 31 10 APSU Key Request form, obtain signature from Project

Manager and submit form to the Office of Operations Management, 136 Shasteen at least 24 hours

prior to borrowing keys. Contractor shall return borrowed keys prior to turnover to owner.

F. In performing the Work, the Contractor must employ such methods or means as will not cause any

interruption of or interference with the Work of any other Contractor, nor any inordinate disruption

with the normal routine of the institution.

G. The Contractor shall confine operations at the site to areas permitted by applicable laws, statutes,

ordinances, codes, rules and regulations, and lawful orders of public authorities and shall not

unreasonably encumber the site with materials or equipment.

H. Contractor shall remove and keep surrounding areas clear of all rubbish, trash and debris. Remove

any stains, spots and marks from all surfaces.

I. Contractor shall provide guards, lights or other necessary safeguards for the protection of the public,

students and property. The safeguards during construction shall be in conformance with local, state

and national codes as applicable. Contractor is responsible for disposal of such scrap as may

accumulate during process of work unless otherwise noted.

J. It will be contractor's responsibility to repair all damage caused by them and/or their Subcontractors,

all such work will restore the areas to the same condition they were prior to the start of work.

1.2. PRE-CONSTRUCTION MEETING A. A pre-construction conference shall be arranged with the Project Manager or if applicable, the

Designer at which time all instructions and conditions will be reviewed and agreed upon. B. The contractor shall contact the owner before commencing this project and shall closely coordinate

and schedule all activities with the Project Manager. C. All work to be done in accordance with plans and specifications provided to Contractor.

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OF NON-DELEGATED PROJECTS

University Design And Construction (UDC) APPENDIX 3, GENERAL CONDITIONS-Non Delegated, Page 2 of 8 Designers’ Manual V.01-2018

1.3. PARKING A. When working on Campus Contractors shall park in the following areas:

1. Within boundaries of construction site as indicated on the construction documents. 2. During fall and spring semesters, when classes are in session, Parking Services will issue

parking passes for the Parham Lot at the corner of Farris Street and Parham Drive. 3. During summer and Christmas breaks, UDC may assign parking in designated areas near the

work site on a case by case basis. 4. A limited number of parking passes may be issued for superintendents and others as

determined by UDC. 5. When doing work at Austin Peay Center @ Fort Campbell, Highland Crestor Environmental

Education Center, coordinate parking with UDC and the on- site Facilities Manager. B. Contractors shall not block roads, emergency access lanes, loading zones, parking lots, or other areas

that interfere with vehicular of pedestrian traffic without prior written authorization from UDC.

Contractors shall notify UDC at least 3 working days prior to closure.

C. Whenever the work affects public or pedestrian traffic, Contractor shall install and maintain traffic

control devices or utilize flagmen as deemed necessary by the authority having jurisdiction.

D. Contractor shall have the responsibility to barricade lay-down and parking areas.

1.4. CONTRACT BOND A. Contracts awarded from $10,000.00 to $99,999.99 require a bond for twenty five percent (25%) of

the contract amount, Contract shall use the 00 61 13 Contract Bond form on the University Design and Construction website under Appendix 3. Document will be required at the time of Contract Award.

B. The surety company issuing the bond shall be licensed to do business in the State of Tennessee. The Attorney-in-fact who executes the bond on behalf of the surety shall be a resident of the State of Tennessee, and shall attach to the bond a certified and current copy of his power of attorney.

C. In lieu of the bonds specified above; cash, certified checks, United States treasury bonds, United States treasury notes, United States treasury bills, obligation bonds of the State of Tennessee, assigned nontransferable certificates of deposit and irrevocable letters of credit may be substituted for said bonds.

1.5. PROGRESS MEETINGS

A. Progress Meetings will be scheduled and conducted when deemed advisable by the Project Manager or if applicable by the Designer.

B. If Applicable, the Designer will provide Owner and Contractor with revised meeting agendas prior to meeting and shall be responsible for recording and distributing meeting minutes to the Owner and Contractor within five calendar days after each Progress meeting.

C. The Contractor shall arrange for the following participants in Progress Meetings: 1. The Contractor’s representative having authority to sign Change Orders, and 2. Others, as appropriate.

1.6. TRANSPORTATION, HANDLING, STORAGE AND PROTECTION

A. Contractor shall ensure materials, products and equipment are properly containerized, packaged, boxed and protected to prevent damage.

B. Contractor shall provide suitable temporary weather tight storage facilities as may be required for materials that will be damaged by storage in the open.

00 72 13.1 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION

OF NON-DELEGATED PROJECTS

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C. All deliveries shall be made to the Contractor’s work site or home office. The University will not receive deliveries or store materials for Contractors. All deliveries will be refused and returned to the courier.

D. Additional off-site storage space shall be approved by the Project Manager and if applicable, the Designer the acquisition of space and shall be the responsibility of the Contractor.

E. Any Contractor or Subcontractor involved in the use of materials for any purpose other than that for which it has been designated forfeits all rights to payment for materials stored off-site.

F. The risk and responsibility for the safe keeping of materials stored off-site and in transit rests with the Contractor, Subcontractors, and Surety.

1.7. SUBSTITUTIONS

A. If Contractor desires to use another material, equipment, or system in lieu thereof, Contractor shall submit to Designer, if Applicable or Project Manager a completed Substitution Request Form 01 62 32, samples, Material Safety Data Sheets (MSDS), a list showing names of proposed manufacturers for each specified product and names of each applicable installer whether by Contractor or subcontractor, and an estimate of difference in cost as required for consideration.

B. When making requests for substitutions, Contractor assumes the following responsibilities: 1. To have personally investigated the proposed substitute product and determined it is equal

or superior in all respects to that specified; 2. To provide the same warranty for substitute that Contractor would for that specified; 3. To provide complete cost data and waive all claims for additional costs related to substitution

which subsequently become apparent; and 4. To coordinate installation of the accepted substitute, making such changes as may be required

for Work to be complete in all respects. 5. That materials and products proposed for substitution comply with RCRA, CERCLA, and EPA

requirements, and supply chemical constituent information and/or Material Safety Data Sheets (MSDS).

C. UDC reserves the right to disallow substitutions. D. Contractor assumes risks associated with possible rejection of proposals for substitution submitted.

1.8. CLAIMS FOR ADDITIONAL COST A. Contractor shall Itemize cost by the work to be completed by whom, what material, equipment

required, labor, overhead, and profit factors for Contractor, Subcontractors, and Sub-subcontractors. All documents shall be submitted to the Project Manager or if applicable, the Designer.

B. In addition to Sub-Contractor quotes, Material quotes, Contractor shall include Product specs and shop drawings or sketches related to claim, as deemed necessary by the Project Manager or Designer.

C. The Project Manager and If applicable, the Designer shall review, approve or reject all claims within 7 calendar days of submission.

1.9. CLAIMS FOR ADDITIONAL TIME A. Contractor shall submit in writing to the Project Manager or if applicable, the Designer a descriptive

list of reasons for the change and effect of the change on the construction schedule, and attach a revised Progress Schedule, if requested.

B. Contract Time Extension Claim, if approved the Project Manager will process a Change Order for such reasonable time, but Contractor shall not be entitled to any increase in the Contract Price or to damages or additional compensation as a consequence of such delay or interference unless Claim for Additional Cost has been submitted and approved by Project Manager and if applicable, the Designer.

C. No allowance for an extension of time for any cause whatsoever shall be claimed by, or granted to

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Contractor unless Contractor shall have made written request within the time periods and in the manner set forth in the Contract Documents.

1.10. CHANGE ORDER AND CONSTRUCTION CHANGE DIRECTIVE FORMS

A. If claims and/or Modifications are approved, the Project Manager or if applicable, the Designer shall complete the following:

1. A 01 26 55 Change Modification Request Form, Excel file providing Itemized Justifications, causes for approved claims/changes, provide a listing of all prior change order data, a complete description of change in Work, Contract Sum and Contract Time and reference attachment(s),

2. Contractor/Subcontractor submittals, sketches and/or drawings if applicable, 3. Copy of each RFP and (3) a letter of recommendation.

B. UDC will produce the 01 26 57 Form for Amendment, Change Order or Directive for all approved change requests. Form exhibited in Appendix 3.

C. If required by the Office of the State Architect, UDC will also produce the 01 26 63 OSA Change Order Summary Report as exhibited in Appendix 3.

D. Signatures: 1. 01 26 57 Form for Amendment, Change Order or Directive shall be signed by authorized

representatives of each of the entities required. 2. Change Orders will be signed by UDC and Designer, if applicable before being issued to

Contractor. 3. Contractor shall sign acceptable proposed Change Orders, or refuse to sign if in disagreement,

then shall retain one (1) counterpart and return other counterparts to the Project Manager or if applicable, the Designer.

1.11. APPLICATIONS FOR PAYMENT

A. Contractor shall submit one copy of Application for payment to Project Manager or if applicable, the Designer at the Construction Progress meetings or via Email.

B. Each copy shall have required attachments: 1. If applicable, inventory of on-site storage on hand at the end of the billing period, and support

any new additions to such inventories by copies of a vendor's invoices that would set forth quantities and price substantiating the Contractor's right to payment.

2. Current Progress Schedule, if requested by Project Manager. 3. Any additional Owner requirements stated throughout Contract Documents or as required

from APSU, OSA, F & A, or any other State of Tennessee agent.

1.12. PUNCH LIST & CLOSE OUT A. When Contractor considers Work to be substantially complete, Contractor shall notify Project

Manager or if applicable, the Designer in writing. B. Project Manager or if Applicable, the Designer will compile a list of items to be completed or corrected

and dates required for completion. C. If applicable, Contractor will provide a 01 79 25 Demonstration and Training Verification Form

providing that the Facility Maintenance Personnel have been trained or a written assertion that such orientation and training will be certified prior to inspection.

D. When a Use and Occupancy Permit applies, Contractor shall submit a copy of the final approval(s), or written assertion that they will be complete and available prior to inspection.

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E. Should the Project Manager or if applicable, the Designer perform re-inspections due to failure of the Work to comply with claims of status of completion made by the Contractor, the Owner may deduct the cost incurred resulting from such re-inspections from any sum due the Contractor.

F. When the Work or designated portion thereof is substantially complete, the Project Manager or if applicable, the Designer will prepare the 01 65 16 Certificate of Substantial Completion form that shall establish the date of Substantial Completion, establish responsibilities of the Owner and Contractor for security, maintenance, heat, utilities, damage to the Work and insurance, and shall fix the time within which the Contractor shall finish all items on the list accompanying the Certificate.

G. Warranties required by the Contract Documents shall commence on the date of Substantial Completion of the Work or designated portion thereof unless otherwise provided in the Certificate of Substantial Completion.

H. Contractor shall also provide a final application for payment corresponding to the substantial completion at the inspection.

1.13. SAFETY STANDARDS

A. The contractor is required to comply with the Tennessee occupational safety standards and all other applicable national, state and local safety codes.

1.14. FEES & PERMITS A. Fees and permits required by the state, county or city, as applicable, for the work done by the

Contractor shall be secured and such fees and cost paid by the contractor.

1.15. MATERIAL A. For equipment furnished by Owner to be installed by Contractor, the Contractor shall use

manufacturer’s current detail drawings, as approved and provided by UDC, to establish roughing-in dimensions, size of and location of service.

B. In case of conflict, the equipment detail drawings and dimensions shall be used, except where aesthetic or structural considerations make an adjustment necessary.

C. All equipment, materials and articles incorporated in the Work are to be new and of the best grade of their respective kinds for the purposes. Wherever in the Contract Documents a particular brand, make of material, device, or equipment is shown or specified, the first manufacturer listed in the specification section is to be regarded as the standard.

D. All products and systems supplied to the State as a result of a purchase by a Contractor shall be certified that, there are no materials that are classified as hazardous materials being used within the assembly as currently defined in the Resource Conservation and Recovery Act of 1976 (RCRA), the Comprehensive Environmental Response, Compensation, and Liability Act of 1980 (CERCLA), or Environmental Protection Agency (EPA) regulations, rules, or requirements, as amended, and/or State and local regulations, rules, or requirements that are equivalent or more stringent than the Federal regulations, rules. Hazardous materials include, but are not limited to, products such as asbestos, lead, and other materials that have proven to cause a health risk by their presence.

1.16. FINAL PAYMENT A. The acceptance of final payment shall operate as a release to the owner of all claims and all liability

to the contractor. No payment, however, final or otherwise, shall operate to release the contractor or his sureties from any obligation under the Contract Bond.

1.17. WARRANTY

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A. Contractor shall warrant the general construction work to be free of defects in workmanship and materials for a period of one (1) year from date of occupancy by owner.

1.18. PROJECT UTILITIES/DIGGING A. The University shall furnish to the contractor without charge, as needed, any steam, electricity, water,

or gas. B. Digging shall not occur until, the Contractor has notified and received approval from Tennessee811. C. The term "utility lines" shall be understood to include but not be limited to: water lines, gas lines,

sanitary sewers, storm sewers, electric power lines, communication lines and appurtenances such as manholes, catch basins, fire hydrants, valves, junction boxes and switches.

D. The Contractor shall furnish and install all temporary piping and wiring and meters that may be required for the use of water and electric power, for construction purposes, and, upon completion of work, remove all temporary piping and wiring. Temporary utility lines are not specifically shown on the drawings but shall be routed as required by conditions at the site.

E. Known existing utility lines that are to remain permanently or temporarily in service shall be carefully protected from damage or dislocation and any damage to these lines shall be repaired at no additional cost to the Owner.

F. Unknown underground utility lines: 1. In performing the Work, it is possible that unknown underground utility lines may be

encountered. Such lines may be lines that have been or will be abandoned, inactive lines that may be preserved for future use, or active lines that must be preserved and either relocated or replaced.

2. Should such unknown lines be encountered, immediately notify the Project Manager, who will examine the lines to determine whether they have been or will be abandoned, or shall be preserved.

3. If the unknown lines have been or may be abandoned, remove them to the extent necessary, as determined by the Project Manager. If it is found desirable or necessary to preserve the lines, they shall be capped off, relocated or replaced, as directed by the Project Manager or if applicable, the Designer.

4. Should relocation or replacement of unknown underground utility lines be required the Contract Conditions regarding Changes in the Work shall apply.

G. Equipment requiring a service connection from a utility supply such as electricity, steam, water, gas, etc. shall have the characteristics of the utility service required by the equipment confirmed prior to installation and purchase of the equipment.

1.19. ONE-YEAR INSPECTION A. An inspection of the Work will be scheduled by the Project Manager and conducted at the project site

prior to one year from the date Substantial Completion was achieved. B. The Contractor shall provide a representative for the inspection. The Project Manager and if

applicable, the Designer will also attend. C. The inspection is intended to facilitate communication to the Contractor of outstanding corrections

required in accordance with the Contract Conditions regarding Correction of Work. D. The inspection shall include confirmation of non-conforming items previously identified by the Project

Manager or if applicable, the Designer and determine the status of such items.

1.20. USE OF OTHER CONTRACTORS

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A. The University reserves the right to award to more than one contractor in the event that more jobs are required for simultaneous work than can be promptly performed by one contractor.

B. The University reserves the right to approve all subcontractors used under this contract arrangement. Upon request, the subcontractor may be asked to furnish satisfactory evidence as to ability, experience and financial resources.

1.21. TERMINATION OF CONTRACT A. The contract may be terminated by the University at its option in the event of inability of the

contractor to perform the work required, or to provide adequate progress toward completion of the required work, or due to the lack of available funds.

1.22. PROHIBITION OF ILLEGAL IMMIGRANTS A. The requirements of Public Acts of 2006, Chapter umber 878, of the State of Tennessee, addressing

the use of illee.al immigrants in the performance of any contract to supply goods or services to the tale of Tennessee, shall be a material provision of this Contract, a breach of which shall be grounds for monetary and other penalties, including termination of this Contract.

B. The Contractor by entering into this contract attests, certifies, warrants, and assures that the Contractor shall not knowingly utilize the services of an illegal immigrant in the performance of this Contract and shall not knowingly utilize the services of any subcontractor or consultant who will utilize the services of any illegal immigrant in the performance of this Contract. The on tractor shall reaffirm this attestation, in writing, by submitting to the Owner with each Application for Payment a completed and signed copy of the standard form provided in the on tract Documents entitled "Personnel Used in Contract Performance". Such attestations shall be maintained by the Contractor and made available to tale officials upon request.

C. Prior to the use of any Subcontractor in the performance of the Contract, and semi-annually thereafter, during the period of this Contract, the Contractor shall obtain and retain a current written attestation that the Subcontractor shall not knowingly utilize the services of an illegal immigrant to perform work relative to this Contract and shall not knowingly utilize the services of any Subcontractor who will utilize the services of an illegal immigrant to perform work relative to this Contract. Such attestation by subcontractors shall be maintained by the Contractor and made available to State officials upon request.

D. The Contractor shall maintain records for all personnel used in the performance of this Contract. Said records shall be subject to review and random inspection al any reasonable time upon reasonable notice by the late.

1.23. NON-DISCRIMINATION IN EMPLOYMENT A. Contractor shall not discriminate against any employee nor applicant for employment because of race,

creed, color, religion, sex, age, or national origin as defined in Tennessee Code Annotated (TCA) § 4-21-401, et seq, nor because of handicap, in accordance with TCA § 8-S0-103.

B. Contractor shall take affirmative action to ensure that applicant are employed, and that employees are treated during employment without regard to handicap, race, creed, color, religion, sex, age, or national origin, including but not limited to practices in recruitment, recruitment advertising, employment, selection for training or apprenticeship, rates of pay or other form of compensation, upgrading, demotion, transfer, layoff, or termination.

1.24. CONTRACTOR’S SCHEDULES

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A. The Contractor, promptly after being awarded the Contract, shall prepare and submit to the Project Manager and if applicable, the Designer a construction schedule for the Work.

B. The schedule shall not exceed time limits current under the Contract Documents, shall be revised at appropriate intervals of the Project, and shall provide for expeditious and practicable execution of the Work.

C. Schedule format shall at a minimum: 1. Outline the orderly progress of the Work as planned from the Notice to Proceed through

Substantial Completion on the contractually required date. 2. Categorize the Work by Phase (if applicable), major work area, and distinct trade or team, and

divide into activities of one month or less duration. 3. Identify projected monthly progress, points of 50% completion and Substantial Completion,

and other major milestones. 4. Communicate the Construction Schedule in a bar chart or critical path format. 5. Identify clearly the Project, Number and date of issuance or revision on each submitted

Construction Schedule. 6. Identify the actual progress through the period covered by the concurrent Application for

Payment. 7. Indicate the planned progress through Substantial Completion including extensions of time

made by Change Order. 8. If actual progress falls behind previous projections, indicate the recovery plan so that the

Work will be completed on time. D. The Contractor shall also prepare a submittal schedule, promptly after being awarded the Contract

and thereafter as necessary to maintain a current submittal schedule, and shall submit the schedule(s) for the Project Manager or if applicable, the Designer’s approval.

E. The submittal schedule shall (1) be coordinated with the construction schedule, and (2) allow the Project Manager or if applicable, the Designer reasonable time to review submittals.

F. If the Contractor fails to submit a submittal schedule, the Contractor shall not be entitled to any increase in Contract Sum or extension of Contract Time based on the time required for review of submittals.

G. Submittal Schedule format shall at a minimum: 1. Identify submittals to be made. 2. Show date for submission and date by which the Project Manager or if applicable, the

Designer should respond, allowing sufficient time for review. 3. Designer may require revision of the Submittals Schedule if times allotted for review are

insufficient. 4. Identify clearly the Project name and Number and formatted in a manner similar to the initial

Construction Schedule or make it a part of the initial Construction Schedule.

END OF SECTION

01 11 00 – SUMMARY OF WORK

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SECTION 01 11 00 – SUMMARY OF WORK

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Project information. 2. Work covered by Contract Documents. 3. Work under separate contracts. 4. Access to site. 5. Coordination with occupants. 6. Work restrictions. 7. Specification and drawing conventions.

1.2 PROJECT INFORMATION

A. Project Identification: 187 Men’s Basket Ball Locker Room

1. Project Location: Dunn, 1 Henry Street, Clarksville, TN 37044.

B. Owner: Austin Peay State University.

1. Owner's Representative: Philip Zoch

C. Architect: Marc Brunner.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work of Project is defined by the Contract Documents and consists of the following:

1. Selective demolition, construction of new walls, painting, installation of new doors, replacement of sinks, installation of owner-supplied athletic flooring, installation of contractor-supplied carpet tile, epoxying shower tile.

B. Type of Contract.

1. Project will be constructed under a single prime contract.

1.4 WORK UNDER SEPARATE CONTRACTS

A. General: Cooperate fully with separate contractors so work on those contracts may be carried out smoothly, without interfering with or delaying work under this Contract or other contracts. Coordinate the Work of this Contract with work performed under separate contracts.

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1.5 ACCESS TO SITE

A. General: Contractor shall have full use of Project site for construction operations during construction period. Contractor's use of Project site is limited only by Owner's right to perform work or to retain other contractors on portions of Project.

B. Use of Site: Limit use of Project site to areas within the Contract limits indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Driveways, Walkways and Entrances: Keep driveways, loading areas, and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

a. Schedule deliveries to minimize use of driveways and entrances by construction operations.

b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

C. Condition of Existing Building: Maintain portions of existing building affected by construction operations in a weathertight condition throughout construction period. Repair damage caused by construction operations.

1.6 COORDINATION WITH OCCUPANTS

A. Partial Owner Occupancy: Owner will occupy the premises during entire construction period, with the exception of areas under construction. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's operations. Maintain existing exits unless otherwise indicated.

1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner and authorities having jurisdiction.

2. Contractor may use designated toilet facilities.

3. The University shall furnish to the contractor without charge, as needed, any steam, electricity, water, gas utility. The contractor shall make connecting arrangements with the University Physical Plant and/or Office of Design & Construction. The contractor shall make all connections conforming to life safety, building codes, and any other relevant code. Contractor shall obtain and pay for any permitting/metering fees and be responsible for any inspections to the authority having jurisdiction. Contractor shall be responsible for disconnecting and restoring service connections to their original condition at the end of work.

4. Architect will prepare a Certificate of Substantial Completion for each specific portion of the Work to be occupied prior to Owner acceptance of the completed Work.

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5. On occupancy, Owner will assume responsibility for maintenance and custodial service for occupied portions of Work.

1.7 WORK RESTRICTIONS

A. Work Restrictions, General: Comply with restrictions on construction operations.

1. Comply with limitations on use of public streets and with other requirements of authorities having jurisdiction.

B. On-Site Work Hours: Limit work in the existing building to normal business working hours of 7:00 a.m. to 5:30 p.m., Monday through Friday, unless otherwise indicated.

C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated:

1. Notify Architect not less than two days in advance of proposed utility interruptions.

D. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption to Owner occupancy with Owner.

E. Controlled Substances: Use of tobacco products and other controlled substances on Project site is not permitted.

1.8 SPECIFICATION AND DRAWING CONVENTIONS

A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows:

1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

2. Specification requirements are to be performed by Contractor unless specifically stated otherwise.

B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.

C. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products:

1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections.

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PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 10 00

02 41 19 – SELECTIVE DEMOLITION

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SECTION 02 41 19 - SELECTIVE DEMOLITION

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Demolition and removal of selected portions of building or structure.

1.2 MATERIALS OWNERSHIP

A. Unless otherwise indicated, demolition waste becomes property of Contractor.

1.3 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.

B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical.

1. Before selective demolition, Owner will remove the following items:

a. Furnishings

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. 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.

1. Maintain fire-protection facilities in service during selective demolition operations.

G. Arrange selective demolition schedule so as not to interfere with Owner's operations.

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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. Standards: Comply with ASSE A10.6 and NFPA 241.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify that utilities and mechanical/electrical systems have been disconnected and capped before starting selective demolition operations.

B. Inventory and record the condition of items to be removed and salvaged.

3.2 PREPARATION

3.3 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS

A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and protect them against damage.

1. Arrange to shut off utilities with owner.

3.4 PROTECTION

A. Temporary Protection: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.

B. Temporary Shoring: Design, 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.

C. Remove temporary barricades and protections where hazards no longer exist.

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3.5 SELECTIVE DEMOLITION

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:

1. 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. Temporarily cover openings to remain.

2. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces.

3. 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.

4. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing.

5. Dispose of demolished items and materials promptly.

B. 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.

C. Removed and Reinstalled Items:

1. Clean and repair items to functional condition adequate for intended reuse. 2. Protect items from damage during transport and storage. 3. Reinstall items in locations indicated. Comply with installation requirements for

new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated.

D. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by Architect, items may be removed to a suitable, protected storage location during selective demolition and cleaned and reinstalled in their original locations after selective demolition operations are complete.

3.6 CLEANING

A. Remove demolition waste materials from Project site and dispose of them in an EPA-approved construction and demolition waste landfill acceptable to authorities having jurisdiction.

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.

B. Burning: Do not burn demolished materials.

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C. 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 02 41 19

06 42 19 – Plastic Laminate-Faced Wood Paneling

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SECTION 064219 - PLASTIC-LAMINATE-FACED WOOD PANELING

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Plastic-laminate-faced wood paneling. 2. Wood furring, blocking, shims, and hanging strips for installing plastic-laminate-faced

wood paneling that is not concealed within other construction.

1.2 ACTION SUBMITTALS

A. Product Data: For each type of product.

1. Include data for fire-retardant treatment from chemical-treatment manufacturer and certification by treating plant that treated materials comply with requirements.

B. Shop Drawings: For plastic-laminate-faced wood paneling.

1. Include plans, elevations, sections, and attachment details. 2. Apply AWI Quality Certification Program label to Shop Drawings.

C. Samples: For each exposed product and for each color and texture specified.

1.3 INFORMATIONAL SUBMITTALS

A. Product certificates.

B. Quality Standard Compliance Certificates: AWI Quality Certification Program.

C. Research reports.

1.4 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.

1. Shop Certification: AWI's Quality Certification Program accredited participant.

B. Installer Qualifications: AWI's Quality Certification Program accredited participant.

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PART 2 - PRODUCTS

2.1 PANELING FABRICATORS

A. Fabricators: Subject to compliance with requirements, available fabricators offering products that may be incorporated into the Work include, but are not limited to, the following:

1. Wilsonart International; Div. of Premark International, Inc.

2. International Paper, Decorative Products Div.

3. Formica Corporation

4. Laminart

2.2 PANELING, GENERAL

A. Quality Standard: Unless otherwise indicated, comply with the "Architectural Woodwork Standards" for grades of plastic-laminate-faced wood paneling (decorative laminate surfacing) indicated for construction, finishes, installation, and other requirements.

1. Provide inspections including installation together with labels and certificates from AWI certification program indicating that woodwork complies with requirements of grades specified.

2.3 PLASTIC-LAMINATE-FACED WOOD PANELING

A. Grade: Premium.

B. Plastic Laminate: High-pressure decorative laminate complying with NEMA LD 3 and the following requirements: 1. Horizontal Surfaces Other Than Tops: HGS. 2. Vertical Surfaces: HGS. 3. Exposed Edges: Same as faces or Grade HGS.

C. Colors, Patterns, and Finishes: Provide materials and products that result in colors and textures of exposed surfaces complying with the following requirements:

1. As selected by Architect from laminate manufacturer's full range in the following

categories:

a. Solid colors, matte finish. b. Wood grains, matte finish. c. Patterns, matte finish.

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D. Panel Core: Exterior grade plywood.

1. Thickness: 3/4 inch (19 mm).

E. Exposed Panel Edges: Plastic-laminate matching faces.

F. Adhesives for Bonding Plastic Laminate: Contact cement.

1. Adhesive for Bonding Edges: Hot-melt adhesive or adhesive specified above for faces.

G. Assemble panels by gluing and concealed fastening.

2.4 MATERIALS

A. Materials, General: Provide materials that comply with requirements of referenced quality standard for each quality grade specified unless otherwise indicated.

B. Wood Moisture Content: 5 to 10 percent.

2.5 INSTALLATION MATERIALS

A. Furring, Blocking, Shims, and Hanging Strips: Softwood or hardwood lumber, kiln-dried to less than 15 percent moisture content.

B. Anchors: Select material, type, size, and finish required for each substrate for secure anchorage. Provide metal expansion sleeves or expansion bolts for post-installed anchors. Use nonferrous-metal or hot-dip galvanized anchors and inserts at inside face of exterior walls.

C. Installation Adhesive: Product recommended by panel fabricator for each substrate for secure anchorage.

2.6 FABRICATION

A. Complete fabrication, including assembly, to maximum extent possible, before shipment to Project site.

B. Shop cut openings, to maximum extent possible, to receive hardware, appliances, plumbing fixtures, electrical work, and similar items.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Before installation, condition paneling to humidity conditions in installation areas.

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B. Grade: Install paneling to comply with quality standard grade of paneling to be installed.

C. Install paneling level, plumb, true in line, and without distortion. Shim as required with concealed shims. Install level and plumb to a tolerance of 1/8 inch in 96 inches (3 mm in 2400 mm). Install with no more than 1/16 inch in 96-inch (1.6 mm in 2400-mm) vertical cup or bow and 1/8 inch in 96-inch (3 mm in 2400-mm) horizontal variation from a true plane.

1. For flush paneling with revealed joints, install with variations in reveal width, alignment of top and bottom edges, and flushness between adjacent panels not exceeding 1/32 inch (0.8 mm).

D. Anchor paneling to supporting substrate with fasteners as indicated on drawings. Do not use face fastening unless otherwise indicated.

END OF SECTION 064219

08 11 13 – HOLLOW METAL DOORS AND FRAMES

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SECTION 08 11 13 - HOLLOW METAL DOORS AND FRAMES

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes hollow-metal work.

1.2 DEFINITIONS

A. Minimum Thickness: Minimum thickness of base metal without coatings according to NAAMM-HMMA 803 or SDI A250.8.

1.3 ACTION SUBMITTALS

A. Product Data: For each type of product.

B. Shop Drawings: Include elevations, door edge details, frame profiles, metal thicknesses, preparations for hardware, and other details.

C. Schedule: Prepared by or under the supervision of supplier, using same reference numbers for details and openings as those on Drawings.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Ceco Door B. Steelcraft C. Amweld (Black Mountain Door)

2.2 REGULATORY REQUIREMENTS

A. Fire-Rated Assemblies: Complying with NFPA 80 and listed and labeled by a qualified testing agency acceptable to authorities having jurisdiction for fire-protection ratings indicated, based on testing at positive pressure according to NFPA 252 or UL 10C.

2.3 INTERIOR FRAMES

A. Standard-Duty Doors and Frames

1. Frames: a. Materials: Uncoated, cold-rolled steel sheet, minimum thickness of 0.042

inch.

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b. Construction: Welded

2. Exposed Finish: Factory Primed.

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.

2.5 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 metal thickness. 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. 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.

a. 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 one additional anchor per jamb for each

24 inches or fraction thereof above 96 inches high.

2. Door Silencers: Except on weather-stripped frames, drill stops to receive door silencers. a. Single-Door Frames: Drill stop in strike jamb to receive three door

silencers.

C. Hardware Preparation: Factory prepare hollow-metal work to receive templated mortised hardware; include cutouts, reinforcement, mortising, drilling, and tapping according to SDI A250.6, the Door Hardware Schedule, and templates.

1. Reinforce doors and frames to receive nontemplated, mortised, and surface-mounted door hardware.

2. Comply with applicable requirements in SDI A250.6 and BHMA A156.115 for preparation of hollow-metal work for hardware.

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3. Provide fixed frame moldings on outside of exterior and on secure side of interior doors and frames.

2.6 STEEL FINISHES

A. Factory Finish: SDI A250.3.

1. Color and Gloss: To match adjacent.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Hollow-Metal Frames: Install hollow-metal frames for doors, transoms, sidelites, borrowed lites, and other openings, of size and profile indicated. Comply with SDI A250.11 or NAAMM-HMMA 840 as required by standards specified.

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-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 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 plumb, square, and twist of frames as walls are constructed. Shim

as necessary to comply with installation tolerances.

2. Metal-Stud Partitions: Solidly pack mineral-fiber insulation inside frames. 3. 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.

3.2 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

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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.

D. Metallic-Coated Surface Touchup: Clean abraded areas and repair with galvanizing repair paint according to manufacturer's written instructions.

E. Touchup Painting: Cleaning and touchup painting of abraded areas of paint are specified in painting Sections.

END OF SECTION 08 11 13

08 14 16 – FLUSH WOOD DOORS

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SECTION 08 14 16 - FLUSH WOOD DOORS

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes: 1. Flush solid core wood doors.

B. Related Sections: 1. Division 08 Section "Hollow Metal Doors and Frames" 2. Division 08 Section "Hardware".

1.2 REFERENCES

A. General: 1. The following documents form part of the Specifications to the extent stated. Where differences

exist between codes and standards, the one affording the greatest protection shall apply. 2. Unless otherwise noted, the referenced standard edition is the current one at the time of

commencement of the Work. 3. Refer to Division 01 Section "General Requirements" for the list of applicable regulatory

requirements.

B. ASTM E90 Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements

1.3 SUBMITTALS

A. Submit under provisions of Division 01 Section "General Requirements."

B. Product Data: Manufacturer's product literature, specifications and installation instructions.

C. Shop Drawings: Door elevations, type, WIC grade, dimensions, swing, core type, blocking for hardware, veneer, finish, cutout locations and details.

1.4 DELIVERY, STORAGE AND HANDLING

A. Deliver, store and handle wood doors in accordance with requirements of WIC and manufacturer’s recommendations.

B. Do not deliver or install doors until conditions for temperature and relative humidity have been stabilized in accordance with WIC requirements.

1.5 WARRANTY

A. Provide for replacing, rehanging and refinishing wood doors exhibiting manufacturing or material defects.

B. Warranty Period: 1. Interior Doors: Life of the original installation.

PART 2 - PRODUCTS

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2.1 MANUFACTURERS 1. Algoma Hardwoods, Inc.; 2. Eggers Industries; 3. Marshfield DoorSystems, Inc.

2.2 MATERIALS

A. AWI quality grade: Premium.

B. Veneer: Plain sliced, Birch.

C. Core construction: 1. Non-rated: Particleboard PC-5.

2. Rated: Mineral. 3. FPC construction (stiles and rails not bonded to core) are not acceptable fabrication

D. Fabricate doors in accordance with requirements of specified standards. 1. Factory prefit wood doors. 2. Shop prepare doors to receive hardware; refer to Division 08 Section "Door Hardware"- for

hardware requirements, templates, and locations. 3. Bevel strike edge of single-acting doors 1/8 inch in 2 inches (3 mm in 50 mm).

E. Finish: Match adjacent.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine frames and conditions under which doors are to be installed. Proceed with the work only when frames and conditions are satisfactory.

3.2 INSTALLATION

A. Install doors in accordance with reference standards and with manufacturer's recommendations and instructions. 1. Coordinate installation of doors with frames specified in 08 Section "Hollow Metal Doors and

Frames", and hardware specified Division 08 Section "Door Hardware".

B. Rehang or replace doors which do not operate or swing freely.

C. Protection: Protect wood surfaces after installation. At Substantial Completion, doors shall be without indication of use, deterioration, or damage.

END OF SECTION 081416

08 71 00 - DOOR HARDWARE

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SECTION 08 71 00 - DOOR HARDWARE

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Mechanical door hardware for the following:

a. Swinging doors.

1.2 ACTION SUBMITTALS

A. Door hardware schedule.

1.3 QUALITY ASSURANCE

A. Installer Qualifications: Supplier of products and an employer of workers trained and approved by product manufacturers and of an Architectural Hardware Consultant who is available during the course of the Work to consult Contractor, Architect, and Owner about door hardware and keying.

1. Scheduling Responsibility: Preparation of door hardware and keying schedule.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Accessibility Requirements: For door hardware on doors in an accessible route, comply with the DOJ's "2010 ADA Standards for Accessible Design".

2.2 HINGES installed on hollow-metal doors and hollow-metal frames.

1. McKinney Products Co.

2. Stanley Commercial Hardware

3. Hager Companies

2.3 METAL PROTECTIVE TRIM UNITS

A. Metal Protective Trim Units: BHMA A156.6; fabricated from 0.050-inch-thick stainless steel; with manufacturer's standard machine or self-tapping screw fasteners.

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1. Hager

2. Trimco

3. Rockwood

PART 3 - EXECUTION

3.1 INSTALLATION

A. Mounting Heights: Mount door hardware units at heights indicated on Drawings unless otherwise indicated or required to comply with governing regulations.

B. Install each door hardware item to comply with manufacturer's written instructions. Where cutting and fitting are required to install door hardware onto or into surfaces that are later to be painted or finished in another way, coordinate removal, storage, and reinstallation of surface protective trim units with finishing work. Do not install surface-mounted items until finishes have been completed on substrates involved.

C. Hinges: Install types and in quantities indicated in door hardware schedule, but not fewer than the number recommended by manufacturer for application indicated or one hinge for every 30 inches of door height, whichever is more stringent, unless other equivalent means of support for door, such as spring hinges or pivots, are provided.

D. Stops: Provide floor stops for doors unless wall or other type stops are indicated in door hardware schedule. Do not mount floor stops where they will impede traffic.

3.2 ADJUSTING

A. Adjust and check each operating item of door hardware and each door to ensure proper operation or function of every unit. Replace units that cannot be adjusted to operate as intended. Adjust door control devices to compensate for final operation of heating and ventilating equipment and to comply with referenced accessibility requirements.

3.3 DOOR HARDWARE SCHEDULE

A. Provide products for each door that comply with requirements indicated in Part 2 and door hardware schedule.

B. All hardware to be 32D satin stainless steel when possible.

1. Hardware Set 187A a. Hinges 4 Hager BB1191 b. Door Stop 2 Hager floor-mounted door stop c. Surface Closer 2 LCN 4040XP, parallel arm d. Kick-down old open 2 Hager 270D, US26D finish

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e. Pushplates 2 Hager 30S, 8 x 16 f. Pulls 2 Hager Wrought Door Pull 4HL g. Kickplates 2 Hager 194S

2. Hardware Set 187B a. Latchset Stanley Best 9K37N15DSTK626 (passage) b. 3 Hinges Hager BB1191 c. Door Stop Hager floor-mounted door stop d. Surface Closer LCN 4040XP e. Kickplate Hager 194S

C. Provide finishes complying with BHMA A156.18 as indicated in door hardware

END OF SECTION 08 71 00

SECTION 09 29 00 – GYPSUM BOARD ASSEMBLIES

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PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 0 and 1 Specification sections, apply to work of this section.

1.2 DESCRIPTION OF WORK:

A. Types of work include:

1. Gypsum drywall partitions, full height floor to underside of deck above.

2. Screw-type metal stud support system.

3. Level Four Drywall finishing (joint tape-and-compound treatment).

1.3 SUBMITTALS:

A. Product Data: Submit manufacturer's product specifications and installation instructions for each gypsum drywall component, including other data as may be required to show compliance with these specifications.

1.4 QUALITY ASSURANCE:

A. Gypsum Board Terminology Standard: GA-505 by Gypsum Association.

B. Single-Source Responsibility: Obtain gypsum board products from a single manufacturer, or from manufacturers recommended by the prime manufacturer of gypsum boards.

PART 2 – PRODUCTS

2.1 ACEPTABLE MANUFACTURERS:

A. Manufacturer: Subject to compliance with requirements provide products of one of the following:

1. Metal Support Materials:

a. Allied Structural Industries.

b. Bostwick Steel Framing Co.

c. Dale Industries, Inc.

d. Gold Bond Building Products Siv., National Gypsum Co.

e. Milcor Division; Inryco Inc.

f. Marino Industries, Inc.

g. United States Gypsum Co.

2. Direct Suspension Systems:

a. Chicago Metallic Corp.

b. Donn Corporation.

c. National Rolling Mills Co.

d. United States Gypsum Co.

3. Gypsum Board and Related Products:

a. American Gypsum Co.

b. Flintkote Products, Genstar Building Materials Co.

c. Georgia-Pacific Corp.

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d. Gold Bond Building Products Div., National Gypsum Co.

e. United States Gypsum Co.

f. Security Wall Products, Inc.

2.2 METAL SUPPORT MATERIALS:

A. Wall/Partition Support Materials:

1. Studs: Comply with ASTM C 645, Interior partitions = 20 gauge.

2. Depth of Sections used: 3 5/8”

a. Match to existing condition if found to be otherwise.

3. Runners: Match studs; type recommended by stud manufacturer for floor and ceiling support of studs, and for vertical abutment of drywall work at other work.

2.3 GYPSUM BOARD PRODUCTS:

A. Gypsum Wallboard: ASTM C 36, of types, edge configuration and thickness indicated below in maximum lengths available to minimize end-to-end butt joints.

1. Regular, mold resistant, unless otherwise indicated.

2. Edges: Tapered.

3. Thickness: 5/8".

B. Recycled content regular drywall: Outside paper layers on each face of product shall be 100 % recycled material. Gypsum core shall be recycled product in percentage which is manufacturers standard.

C. VOC content of adhesives: Limits to be less than 50 g/L.

2.4 TRIM ACCESSORIES:

A. General: Provide manufacturer's standard trim accessories of types indicated for drywall work, formed of galvanized steel unless otherwise indicated, with either knurled and perforated or expanded flanges for nailing or stapling, and beaded for concealment of flanges in joint compound. Provide corner beads, L-type edge trim-beads, U-type edge trim-beads, special L-kerf- type edge trim-beads, and one-piece control joint beads.

1. Semi-Finishing Type: Manufacturer's standard trim units which are not to be finished with joint compound (non-beaded).

2.5 JOINT TREATMENT MATERIALS:

A. General: ASTM C 475; type recommended by the manufacturer for the application indicated, except as otherwise indicated.

B. Joint Tape: Paper reinforcing tape.

C. Joint Compound: Ready-mixed vinyl-type for interior use.

D. Grade: 2 separate grades; one specifically for bedding tapes and filling depressions, and one for topping and sanding.

E. Joint Compound: On interior work provide chemical-hardening-type for bedding and filling, ready-mixed vinyl-type or vinyl-type powder type for topping.

2.6 MISCELLANEOUS MATERIALS:

A. General: Provide auxiliary materials for gypsum drywall work of the type and grade recommended by the manufacturer of the gypsum board.

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B. Gypsum Board Screws: Comply with ASTM C 646.Pan head metal screws for metal to metal connections. Flared head screws for drywall to metal connections only.

PART 3 - EXECUTION

3.1 INSTALLATION OF METAL SUPPORT SYSTEMS:

A. General:

1. Metal Support Installation Standard: Comply with ASTM C 754.

2. Wall/Partition Support Systems:

a. Install supplementary framing, blocking and bracing at terminations in the work and for support of fixtures, equipment services, heavy trim, grab bars, toilet accessories, furnishings, and similar work to comply with details indicated or if not otherwise indicated, to comply with applicable published recommendations of gypsum board manufacturer, or if not available, of "Gypsum Construction handbook" published by United States Gypsum Co.

b. Isolate stud system from transfer of structural loading to system, both horizontally and vertically. Provide slip or cushioned type joints to attain lateral support and avoid axial loading.

c. Install runner tracks at floors, ceilings and structural walls and columns where gypsum drywall stud system abuts other work, except as otherwise indicated.

d. Extend partition stud system through acoustical ceilings and elsewhere as indicated to the structural support or substrate above the ceiling.

e. Space studs 16" o.c., unless otherwise indicated.

3.2 GENERAL GYPSUM BOARD INSTALLATION REQUIREMENTS:

A. Gypsum Board Application and Finishing Standards: ASTM C 840 and GA 216.

B. Locate exposed end-butt joints as far from center of walls and ceilings as possible, and stagger not less than 1'-0" in alternate courses of board.

C. Install wall/partition boards vertically to avoid end-butt joints wherever possible. At stairwells and similar high walls, install boards horizontally with end joints staggered over studs.

D. Install exposed gypsum board with face side out. Do not install imperfect, damaged or damp boards. Butt boards together for a light contact at edges and ends with not more than 1/16" open space between boards. Do not force into place.

E. Located either edge or end joints over supports, except in horizontal applications or where intermediate supports or gypsum board back-blocking is provided behind end joints. Position boards so that like edges abut, tapered edges against tapered edges and mill-cut or field-cut ends against mill-cut or field cut ends. Do not place tapered edges against cut edges or ends. Stagger vertical joints over different studs on opposite sides of partitions.

F. Attach gypsum board to supplementary framing and blocking provided for additional support at openings and cutouts.

G. Space fasteners in gypsum boards in accordance with referenced standards and manufacturer's recommendations, except as otherwise indicated.

3.3 METHODS OF GYPSUM DRYWALL APPLICATION:

A. Single-layer Application: Install gypsum wallboard.

1. On partitions/walls apply gypsum board vertically (parallel), unless otherwise indicated, and provide sheet lengths which will minimize end joints.

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B. Single-Layer Fastening Methods: Apply gypsum boards to supports as follows: Fasten with screws.

3.4 INSTALLATION OF DRYWALL TRIM ACCESSORIES:

A. General: Where feasible, use the same fasteners to anchor trim accessory flanges as required to fasten gypsum board to the supports. Otherwise, fasten flanges by nailing or stapling in accordance with manufacturer's instructions and recommendations.

B. Install metal corner beads at external corners of drywall work.

C. Install metal edge trim whenever edge of gypsum board would otherwise be exposed or semi-exposed. Provide type with face flange to receive joint compound except where semi-finishing type is indicated. Install L-type trim where work is tightly abutted to other work, and install special kerf-type where other work is kerfed to receive long leg of L-type trim. Install U-type trim where edge is exposed, revealed, gasketed, or sealant-filled (including expansion joints).

D. Install semi-finishing trim where indicated, and where exterior gypsum board edges are not covered by applied moldings or indicated to receive trim with face flanges covered with joint compound.

3.5 INSTALLATION OF DRYWALL FINISHING:

A. Level Four drywall finishing is required.

B. General: Apply treatment at gypsum board joints (both directions), flanges of trim accessories, penetrations, fastener heads, surface defects and elsewhere as required to prepare work for decoration. Pre-fill open joints and rounded or beveled edges, if any, using type of compound recommended by manufacturer.

C. Apply joint tape at joints between gypsum boards, except where a trim accessory is indicated.

D. Apply joint compound in 3 coats (not including pre-fill of openings in base), and sand between last 2 coats and after last coat.

3.6 PROTECTION OF WORK:

A. Provide final protection and maintain conditions, in a manner suitable to Installer, which ensures gypsum drywall work being without damage or deterioration at time of substantial completion.

END OF SECTION

09 65 13.13 – RESILIENT WALL BASE

Men’s Basketball Locker Room Resilient Wall Base, Page 1 of 3 Project Manual 373/060-01-AP18

SECTION 09 65 13.13 – RESILIENT WALL BASE

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes: 1. Resilient Wall Base.

1.3 SUBMITTALS

A. Product Data: For each type of product indicated.

B. LEED Submittals:

1. Product Data for Credit EQ 4.1: For adhesives, including printed statement of VOC content and chemical components.

C. Samples for Initial Selection: For each type of product indicated.

D. Samples for Verification: For each type of product indicated, in manufacturer's standard-size samples of each resilient product color, texture, and pattern required.

E. Product Schedule: For resilient products. Use same designations indicated on Drawings.

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 Johnsonite, but not less than 55 deg F (13 deg C) or more than 85 deg F (29 deg C).

1.5 PROJECT CONDITIONS

A. Install resilient products after other finishing operations, including painting, have been completed.

B. Maintain ambient temperatures within range recommended by manufacturer but not less than 65 deg F (18 deg C) or more than 85 deg F (29 deg C) in spaces to receive resilient products during the following time periods: 1. 48 hours before installation. 2. During installation. 3. 48 hours after installation.

C. Maintain the ambient relative humidity between 40% and 60% during installation.

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D. Until Substantial Completion, maintain ambient temperatures within range recommended by manufacturer, but not less than 55 deg F (13 deg C) or more than 85 deg F (29 deg C).

PART 2 - PRODUCTS

2.1 RESILIENT WALL BASE

A. Manufacturers: 1. Johnsonite 2. Mannington Commercial 3. Roppe

B. TRADITIONAL WALL BASE

1. For Traditional Vinyl Wall Base 1/8" or .080" thick a. Cove Base Tile with toe. b. Color: Submit samples from manufacturer’s full range of colr c. Height: 4” d. Length: 4’ lengths e. Thickness: 1/8”

2.2 INSTALLATION MATERIALS

A. Adhesives: as recommended by Johnsonite to meet site conditions. 1. Johnsonite 960 Cove Base Adhesive 2. Johnsonite 946 Premium Contact Bond Adhesive 3. Mannington MR-101 Acrylic Wall Base Adhesive 4. Armstrong S-725

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 wall base.

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B. Fill cracks, holes, and depressions in substrates with trowelable leveling and patching compound and remove bumps and ridges to produce a uniform and smooth substrate.

C. Move resilient products and installation materials into spaces where they will be installed at least 48 hours in advance of installation.

D. Vacuum clean substrates to be covered by resilient products immediately before installation.

3.3 RESILIENT BASE INSTALLATION

A. Comply with manufacturer's written instructions for installing resilient base.

B. Apply resilient base to walls 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. Preformed corners: Install preformed corners if available before installing straight pieces.

G. Job-formed corners: 1. Outside corners: Form by bending without producing discoloration (whitening) at bends. 2. Inside corners: Butt one piece to corner then scribe next piece to fit.

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. 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 09 65 13.13

09 68 13—Tile Carpeting

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SECTION 09 68 13 - TILE CARPETING

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes modular carpet tile.

PART 2 - PRODUCTS

2.1 CARPET TILE

A. As selected by owner.

2.2 INSTALLATION ACCESSORIES

A. Trowelable Leveling and Patching Compounds: Latex-modified, hydraulic-cement-based formulation provided or recommended by carpet tile manufacturer.

B. Use Shaw LokDots.

PART 3 - EXECUTION

3.1 PREPARATION

A. General: Comply with CRI's "CRI Carpet Installation Standards" and with carpet tile manufacturer's written installation instructions for preparing substrates indicated to receive carpet tile.

B. Use trowelable leveling and patching compounds, according to manufacturer's written instructions, to fill cracks, holes, depressions, and protrusions in substrates. Fill or level cracks, holes and depressions 1/8 inch wide or wider, and protrusions more than 1/32 inch unless more stringent requirements are required by manufacturer's written instructions.

C. Concrete Substrates: Remove coatings, including curing compounds, and other substances that are incompatible with adhesives and that contain soap, wax, oil, or silicone, without using solvents. Use mechanical methods recommended in writing by adhesive and carpet tile manufacturers.

D. Broom and vacuum clean substrates to be covered immediately before installing carpet tile.

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3.2 INSTALLATION

A. General: Comply with CRI's "CRI Carpet Installation Standard," Section 18, "Modular Carpet" and with carpet tile manufacturer's written installation instructions.

B. Installation Method: Shaw LokDots, or approved equal.

C. Maintain dye-lot integrity. Do not mix dye lots in same area.

D. Maintain pile-direction patterns recommended in writing by architect.

E. Cut and fit carpet tile to butt tightly to vertical surfaces, permanent fixtures, and built-in furniture including cabinets, pipes, outlets, edgings, thresholds, and nosings. Bind or seal cut edges as recommended by carpet tile manufacturer.

F. Extend carpet tile into toe spaces, door reveals, closets, open-bottomed obstructions, removable flanges, alcoves, and similar openings.

G. Maintain reference markers, holes, and openings that are in place or marked for future cutting by repeating on carpet tile as marked on subfloor. Use nonpermanent, nonstaining marking device.

H. Install pattern parallel to walls and borders.

I. Access Flooring: Stagger joints of carpet tiles so carpet tile grid is offset from access flooring panel grid. Do not fill seams of access flooring panels with carpet adhesive; keep seams free of adhesive.

J. Protect carpet tile against damage from construction operations and placement of equipment and fixtures during the remainder of construction period. Use protection methods indicated or recommended in writing by carpet tile manufacturer.

END OF SECTION 09 68 13

09 91 23 - INTERIOR PAINTING

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SECTION 09 91 23 - INTERIOR PAINTING

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes surface preparation and the application of paint systems on the following interior substrates: 1. Factory primed metal door frames. 2. Gypsum board. 3. Wet area ceramic tile.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Sherwin Williams

B. Benjamin Moore

C. Farrell Calhoun

2.2 PAINT, GENERAL

A. Owner to select colors from manufacturer’s full range.

B. MPI Standards: Products shall comply with MPI standards indicated and shall be listed in its "MPI Approved Products Lists."

C. Material Compatibility: 1. Materials for use within each paint system shall be compatible with one another

and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience.

D. Colors: Selected from the full range of manufacturer’s colors

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.

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B. Verify suitability of substrates, including surface conditions and compatibility with existing finishes and primers.

C. 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 Architectural Painting Specification Manual" applicable to substrates and paint systems 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.

3.3 APPLICATION

A. Apply paints according to manufacturer's written instructions and recommendations in "MPI Architectural Painting Specification Manual."

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.

3.4 INTERIOR PAINTING SCHEDULE

A. Gypsum Board Substrates: 1. Institutional Low-Odor/VOC Latex System:

a. Prime Coat: Primer sealer, interior, institutional low odor/VOC.

1) SW Promar 200.

2) BM Multi-Purpose Latex Primer

3) FC Primer

b. Intermediate Coat: Latex, interior, institutional low odor/VOC, matching topcoat, MPI Gloss Level 4, “Satin”.

c. Topcoat: Latex, interior, institutional low odor/VOC, MPI Gloss Level 4, “Satin”.

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1) SW Harmony.

2) BM Ben

3) FC Premium

B. Primed Metal Door Frames

1) Match adjacent.

C. Wet Area Ceramic Tile

1. SW Tile-Clad HS, egg-shell, or approved equal

END OF SECTION 09 91 23