project manual - durham, nc

Project Manual

CITY OF DURHAM

Durham Convention Center

Exterior Signage and Canopy DURHAM, NORTH CAROLINA

December 10, 2019

OWNER: CITY OF DURHAM

101 CITY HALL PLAZA

DURHAM, NORTH CAROLINA 27701

General Services Department

2011 Fay Street

Durham, NC 27704

(919) 560-4197

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Durham Convention Center - Exterior Signage and Canopy DURHAM, NORTH CAROLINA

CONTRACT AND SPECIFICATIONS

CITY OF DURHAM, NORTH CAROLINA

MAYOR: STEVE SCHEWEL

COUNCIL MEMBERS:

Jillian Johnson, Mayor Pro-Tempore

Vernetta Alston

Javiera Caballero

DeDreana Freeman

Mark-Anthony Middleton

Charlie Reece

CITY MANAGER: THOMAS J. BONFIELD

CITY ATTORNEY: KIMBERLY REHBERG

CITY CLERK: DIANA SCHREIBER

City of Durham Durham Convention Center - Exterior Signage and Canopy

TABLE OF CONTENTS

TABLE OF CONTENTS

DIVISION 00 – BIDDING AND CONTRACT REQUIREMENTS

Title

Invitation to Bidders ..........................................................................................................................

Instructions to Bidders .......................................................................................................................

Bid Proposal Form .............................................................................................................................

Non-Collusion Affidavit ....................................................................................................................

Bidder Safety Evaluation Questionnaire ...........................................................................................

Underutilized Business Enterprise (UBE) Construction Forms ........................................................

Underutilized Business Enterprise (UBE) Listing .............................................................................

Payment and Performance Bond ........................................................................................................

Insurance Requirements .....................................................................................................................

Request for Approval of Substitution ................................................................................................

Example documents for use during construction:

Standard Form of Agreement between Owner and Contractor .............................................

Subcontractor Monthly Record of Payment Report...............................................................

Equal Business Opportunity Program (EBOP) Final Subcontracting Report .......................

Reimbursable Sales Tax Forms .............................................................................................

Contract Change Order Form.................................................................................................

Claim for Additional Time on the Basis of Adverse Weather Conditions ............................

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 011000 - SUMMARY

SECTION 012300 - ALTERNATES

SECTION 012500 - SUBSTITUTION PROCEDURES

SECTION 012600 - CONTRACT MODIFICATION PROCEDURES

SECTION 012900 - PAYMENT PROCEDURES

SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION

SECTION 013200 - CONSTRUCTION PROGRESS DOCUMENTATION

SECTION 013300 - SUBMITTAL PROCEDURES

SECTION 014000 - QUALITY REQUIREMENTS

SECTION 014200 - REFERENCES

SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS

SECTION 016000 - PRODUCT REQUIREMENTS

SECTION 017300 - EXECUTION

SECTION 017700 - CLOSEOUT PROCEDURES

SECTION 017823 - OPERATION AND MAINTENANCE DATA

SECTION 017839 - PROJECT RECORD DOCUMENTS

SECTION 017900 - DEMONSTRATION AND TRAINING


TABLE OF CONTENTS

DIVISION 05 - METALS

SECTION 055000 - METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

SECTION 061053 - MISCELLANEOUS ROUGH CARPENTRY

SECTION 061600 - SHEATHING

SECTION 062013 - EXTERIOR FINISH CARPENTRY

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

SECTION 070150.19 - ROOFING REPAIR WORK

SECTION 074213.23 - METAL COMPOSITE MATERIAL WALL PANELS

SECTION 075216 - STYRENE-BUTADIENE-STYRENE (SBS) MODIFIED BITUMINOUS MEMBRANE

ROOFING

SECTION 076200 - SHEET METAL FLASHING AND TRIM

DIVISION 08 - OPENINGS

SECTION 083113 - ACCESS DOORS AND FRAMES

DIVISION 09 - FINISHES

SECTION 092216 - NON-STRUCTURAL METAL FRAMING

SECTION 099123 - INTERIOR PAINTING

DIVISION 10 - SPECIALTIES

SECTION 101416 - PLAQUES

SECTION 101419 - DIMENSIONAL LETTER SIGNAGE

DIVISION 22 - PLUMBING SEE DRAWINGS

DIVISION 23 - HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC) SEE DRAWINGS

DIVISION 26 - ELECTRICAL SEE DRAWINGS

END OF TABLE OF CONTENTS

INVITATION TO BIDDERS


The City of Durham will receive bids for the

Durham Convention Center - Exterior Signage and Canopy

by:

3:00 P.M on Thursday, February 13, 2020

at

The City of Durham General Services Department,

2011 Fay Street, Durham, NC 27704

Attention: Trish Pollock Creta, Project Manager

Bids may also be emailed to the attention of Trish Pollock Creta, Project Manager, General

Services Department at [email protected]. This is an informal bid, and the bid

opening will not be formal or public.

To qualify for this project, Bidders must be certified under the Durham Small Local Business

Enterprise (SLBE) Program. Contact the Department of Equity & Inclusion at (919) 560-4180

for more information about becoming certified.

Summary of Work:

The project includes, but is not limited to, demolition, steel framing, roofing, exterior

wall and soffit panels, roofing, interior finishes, electrical lighting and controls, to install

new exterior canopy and signage at the north entrance of the Durham Convention Center

located at 301 West Morgan Street in Durham, NC

Bidders are encouraged to attend a pre-bid conference on Tuesday, January 21, 2020 at 10:00

AM at the Project Site located at the exterior water fountain located at the north entrance of the

Durham Convention Center in Durham, NC

Plans and specifications are available for download or viewing at:

The City of Durham Finance Department Website under Purchasing:

NEW WEBSITE: http://durhamnc.gov/bids.aspx

Or by contacting:

Trish Pollock Creta, Project Manager

City of Durham General Services Department

919.560.4197, (fax)919.560.4970

[email protected]

mailto:[email protected]

http://durhamnc.gov/bids.aspx



The Underutilized Business Enterprise (UBE) goals for this project are MBE 11% and

WBE 7%. Bidders are responsible for filling out the required UBE Construction forms and

including them in their bid package to be considered responsive.

All inquiries, questions, requests for substitution, and/or clarifications must be submitted in

writing via the email below according to the directions given in the Request for Approval of

Substitution and in the Instructions to Bidders prior to 5:00 PM, Wednesday, February 5, 2020.

Drawing and technical specification inquiries should be directed to:

RND Architects, PA

3608 University Drive, Suite 204, Durham, NC 27707

Attn: Glenn Parks, Project Manager

Email: [email protected]

Each bidder must show evidence that they are licensed under Chapter 87 of the N.C. General

Statutes. A General Contractors License is required.

The Following Forms MUST be filled out and included with the bid proposal:

1. Bid Forms

2. Non-collusion affidavit

3. Contractor Safety Record Information

4. Construction Forms: E-101, E-102 and E-104

Any bids submitted without these forms may be deemed as non-responsive.

The City of Durham reserves the right to reject any or all bids, waive informalities, and/or accept

such bid as appears in its judgement to be in the best interest of the City.

END OF INVITATION TO BIDDERS



INSTRUCTION TO BIDDERS Page 1 of 5

INSTRUCTIONS TO BIDDERS

1. To qualify to bid this project, Bidders must be certified under the Durham Small

Local Business Enterprise (SLBE) Program. Contact the Equity & Inclusion

Department at (919) 560- 4180 for more information about becoming certified.

2. Bids will be received for Single Prime Contract. All proposals shall be for lump sum.

3. The submission of a bid will assume that the Contractor has fully examined the site and

knows existing conditions, and has made every provision for operating under the existing

conditions, and has included all necessary items, and has read and understands the Bidding

Documents. No consideration shall be given to any claim for extra compensation or

extension of contract time because of failure to comply with this provision.

4. Bids must be made in strict accordance on the “Bid Form” provided hereto and all blank

spaces for the Bid Alternates and Unit Prices, shall be properly filled in. When requested

Alternates or Unit Prices are not bid, the bid may be considered incomplete. All bids

submitted must be on the blank proposal forms herein provided and prices given shall be both

in writing and figures and the complete form shall be without any lineation, alterations, or

erasures. Any modification to the Bid Form (including Alternates and Unit Prices) may

disqualify the Bid and/or cause the Bid to be rejected. In case of conflicting prices, the

written prices shall govern.

One (1) original shall be submitted to City of Durham General Services.

The Contractor shall fill in the Form of Bid as follows:

a. All bids must be signed by an authorized official of the firm.

b. Each proposal shall include the full name and address, phone number, and e-mail

contact of the bidder.

c. It shall be the specific responsibility of the Bidder to deliver this Bid to address

specified in Invitation to Bidders prior to the date and time specified in the

invitation to bidders for opening of the Bids. Later delivery of a Bid for any

reason, including delivery by the United States Mail, shall disqualify the Bid.

d. Modifications of previously deposited Bids will be acceptable only if delivered to

the place of the bid by the specified time.

Bids shall be received in strict accordance with requirements of the General Statutes of

North Carolina. All copies of the Bid, and any other documents required to be submitted

with the Bid shall be enclosed in a double envelope. The envelope can be hand

delivered or mailed and shall be addressed to the City of Durham, General Services

Department, 2011 Fay Street, Durham, North Carolina 27704, and should be identified

with the project name, time and date of Bid Opening, the Bidder’s name and address, and

Bidder’s General Contracting license number. For Informal Bidding-Projects Under

$500,000, emailed bids are also acceptable.



5. Bidders are encouraged to attend a pre-bid conference at the date and time specified in the

invitation to bidders,

6. The bidder is hereby directed NOT to include the N.C. Sales Tax in the bid total. The

successful bidder to whom the award is made will be required to submit a sworn statement

each month itemizing the purchases and taxes paid thereon and certifying that the articles

purchased were used in work performed for the City of Durham. The N.C. Sales and Use Tax

so itemized will be made a part of the monthly estimate. A sample form which must be

followed to qualify for these payments to Sales and Use Tax is shown in the Project Manual.

It is the intent of the City to award this bid to the lowest responsive and responsible bidder.

The City reserves the right to reject any and all Bids, including without limitation,

nonconforming, non-responsive, unbalanced, or conditional Bids. The City of Durham

further reserves the right to reject the Bid of any Bidder whom it finds, after reasonable

inquiry and evaluation, to not be responsible. The City of Durham may also reject the Bid of

any Bidder if the City believes that it would not be in the best interest of the Project to make

an award to that Bidder. The City of Durham also reserves the right to waive all informalities

not involving price, time, or changes in the Work and to negotiate terms with the Successful

Bidder.

7. Except to the extent allowed by statute, bids shall not be withdrawn and bids shall remain

subject to acceptance by the City for a period of 90 days.

8. Upon request, bidders must present satisfactory evidence that they have been regularly

engaged in the business of constructing such work, such as company work history and

references from similar construction projects. And upon request, bidders must show that they

are fully prepared with the necessary capital, equipment, etc., to begin the work promptly,

and complete the same in accordance with specifications.

9. The Contractor must provide the City of Durham a site – specific safety plan of their

organization, prior to approval of the contract.

10. The bidder to whom the award is made shall be required to furnish work crews of adequate

number, size, and experience to properly perform the work. The interpretation of the number

of crews, size, and experience will be determined by the City of Durham as to their adequacy.

11. The contractor will furnish all materials, labor, equipment, supervision, tools, machinery, etc.

for complete construction of projects in accordance with plans and specifications of the City

of Durham.

12. The Contractor will perform, or have performed, all the necessary site layout (both lines and

grades) for this construction.

13. The City reserves the right to extend the work in this Contract upon the same terms, provided

that such extensions shall not exceed in cost fifty per cent (50%) of the original Contract

price of the Contract being extended.

14. It shall be the contractors’ responsibility to obtain all necessary and required permits. These

permits shall be maintained on site and available upon demand.



15. The contractor(s) to whom the award is made must carry insurance in the amounts and types

outlined in the Insurance Requirements document in the Project Manual.

16. The successful bidder is required to commence work within ten (10) days after written notice

from the Project Manager. Termination of work shall also be controlled by the City of

Durham.

17. Contract completion time for all work on this project is 158 calendar days. This includes

circa 18 weeks for material procurement, fabrication and delivery. Work on site shall be

limited to a 4 to 5 week period as coordinated with the Owner.

18. Liquidated damages for this project will be assessed at $250 per day thereafter for

unapproved time delays.

19. Bidders are required by the City of Durham to be licensed. General Contractors are notified

that Chapter 87, Article 1, General Statutes of North Carolina will be observed in receiving

and awarding general contracts. Contractors submitting bids on this project must have license

classification for general contractor.

20. GS143-128(d) requires all single prime bidders to identify their subcontractors for the

Plumbing, Mechanical, and Electrical subdivisions of work. A contractor whose bid is

accepted shall not substitute any person as a subcontractor in the place of the subcontractor

listed in the original bid, except (i) if the listed subcontractor’s bid is later determined by the

contractor to be non-responsible or the listed subcontractor refuses to enter into a contract for

the complete performance of the bid work, or (ii) with the approval of the awarding authority

for good cause shown by the contractor. The PME subcontractors MUST be listed or this will

be cause for rejection. See the Proposal Form.

21. It is the policy of the City to provide equal opportunities for City contracting to

underutilized businesses owned by minorities and women doing business in the City’s

Contracting Marketplace. It is further the policy of the City to prohibit discrimination

against any firm in pursuit of these opportunities, to conduct its contracting activities

so as to prevent such discrimination, to correct the present effects of past

discrimination and to resolve complaints of discrimination. This policy applies to

construction contracting. The City’s Equity & Inclusion Department has reviewed

this proposed project and established Underutilized Business Enterprise (UBE)

participation goals: Minority Business Enterprise (MBE)-11% and Woman Business

Enterprise (WBE)-7%. A listing of firms from the HUB database is included in this

project manual. Bidders may also use firms currently certified as MBES and WBES

by N.C. D.O.T. and the SBA 8(a) Program to meet the participation requirements.

Equity & Inclusion Department is responsible for the Equal Business Opportunity Program.

All questions about Construction Services Forms should be referred to Deborah Giles or

other department staff at (919) 560- 4180.

22. Substitutions: Any Bidder proposing a substitution shall bear the entire cost of incorporating

the substitution into the finished work, including costs of administration, re-detailing,

redesigning and changing the work of other contractors and sub-contractors. For proposed

material substitutions submit the Request for Approval of Substitution form in the Project

Manual to the Designer. If a material substitution is accepted by the Project Manager and



Owner, Contractors will be notified by an addendum. The deadline for any request for

substitution is as listed in the Invitation to Bidders in order allow time to issue responses in an

addendum.

23. The bids will be evaluated and the contract awarded in accordance with statutory public

contract requirements and as supplemented by the City of Durham’s Equal Business

Opportunity Program Construction Forms included with this bid. The following forms are

mandatory and must be filled out and returned with the bid proposal.

a. Bid Forms

b. Non-Collusion Affidavit

c. Contractor Safety Record Information

d. Underutilized Business Enterprise Construction Forms or Procurement Forms

Forms E-101(UBE Participation On Base Bid)

Form E-102(UBE Participation On Bid Alternates),

Form E-104 Employee Breakdown.

Any bids submitted without these completed forms may be deemed as “non-responsive”. If

there are any questions or problems in filling out the UBE forms, please contact:

City of Durham

Equity & Inclusion Department

(919) 560-4180

24. Any addenda issued during the time of bidding are to be considered covered in the Bid and

the Contract they will become part thereof. It shall be the Contractor’s responsibility to

ascertain prior to Bid time the addenda issues and to see that his/her Bid includes any changes

thereby required. All Addenda shall be acknowledged by the bidder(s) on the Bid Form.

Failure to do so may disqualify the Bid and may cause the Bid to be rejected.

25. Should the Bidder find discrepancies in, or omissions from, the drawings or documents or

should he/she be in doubt as to their meaning, he/she shall at once notify the Designer in

writing. Any interpretation of the document will be made only by Addendum duly issued.

The Designer will not be responsible for any explanation or interpretation of the proposed

documents. Neither the Owner nor the Designer will be responsible for any oral instructions.

Any questions regarding the Bid Documents or Contract Conditions must be in writing

via email and received by the date and time specified in the Invitation to Bidders.

26. Plans and specifications and all bid addenda are available electronically on The City of

Durham Finance Department Website under Purchasing: NEW WEBSITE:


27. Plans and specifications are also on file and available for viewing at: The City of Durham

General Services Department – 2011 Fay Street, Durham, NC 27704; 919-560-4197, and City

of Durham Equal Opportunity/Equity Assurance Department – 101 City Hall Plaza, Durham,

NC 27701; (919) 560-4180.

28. The bidder to whom the award is made shall be required to enter into proposed Contract with

the City of Durham, North Carolina,




29. E-Verify Requirements. (A) If this contract is awarded pursuant to North Carolina General

Statutes (NCGS) 143-129 – (i) the contractor represents and covenants that the contractor and

its subcontractors comply with the requirements of Article 2 of Chapter 64 of the NCGS; (ii)

the words "contractor," "contractor’s subcontractors," and "comply" as used in this subsection

(A) shall have the meanings intended by NCGS 143-129(j); and (iii) the City is relying on

this subsection (A) in entering into this contract. (B) If this contract is subject to NCGS 143-

133.3, the contractor and its subcontractors shall comply with the requirements of Article 2 of

Chapter 64 of the NCGS.

30. State Treasurer's lists regarding Iran and Boycott of Israel. If the successful bidder or the

City signs the contract on October 1, 2017 or afterwards, and the value of the contract is

$1,000 or more, the following applies unless the bidder otherwise states in its bid: the bidder

affirms (by submitting a bid) that (1) its name does not appear on the list of companies that

are engaged in a boycott of Israel developed by the N. C. State Treasurer under N.C.G.S. 147

86.81(a)(1) or on a list created by the Treasurer pursuant to N.C.G.S. 147 86.58 as a company

engaging in investment activities in Iran, and (2) it has no reason to expect that its name will

appear on either of those lists. Take notice that a contract between a company named on

either list and the City may be void.

31. Values of City of Durham regarding Treatment of Employees of Contractors

a. Statement of City EEO Policy. The City of Durham opposes discrimination in

employment because of race, color, religion, sex, national origin, political affiliation or

belief, age, or handicap. Therefore, it desires that firms doing business with the City:

1. not discriminate against any employee or applicant for employment because of race,

color, religion, sex, national origin, political affiliation or belief, age, or handicap.

2. take affirmative action to insure that applicants are employed and that employees

are treated equally during employment, without regard to race, color, religion, sex,

national origin, political affiliation or belief, age, or handicap. This action includes

employment, upgrading, demotion, transfer, recruitment or advertising, layoff or

termination, rates of pay or other forms of compensation, and selection for training,

including apprenticeship.

3. state, in solicitations or advertisement for employees, that all qualified applicants

will receive consideration for employment without regard to race, color, religion,

sex, national origin, political affiliation or belief, age, or handicap.

4. include this Statement of City EEO Policy in every purchase order for goods to be

used in performing City contracts and in every subcontract related to City contracts.

b. Livable Wage - The City of Durham desires that firms doing business with the City

pay their workers a livable wage rate while working on City contracts. The livable wage

rate is $15.46 per hour for July 1, 2019 – June 30, 2020. The City will re-set the rate for

the period after June 30, 2020.

END OF INSTRUCTIONS TO BIDDERS

(USE THIS FORM ONLY)

SUBMIT PROPOSALS IN CARE OF:


City of Durham

2011 Fay Street

Durham, NC 27704

(919) 560-4197

BIDDER’S FIRM NAME_______________________________________________________

DATE:____________________________

PROPOSAL: Durham Convention Center - Exterior Signage and Canopy

The Undersigned, as Bidder, hereby declares that only person or persons interested in this proposal as

principal or principals is or are named herein and that no other persons than herein mentioned has any

interest in this proposal or in the contract to be entered, that this proposal is made without connection

with any other person, company or parties making a bid or proposal; and that it is in all respect fair and

in good faith without collusion or fraud.

The bidder further declares that he has examined the site of the work and informed himself fully in

regard to all conditions pertaining to the place where the work is to be done; that he has examined the

specifications for the work and the contract documents relative thereto, and has read all special

provisions furnished prior to the opening of bids, that he has satisfied himself relative to the work to be

performed.

Materials to be furnished shall be in compliance with standard specifications and special provisions.

CONTRACTOR’S responsibility shall continue uninterrupted until expiration of the warranty period as

stated in the specifications after completion of the work. The owner (City of Durham) reserves the right

to select any or all of the alternates and to increase or decrease the total contract amount utilizing the

unit prices supplied by the CONTRACTOR in the bid form.

The Base Bid and Alternates shall not include any state or local sales tax. Such tax shall be accounted

for separately and will be reimbursed from a separate source.

The Bidder agrees, if his proposal is accepted, to contract with the City of Durham, 101 City Hall Plaza,

Durham, NC 27701, in the form of contract specified, to furnish all necessary materials, equipment,

machinery, tools, apparatus, means of transportation, and labor necessary to complete within the time

allotted as specified, the General Construction work on the Owner’s property, in complete accordance

with the Plans, Specifications, and Contract Documents bearing the title Durham Convention

Center - Exterior Signage and Canopy, with a definite understanding that no money will be

allowed for extra work except as set forth in the Contract Documents for the sums as follows:

The undersigned proposes to perform alternatives for stated resulting additions from the Base Bid.

Additions shall include any modifications of work or additional work that the undersigned may be

required to perform by reason of acceptance of any alternative.

Base Bid:

($____________________)____________________________________________dollars

Plumbing Subcontractor: License:

Mechanical Subcontractor: License:

Electrical Subcontractor: License:

GS 143-128(d) requires all single prime bidders to identify their subcontractors for the above subdivisions of

work. A contractor whose bid is accepted shall not substitute any person as a subcontractor in the place of the

subcontractor listed in the original bid, except (i) if the listed subcontractor’s bid is later determined by the

contractor to be non-responsible or the listed subcontractor refuses to enter into a contract for the complete

performance of the bid work, or (ii) with the approval of the awarding authority for good cause shown by the

contractor.

ADDENDA The following addenda are acknowledged as having been received and noted, the provisions for which

are included in the proposal(s). Failure to acknowledge receipt of any addenda will subject the bidder

to disqualification. CONTRACTOR to sign.

Addendum No. 1:__________________________________________________________

Addendum No. 2:__________________________________________________________

Addendum No. 3:__________________________________________________________

Addendum No. 4:__________________________________________________________

ALTERNATES

Should any of the alternates as described in the contract documents be accepted, the amount written

below shall be the amount to be “added to” the base bid.

Alternate #1 Preferred Brand Product- LED Light Fixtures at Signage

($____________________)________________________________________________dollars

Alternate #2 Controls for Color Change LED Light Fixtures at Signage

($____________________)________________________________________________dollars

REQUIRED FORMS

The following forms have been completed by the CONTRACTOR and are attached hereto. CONTRACTOR to sign. Non Collusion Affidavit: _______________________________________________

Contractor Safety Record Information:_________________________________________

UBE Form(s):

E101 UBE Participation on Base Bid _________________________________

E102 UBE Participation on Bid Alternate #1 _________________________________

E102 UBE Participation on Bid Alternate #2 _________________________________

E104 UBE Employee Breakdown _________________________________

Respectfully submitted this _________________ day of ______________________,______.

Signature: ________________________________________________________________

Title: ____________________________________________________________________

Firm: ____________________________________________________________________

Address: _________________________________________________________________

_________________________________________________________________

_________________________________________________________________

License No._________________ Expiration Date

NON-COLLUSION AFFIDAVIT

By executing this proposal, I certify that this proposal is submitted to the City of Durham competitively and without collusion. I am authorized to represent the candidate or bidder named below both in submitting this proposal and in making this Non-collusion Affidavit. To the best of my knowledge and belief, (1) the candidate or bidder has not violated N. C. General Statute section 133-24 in connection with the proposal, (2) the candidate or bidder has not entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with its proposal, and (3) the candidate or bidder intends to do the work with its own bonafide employees or subcontractors and is not bidding or making a proposal for the benefit of another contractor. The neuter includes the masculine and the feminine. The candidate or bidder to which this Non-Collusion Affidavit refers is:

________________________________________________________.

(insert name of candidate or bidder) _____________________________________________

(signature of individual)

ACKNOWLEDGMENT Type or print name of the individual who signed the affidavit: _______________________________________ . Type or print the name of Notary Public signing this acknowledgment: _____________________________________ Place where acknowledgment occurred: County of __________________, State of ________ Notary’s residence: County of __________________________, State of ___________ I, the Notary Public named above, certify (1) the individual named above personally appeared before me this day, (2) I have personal knowledge, or satisfactory evidence, of the individual’s identity; and (3) the individual acknowledged signing the foregoing affidavit. This the ______ day of __________________, 20____. _________________________________ Notary Public My commission expires: ____________________________

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BIDDER SAFETY EVALUATION QUESTIONAIRE

CONTRACTOR SAFETY RECORD INFORMATION

The Contractor’s safety record shall be reviewed and evaluated in addition to other quality and

performance criteria as part of bid evaluation process. Failure to provide the requested

information and documentation may result in rejection of your bid as non-responsive.

Accordingly, all bidders must submit the following information regarding their safety record.

The following definitions shall apply to this section:

“DART incident rate” – Acronym for “Days Away, Restrictions and Transfers”. The

DART incident rate may be used to show the relative level of injuries and illnesses

within a firm compared to the industry. It is based only on those injuries and illnesses

severe enough to warrant “Days Away, Restrictions and Transfers”. The DART incident

rate is calculated using OSHA’s Form 300 and the following formula:

((Number of entries in column H (days away from work) + column I (job transfer or

restriction) x 200,000) / (Number of hours worked by all employees) = DART Incident

rate.

“EMR” – Acronym for “Experience Modification Rate,” is an indicator of a contractor’s

past safety performance, widely used by the insurance industry as an equitable means

of determining premiums for workers' compensation insurance. The rating system

considers the average workers' compensation losses for a given firm's type of work and

amount of payroll and predicts the dollar amount of expected losses to be paid by that

employer in a designated rating period, usually three years. The rating is based on

comparison of firms doing similar types of work, and the employer is rated against the

average expected performance in each work classification. Losses incurred by the

employer for the rating period are then compared to the expected losses to develop an

experience rating.

“OSHA” – Acronym for the Federal Occupational Health and Safety Administration. The

term “OSHA” as used in this Policy also refers to any state or local agency having

jurisdictional authorization to enforce worker safety requirements and assess fines or

warnings for violation of worker safety standards.

1. OSHA DART Incident Rate. Provide the bidder’s DART Incident Rate calculated

from OSHA’s Form 300 for the last three years and the other required information

shown in the example table below. The bidder must attach all supporting

documentation and calculations including certified OSHA forms.

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YEAR CONTRACTOR DART INCIDENT

RATE

INDUSTRY DART

INCIDENT RATE

INDUSTRY FIELD AND CODE

2. Experience Modification Rate (EMR). Provide the bidder’s most recent

Experience Modification Rate (EMR) based on insurance claims history. The bidder

must provide the source of the EMR information and contact information of insurer entity

providing the EMR.

YEAR CONTRACTOR EMR

INDUSTRY FIELD AND CODE

NAME AND CONTACT INFO FOR EMR INFORMATION

3. Answer the following OSHA Specific Questions:

(a) Within the last 2 years, has the bidder received any citations classified by

OSHA as being (1) serious, (2) willful and/or (3) repeat violations where your

company operates?

Yes _____ No ________

If yes, attach a copy of each such citation and violation.

(b) Has the bidder experienced any work-related fatalities within the last five

years?

Yes ______ No ______

(c) Has the bidder had any citations issued by OSHA as a result of work

related fatalities within the past 5 years?

Yes ______ No ______

of 4

(d) Is the bidder under investigation for any work-related fatalities?

Yes ______ No ______

(e) If your answer is “yes” to 3(b), (c) or (d), provide a copy of the citation(s),

list of number(s) of fatalities and documented explanation of the fatality.

4. Safety Plan:

(a) Does the company have a written safety program that includes

responsibility for all aspects of safety management?

Yes_________ No _______

(b) Does the company have a written plan for safety training of new

employees and ongoing training of existing employees?

Yes_________ No _______

(c) Does the company have documented evidence of safety training that they

have conducted?

Yes_________ No _______

(d) If the company has employees with limited English ability, does the

company have a written plan for ensuring that their employees understand the

training they are being given?

Yes_________ No _______

(e) Do all supervisors have an appropriate documented level of OSHA training

(e.g., a minimum of 30 hour OSHA construction safety training)?

Yes_________ No _______

(f) Do employees have documented basic OSHA 10 hour construction safety

training?

Yes_________ No _______

(g) Does the company have a documented Hazard Communication Program?

Yes_________ No _______

of 4

5. Required Written Explanation of Safety Record. If the bidder has any of the

following: (a) DART incident rate greater than its industry average, (b) an EMR greater

than 1.0, (c) answered “yes” to any of the OSHA Specific Question above, or (d)

answered “no” to any of the Safety Plan questions, the bidder shall provide the City, in

its bid, a detailed written explanation of its safety record and the reasons why such

safety history is NOT representative of its future performance and what specific actions

it has taken to improve its overall safety record. Failure to provide a written explanation

of its safety record pursuant to this paragraph may be deemed as non-responsive by

the City.

INSTRUCTIONS ON UBE REQUIREMENTS

FOR USE IN BIDDING ON CONSTRUCTION PROJECTS WITH THE CITY OF DURHAM

EQUAL BUSINESS OPPORTUNITY PROGRAM

CONSTRUCTION FORMS Updated 08/19

2

These instructions summarize the provisions of the City of Durham’s Equal Business Opportunity Ordinance as it applies to the bid process. Of course, as with any summary, it cannot reflect all of the ordinance.

QUESTIONS AND ANSWERS ON UBE REQUIREMENTS

1. What is the purpose of the City’s Equal Business Opportunity (EBOP) program? The City Manager has set UBE goals for certain contract classifications. There will be a goal for UBEs owned by minorities and a goal for UBEs owned by women. For the bid to be fully considered by the City, the bid needs to meet the established goals or the bidder needs to have made good-faith efforts to subcontract with UBEs in order to meet the goals. In order to be given credit for making those good-faith efforts, the bidder must provide written documentation of those good-faith efforts. That written documentation must be submitted to the City within 2 days after the bid opening unless a different time is stated by the City. See the instructions below regarding Form E-107.

2. What is an “UBE”? It means an Underutilized Business Enterprise. An UBE is a business, certified

by the N. C. Department of Administration HUB Office, N.C. Department of Transportation or the

U.S. Small Business Administration Section 8(a) Business Development Program as a minority or

women business enterprise. The qualifying UBE needs to have its certification from one of the

above named entities before the bid opening if it is to count toward meeting the goals. Failure to

provide evidence of UBE status may disqualify the firm’s participation for the purpose of meeting

UBE goals

For purposes of this document and associated forms, any reference to an “UBE,” or similar reference shall

include reference to a qualified women or minority owned firm certified and approved in accordance with

the above paragraphs.

3. What UBE forms must a bidder or contractor turn in to the City, and when?

Name or description of form Necessary to submit this form? When to submit it?

E-101 (UBE PARTICIPATION

ON BASE BID)

Always With the bid

E-102 (UBE PARTICIPATION

ON BID ALTERNATE)

Yes, if there are alternates. Use a

separate form for each alternate.

With the bid

E-103 reserved for future use) n/a n/a

E-104 (EMPLOYEE BREAKDOWN)

Yes, or a EEO-1 form if large enough to report employment statistics to the federal government.

With the bid

3

UBE forms continued

E-105 (STATEMENT OF

INTENT TO PERFORM AS

SUBCONTRACTOR)

Yes, if the bidder proposes to

count any subcontracts with

UBEs towards the UBE goals

Within 5 days after bid

opening unless a

different time is stated

by the City.

E-106 (REQUEST TO CHANGE

UBE PARTICIPATION AFTER

BID OPENING)

Yes, if the bidder or contractor proposes certain changes in its subcontracting

Not with the bid. Once the bidder is identified as the apparent lowest responsible bidder, this form is due before the bidder/contractor can make the proposed change.

E-107 (QUESTIONNAIRE ON

BIDDER’S GOOD-FAITH

EFFORTS)

Yes, if the bidder fails to meet the

UBE goals. Do not turn in if the

bidder met the goals.


opening unless a


by the City

Good-faith documentation Yes, if the bidder failed to

meet the UBE goals.


opening unless a


by the City

4

4. If a bidder fails to meet the UBE goals, can it still be awarded the contract? Bidders that do not meet the goals but demonstrate good-faith efforts are treated equally to those that meet the goals. Awarding a contract is ultimately the decision of the City Council, which considers compliance with the EBO ordinance along with other matters.

5. In making good-faith efforts, what UBEs should a potential bidder contact? The City provides a

list of UBEs that have been certified by the N. C. Department of Administration HUB Office, as a

minority or women business enterprise for particular trades, services, goods, etc. Potential bidders

should contact UBEs listed for the work that can be subcontracted.

6. Our firm already has employees who can do the work and does not want to subcontract that

work. How does this fit in? The purpose of the EBO ordinance is to change business practices that

would otherwise occur, by giving opportunities to under-used segments of the economy. If the bidder

does not meet the goals, its good-faith efforts will be examined as with any other bidder that did not meet

the goals.

7. If the bidder contacts an underutilized business enterprise owned by a minority or woman that

could become a UBE, will that count toward good-faith efforts? This contact will not count unless the

firm that you contact is certified by the N. C. Department of Administration HUB Office, N.C. Department

of Transportation or the U.S. Small Business Administration Section (a) Business Development Program

as a minority or women business enterprise before the bids are opened. In making good-faith efforts, let

us suppose that a potential bidder contacts firms that could qualify to be UBEs. If those firms have their

certification from the previously identified authorities at the time of the bid opening, those contacts will

count towards good-faith efforts. But there is a risk, because getting certification takes time.

8. Do all subcontracts with UBEs count? The City will count as UBE participation only expenditures to an

UBE that performs a commercially-useful function in the relevant work. An UBE performs such a function

when the minority or women business owners themselves are actually involved in performing, managing,

and supervising a distinct element of the work. To determine whether those requirements are met, the

City takes into account the amount of work subcontracted, industry practices, the adequacy of the

resources of the UBE for the work, the qualifications, such as possession of licenses, permits, and

professional designations of the minority and women owners, and other relevant factors. For example, if

an UBE lacks substantially all of the resources equipment and personnel to do the work it shall be

presumed not to perform a commercially-useful function. The EBO ordinance includes more points to

consider on this issue.

9. May an UBE enter into subcontracts? This question arises in two situations: (1) the bidder is an UBE

and (2) the bidder is subcontracting with an UBE. Consistent with normal industry practices, an UBE

may enter into subcontracts. If an UBE subcontracts a significantly greater portion of the work of the

contract than would be expected on the basis of normal industry practices, the UBE shall be presumed

not to be performing a commercially-useful function. The UBE may present evidence to rebut this

presumption to the City.

10. What does it mean to say that information must be submitted “with the bid”? Unless bidders are given other written instructions from the City, it means that the information must be in a sealed envelope, delivered to the same place where a bid can be delivered, and before the time set for the bid opening. Unless bidders are given other written instructions from the City, the information can be either in the same envelope as the bid or in a separate envelope. If it is a separate envelope, the outside of the envelope must state the same information that is required on the bid envelope, and that it contains UBE forms.

5

11. When the chart in question 3 says that a form can be submitted 2 days or 5 days after the bid

opening, exactly when is it due? Where is it to be submitted?

. The form must be submitted to the City’s Equity & Inclusion Department, located at 101 City Hall Annex or

faxed/emailed to (919) 560-4513, so that it is received within 2 days or 5 days (whichever applies

according to the chart) after the bid opening. If the form is faxed/emailed, it must be received before

midnight on that 2nd or 5th

day. If it is delivered by any other means, it must be received before 5:00 PM.

In counting these 2 days or 5 days, exclude the following: the day of the bid opening, Saturday, Sunday,

and holidays observed by city government of the City of Durham. For instance, for a form due in 2 days, if

the bid opening is on a Thursday, the due date for the form would be on the following Monday (midnight if

faxed, otherwise 5:00 PM). If the day after the bid opening or that Monday is a City holiday, the form would

be due on Tuesday. For a form due in 5 days, if the bid opening were on Tuesday, the due date for the

form would be on the following Tuesday (midnight if faxed, otherwise 5:00 PM). If any weekday between

those Tuesdays is a City holiday or if the Tuesday on which the form would be due is a City holiday, the

form would be due on Wednesday. It is best to place the documents inside an envelope, and to write on

the outside of the envelope the same information that is required on the bid envelope, and that it contains

UBE forms. Holidays observed by city government are New Years' Day, Dr. Martin Luther King, Jr., Day;

Good Friday, Memorial Day, Independence Day, Labor Day, Veteran’s Day, Thanksgiving Day, the day

after Thanksgiving Day, Christmas Day; two days (varying from year to year) during the week of Christmas

Day; and other times as may be authorized by City Council.

12. When there are bid alternates how is UBE participation counted? The total amount of the award

actually made by the City is the key. For instance, assume the following made-up example:

Base bid is $200,000

Alternate A bid is $50,000

Alternate B bid is $22,000

Minority-owned UBE goal is 11%. The bidder proposes Minority-owned UBE participation as follows: $22,000 on the base bid, $4,000 on Alternate A, and $10,000 on Alternate B.

In this fictional example, the bidder may or may not meet the goal, depending on the actual award by Council. This chart illustrates:

6

A W A R D B Y C I T Y C O U N C I L

Only the base bid

Base bid + Alternate A Base bid + Alternate B Base bid + Alternates A & B

Bid total $200,000 $250,000

(200,000 + 50,000)

$220,000

(200,000 + 20,000)

$270,000 (200,000 + 70,000)

Total UBE participation

$22,000 $26,000 (22,000 + 4,000)

$32,000

(22,000 + 10,000)

$36,000

(22,000 + 14,000)

Minority‐owned

UBE

percentage

11% 10.4% 14.5% 13.3%

Meet 11%

Minority‐ owned UBE goal?

Yes No Yes Yes

14. How is the lease of equipment by an UBE counted? If the UBE leases equipment for the work of the

contract, the value of the lease payments is included as part of the UBE’s participation. However, it is not proper to include such lease payments if they are to be made to the prime contractor or the prime

contractor’s “Affiliate.” To understand what an “Affiliate” is, see section 26‐3 of the EBO ordinance.

15. How is the purchase of goods from an UBE counted? If the bidder is buying goods from an UBE, the

cost of the goods can be considered UBE participation only if (a) the UBE operates or maintains a factory

that produces the goods, or (b) the UBE has an establishment where the goods of the general character

described by the specifications or required under the Contract are regularly sold or leased to the public in

the usual course of business. If (b) applies, the UBE’s principal business must be selling or leasing those

goods and the UBE must operate under its own name

INSTRUCTIONS FOR INDIVIDUAL UBE BID FORMS FOR CONSTRUCTION

Form E-101 (UBE PARTICIPATION) On this form, “participation” is the dollar amount of subcontracts for

significant goods and services to be used to perform the contract. For instance, if the bidder would enter into

subcontract with UBEs for a total of $30,000, that would be the UBE participation amount. The sum of UBE

participation and non-UDBE participation should equal the amount of the bid. Form E-101 is required for the

base bid

Form E-102 (UBE PARTICIPATION ON BID ALTERNATE) This form is essentially the same as Form E-

101, except that it is used for the alternate bids instead of the base bid. Use a separate Form E-102 for each

alternate bid.

7

Form E-103 reserved for future use

Form E-104 (EMPLOYEE BREAKDOWN) Complete Part A for the primary location where the goods and services that are the subject of the bid are to be made or provided. If the parent company or other locations of the bidder are providing any substantial portion of the goods or services, then the bidder must also complete Part B, for the consolidated company. If the bidder has an EEO-1 Report that provides the same information as required on the Form E-104, the EEO-1 Report may be used instead. On whether to submit Form E-104, see question 3 above. See questions 3 and 11 above on when and where to turn in this form.

Form E-105 (STATEMENT OF INTENT TO PERFORM AS SUBCONTRACTOR) The bidder must provide a Form E-105 (Statement of Intent) for each UBE firm that the bidder would subcontract with if the City awards the contract to the bidder. See questions 3 and 11 above on when and where to turn in this form.

On Form E-105, what happens if column 2 (dollar amount) disagrees with column 3 (percentage)? If there is a conflict between the dollar amount in Column 2 and the percentage of base bid in Column 3, the percentage stated in Column 3 will control. For instance, if Column 2 if $10,000, Column 3 is 10%, and the base bid is $200,000, there is an error, because ten percent of $200,000 is $20,000, not $10,000. In that example, the form will be read as a commitment for $20,000. If the UBE both (i) is doubtful of its arithmetic and (ii) wants Column 2 to control in case of disagreement, it may say that Column 2 will control over Column 3, but to do so, it must write that on Form E-105.

E-106 (REQUEST TO CHANGE UBE PARTICIPATION AFTER BID OPENING) When is this form used? Beginning with the time that the City Manager identifies a bidder as the apparent lowest responsible bidder and continuing as that bidder is awarded the contract and continuing until that bidder/contractor reaches the point of final completion of the work, Form E-106 is to be used when the following occurs: If the bidder/contractor proposes to do any of the following;

to replace a subcontractor, to perform subcontracted work with the bidder/contractor’s own forces, to increase the quantity of subcontracted work, to decrease the quantity of subcontracted work, or to change the allocation of work among subcontractors,

then the bidder/contractor must make good-faith efforts to attain the goals that it has shown on the E-101 and applicable E-102 forms, and the bidder/contractor must fill out Form E-106. Substitutions of subcontractors in these circumstances, both before and after the awarding of a contract, are subject to City approval. Consult the City’s Equity & Inclusion Department on the procedures to follow in order to comply with City Code 26- 10(c).

E-106 (QUESTIONNAIRE ON BIDDER’S GOOD-FAITH EFFORTS) Bidders that do not attain the UBE goals have the responsibility to make good-faith efforts and to demonstrate to the City that they have made such efforts. In determining a bidder’s good-faith efforts to engage UBEs, the City Manager shall consider the information supplied by the bidder to answer the questions in Form E-107, along with other criteria that the City Manager deems proper. Form E-107 is an optional tool that bidders may use to show that they have made good-faith efforts. See questions 3 and 11 above on when and where to turn in this form. Even when this form may be submitted after the bid opening, it cannot include information on efforts made after the bid opening. Even if a bidder does not use Form E-107, the City will nevertheless attempt to answer the questions on the E-107 using good-faith documentation supplied by the bidder. Bidders who do not turn in Form E-107 will still find it helpful to know how the City will determine whether good-faith efforts have been made.

8

For Section 2 of Form E-107 -- To make the best good-faith efforts as described under Section 2 on E-107,

your firm should have sent a written letter, email, phone call or fax to all UBEs on the City’s list that perform

the kind of work to be subcontracted. Your firm needs to keep a record of all of these attempts to reach

UBEs. That letter would say, in effect, as follows: (Of course, your firm would need to write appropriate words

where italicized instructions are used below.)

Our firm is interested in bidding on a contract with the City of Durham for [describe the project]. We

are interested in subcontracting, to your firm, the following work [describe specific work, for example,

painting of interiors of 5 rooms, including prep work; or supplying 20 circuit breakers of type XJE‐R or

equivalent]. You may inspect the applicable plans and specifications and descriptions of items to be

purchased at our office located at the address shown above, or at the City of Durham’s Equity &

Inclusion Department, 101 City Hall Plaza Annex, Durham, N.C., 27701, 919‐560‐ 4180[, or at the

AGC plan room in (specify the locations)]. You may obtain a copy [explain how and from whom (the

City, architect, engineer, etc.) the potential subs can obtain a copy].

If applicable, tell the UBEs at which offices of the AGC the plans and specifications may be seen, possibly from the following AGC list.

1100 Euclid Avenue

Charlotte, NC 28203-1868

Phone: (704)372-1450

Caswell Bldg., Glenwood

Place 3700 National Drive,

Ste. 201

Raleigh, NC 27612

Phone: (919)781-3270 2713 Breezewood Avenue

Fayetteville, NC 28303 Phone: (910)484-0184

2527 S. 17th St.

Wilmington, NC 28401

(McGee CADD Reprographics

Bldg.) Phone: (910)791-5533

Other AGC locations if they have the plans and specifications

GOOD-FAITH DOCUMENTATION. This is not a City form but is documentation to be supplied by the bidder. See the instructions on Form E-107 above. Unless the bidder meets the UBE goals, the bidder must demonstrate that it made good-faith efforts. To do so, it can use a combination of providing answers to Form E-107 and documentation, such as copies of the notices to UBEs that are described in question 1(c) on Form E-107. See questions 3 and 11 above on when and where to turn in this form. Even when this documentation may be submitted after the bid opening, it cannot include information on efforts made after the bid opening.

9

Form E‐101 UBE PARTICIPATION ON BASE BID

Name of Bidder:

Total dollar amount of UBE participation in base bid work:

or each row, check one column: E or F

Column A Column B Column C Column D Column E Column F

Name of

proposed

subcontractor

for base bid

work

Goods and

services to

be provided

for base bid

work

Subcontract

amount, in

dollars, for

base bid

work

Percentage

of total base

bid (Column

C divided by

total base

bid)

Minority-

owned

UBE

Women-

owned

UBE

$ %

$ %

$ %

$ %

Attach extra sheets as needed.

Do the above participation amounts meet the goals on this contract, assuming only the base bid is counted? Yes No. If the answer is No: (1) the bidder must have made good-faith efforts; (2) the bidder must

provide, within 2 business days after bid opening, documentation of good-faith efforts; and (3) the bidder

must sign below.

As an authorized representative of the Bidder, I swear or affirm under penalty of fraud that the good-faith

efforts documentation submitted with this bid, pertaining to the base bid and all alternates, if any, is correct

and not intended to defraud or mislead. After the contract between the City and the Bidder is signed,

except to the extent that the City gives prior written approval for changes, the Contractor agrees that it shall

engage the subcontractors listed on this E-101 and on all applicable E-102 forms, to perform the work for

the dollar amounts or percentages described on this E-101 and applicable E-102s.

Signature of Individual authorized to sign for Bidder

10

Form E102 UBE PARTICIPATION ON BID ALTERNATE

This form pertains to the following bid alternate: (Speciify the alternate, in the way that it is designated in the bid docments)

Name of Bidder:

Total dollar amount of UBE participation in work on this alternate:

For each row, check one column: E or F Column A Column B Column C Column D Column E Column F Name of

proposed

subcontractor

for this

alternate

Goods and

services to

be provided

for this

alternate

Subcontract

amount, in

dollars, for

this alternate

Percentage of

total bid for

this alternate

(Column C

divided by

total bid for

this alternate)

Minority-

owned UBE

Women-

owned UBE

$ %

$ %

$ %

$ %

Attach extra sheets as needed.

11

Form E-104 EMPLOYEE BREAKDOWN

Part A – Employee statistics for the primary location

M——a——l——e——s F——e——m——a——l——e——s Employment

category

Total

Employees

Total

males

Total

females

White Black Hispanic Asian or

Pacific

Islander

Indian or

Alaskan

Native


Pacific

Islander

Indian

or

Alaskan

Native

Project

Manager

Professional

Technical

Clerical

Labor

Totals

Part B – Employee statistics for the consolidated company. (See

instructions for this form on whether this part is required.)

M——a——l——e——s F——e——m——a——l——e——s Employment

category

Total

Employees

Total

males

Total

females


Pacific

Islander

Indian or

Alaskan

Native


Pacific

Islander

Indian

or

Alaskan

Native

Project

Manager

Professional

Technical

Clerical

Labor

Totals

It is in the City’s interest to collect accurate data on the makeup of the business owners that contract with the City. Your

response to the follow questions is optional, although the City would appreciate your response:

Are you (the business owner for this bid/proposal) certified as a minority or woman firm with the N.C. HUB Office, N.C.

Dept. of Transportation or Small Business Administration 8(a) Program? Yes________ No______

If NOT, please put an X beside any of the following with which more than 50% of the ownership

identifies: ______White/Non-Hispanic _____Black _____Hispanic _____Asian _____American Indian _____Woman

I certify that the information provided is true and correct at this time.

_________ _____________________________________________

Date Authorized Signature/ Name of Firm

12

Form E‐105 STATEMENT OF INTENT TO PERFORM AS SUBCONTRACTOR

Name of Bidder:

Name of Project:

The undersigned firm meets the City of Durham’s criteria as a UBE.

The undersigned UBE represents that it will enter into a formal contract with the Bidder to perform the

following work in connection with the Project, in the dollar amount or percentage listed below, if the Bidder

signs a contract with the City of Durham for the Project.

Describe the work in sufficient detail so that it can be determined whether the UBE’s work is a substantial and

necessary part of the Project.

Column 1 - description of

work to be done by

undersigned UBE

Column 2 -dollar amount of

the proposed subcontract

between the bidder and the

undersigned UBE

Column 3 - percentage of

Bidder’s base bid represented

by the proposed subcontract

between the Bidder and the

undersigned UBE

The undersigned -UBE will be ready to begin work on the subcontract on the following date:

Name of UBE: Telephone No. Fax No.

Address: Zip Code: Signature of authorized representative of UBE

Title of the person who signed above:

What persons with the UBE should the City contact with questions about this form or the proposed subcontract?

Name of individual: Telephone No.

Title of Individual:

Email address:

By submitting this form to the City of Durham, the Bidder represents that if the Bidder signs the contract with the City of Durham for the Project, the Bidder will enter into the subcontract described above with this UBE.

13

Form E-106 REQUEST TO CHANGE UBE PARTICIPATION AFTER BID OPENING

Project:

Name of bidder or contractor:

Name and title of representative of bidder or contractor:

Address : Zip Code:

Telephone No.: Fax Number:

Email address:

Total amount of original contract, before any change orders or amendments:

Total amount of the contract, including all approved change orders and amendments to date, but not counting the changes proposed in this form:

Dollar amount of changes proposed in this form:

The proposed change (check one) increases decreases the dollar amount of the bidder’s/contractor’s contract

with the City.

Does the proposed change decrease the UBE participation? (check one) yes no

If the answer is yes, complete the following:

This form is used only if the conditions described in the instructions are present.

BOX A

For the subcontract proposed to be changed (increased, reduced, or eliminated): Name of subcontractor:

Goods and services to be provided before the proposed change:

Is it proposed to eliminate this subcontract? yes no If the subcontract is to be increased or reduced, describe the nature of the change (such as adding $5,000 in concrete work and deleting $7,000 in grading):

Dollar amount of this subcontract before this proposed change:

Dollar amount of this subcontract after this proposed change:

This subcontractor is (check one):

1. Minority-owned UBE

2. Women-Owned UBE

3. Not a UBE

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BOX B. Proposed subcontracts other than the subcontract described in Box A above (continued)

Name of sub-contractor for the new work:

Goods and Services to be provided by this proposed subcontractor:

Dollar amount proposed of this proposed subcontract: This sub-contractor is:

1. Minority-owned UBE

2. Women-Owned UBE

3. Not a UBE

Add additional sheets as necessary.

This form is used only if the conditions descried in the instructions are present.

15

Form E-107 QUESTIONNAIRE ON BIDDER’S GOOD-FAITH EFFORTS

Name of Bidder:

If you find it helpful, feel free to attach pages to explain your answers. How many pages is your

Firm attaching to this questionnaire? __________________ (Don’t count the 2 pages of this questionnaire.)

If a yes or no answer is not appropriate, please explain the facts. All of the answers to these questions

relate only to the time before your firm submitted its bid or proposal to the City. In other words,

actions that your firm took after it submitted the bid or proposal to the City cannot be mentioned or

used in any answers.

1. SOLICITING UBEs.

(a) Did your firm solicit, through all reasonable and available means, the interest of all UBEs (that is, in the list provided by the City) in the scopes of work of the contract? yes no

(b) In such soliciting, did your firm advertise? yes no Are you attaching copies to this questionnaire, indicating the dates and names of newspaper or other publication for each ad if that information is not already on the ads? yes no

(c) In such soliciting, did your firm send written (including electronic) notices or letters? Are you attaching one or more sample notices or letters? yes no

(d) Did your firm attend the pre-bid conference? yes no

(e) Did your firm provide interested UBEs with timely, adequate information about the plans, specifications, and requirements of the contract? yes no

(f) Did your firm follow up with UBEs that showed interest? yes no

(g) With reference to the UBEs that your firm notified of the type of work to be subcontracted -- Did your firm tell them?

(i) the specific work your firm was considering for subcontracting? yes no

(ii) that their interest in the contract is being solicited? yes no

(iii) how to obtain and inspect the applicable plans and specifications and descriptions of items to be purchased? yes no

16

2. BREAKING DOWN THE WORK.

(a) Did your firm select portions of the work to be performed by UBEs in order to increase the likelihood that the goals would be reached? yes no

(b) If yes, please describe the portions selected. ANSWER:

3. NEGOTIATION. In your answers to 3, you may omit information regarding UBEs for which you are providing Form E-105.

(a) What are the names, addresses, and telephone numbers of UBEs that you contacted? ANSWER:

(b) Describe the information that you provided to the UBEs regarding the plans and specifications for the work selected for potential subcontracting. ANSWER:

(c) Why could your firm not reach agreements with the UBEs that your firm made contact with? Be specific. ANSWER:

4. ASSISTANCE TO UBEs ON BONDING, CREDIT, AND INSURANCE.

(a) Did your firm or the City require any subcontractors to have bonds, lines of credit, or insurance? yes no (Note: In most projects, the City has no such requirement for subcontractors.)

(b) If the answer to (a) is yes, did your firm make efforts to assist UBEs to obtain bonds, lines of credit, or insurance? yes no If yes, describe your firm’s efforts. ANSWER:

(c) Did your firm provide alternatives to bonding or insurance for potential subcontractors? yes no If yes, describe. ANSWER:

5. GOODS AND SERVICES. What efforts did your firm make to help interested UBEs to obtain goods or services relevant to the proposed subcontracting work? ANSWER:

6. USING OTHER SERVICES.

(a) Did your firm use the services of the City to help solicit UBEs for the work? yes no Please explain. ANSWER:

(b) Did your firm use the services of available minority/women community organizations, minority and women contractors' groups, government-sponsored minority/women business assistance agencies, and other appropriate organizations to help solicit UBEs for the work? yes no Please explain. ANSWER:

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City of Durham Insurance Requirements

Contractor agrees to maintain, on a primary basis and at is sole expense, at all times

during the life of this Contract the following applicable coverage’s and limits. The

requirements contained herein, as well as City’s review or acceptance of insurance

maintained by Contractor is not intended to and shall not in any manner limit or qualify

the liabilities or obligations assumed by Contractor under this Contract.

Commercial General Liability – Combined single limit of no less than $1,000,000 each

occurrence and $2,000,000 aggregate. Coverage shall not contain any endorsement(s)

excluding nor limiting Product/Completed Operations, Contractual Liability or Cross

Liability.

Automobile Liability – Limits of no less than $1,000,000 Combined Single Limit.

Coverage shall include liability for Owned, Non-Owned and Hired automobiles. In the

event Contractor does not own automobiles, Contractor agrees to maintain coverage for

Hired and Non-Owned Auto Liability, which may be satisfied by way of endorsement to

the Commercial General Liability policy or separate Auto Liability policy. Automobile

coverage is only necessary if vehicles are used in the provision of services under this

Contract and/or are brought on a City of Durham site.

Umbrella or Excess Liability – Contractor may satisfy the minimum liability limits

required above under an Umbrella or Excess Liability policy. There is no minimum Per

Occurrence limit of liability under the Umbrella or Excess Liability, however, the Annual

Aggregate limits shall not be less than the highest ‘Each Occurrence’ limit for required

policies. Contractor agrees to endorse City of Durham as an ‘Additional Insured’ on the

Umbrella or Excess Liability, unless the Certificate of Insurance states the Umbrella or

Excess Liability provides coverage on a ‘Follow-Form’ basis.

Worker’s Compensation & Employers Liability – Contractor agrees to maintain

Worker’s Compensation Insurance in accordance with North Carolina General Statute

Chapter 97 and with Employer Liability limits of no less than $1,000,000 each accident,

each employee and policy limit. This policy must include a Waiver of Subrogation in

favor of the City of Durham.

Professional Liability- Contractor agrees to maintain Professional Liability Insurance

with limits no less than $1,000,000, covering claims arising out of professional architect,

engineers and surveyors services performed in connection with this contract.

Environmental/Pollution- Contractor agrees to maintain Environmental/Pollution

Liability Insurance with limits no less than $1,000,000 per occurrence and $2,000,000

aggregate, covering claims arising out of the use or application of chemicals/herbicides as

well as the negligent release of hazardous materials. Coverage may also be satisfied by

endorsement to the Commercial General Liability policy with minimum limits of

$1,000,000/$2,000,000.

Builder’s Risk- Contractor agrees to provide and maintain insurance at the full value of

the construction contract, replacement cost coverage on the work in progress plus

materials on and off site and in transit, Contractor is responsible for all uninsured losses.

Additional Insured – Contractor agrees to endorse the City as an Additional Insured on

the Commercial General Liability. The Additional Insured shall read ‘City of Durham as

its interest may appear’.

Certificate of Insurance – Contractor agrees to provide City of Durham a Certificate of

Insurance evidencing that all coverage’s, limits and endorsements required herein are

maintained and in full force and effect, and Certificates of Insurance shall provide a

minimum thirty (30) day endeavor to notify, when available, by Contractor’s insurer. If

Contractor receives a non-renewal or cancellation notice from an insurance carrier

affording coverage required herein, or receives notice that coverage no longer complies

with the insurance requirements herein, Contractor agrees to notify the City within five

(5) business days with a copy of the non-renewal or cancellation notice, or written

specifics as to which coverage is no longer in compliance. The Certificate Holder address

should read:

City of Durham

Attn: (Insert Contact Name and Department maintaining the Contract)

101 City Hall Plaza

Durham, NC 27701

All insurance companies must be authorized to do business in North Carolina and be

acceptable to the City of Durham’s Risk Manager.

Up-dated 8/6/2019

REQUEST FOR APPROVAL OF SUBSTITUTION

REQUEST FOR APPROVAL OF SUBSTITUTION

This form must be included as part of the bid Package where substitution has been requested. In

Order for a substitution to be considered in the bid, all supporting information and specifications on

the subject materials must be presented to the owner no later than ten (10) days prior to the bid

opening and approved. Said approval will require an addendum to the bid being transmitted to all

other bidders prior to the bid. Any substitution, which adds to the cost of the project budget, will be

borne by the contractor requesting the substitution.

Original Item and Specification Substitute Item and Specifications:

________________________________________________________________________

________________________________________________________________________

________________________________________________________________________

________________________________________________________________________

________________________________________________________________________

________________________________________________________________________

________________________________________________________________________

________________________________________________________________________

________________________________________________________________________

________________________________________________________________________

________________________________________________________________________

________________________________________________________________________

________________________________________________________________________

________________________________________________________________________

________________________________________________________________________

________________________________________________________________________

Requested by:_________________________________________ Date:_______________

Approved by:__________________________________________ Date:_______________

Disapproved by:________________________________________Date:_______________

City of Durham

EXAMPLE DOCUMENTS FOR USE DURING CONSTRUCTION

Standard Form of Agreement between Owner and Contractor

Subcontractor Monthly Record of Payment Report

Equal Business Opportunity Program (EBOP) Final Subcontracting Report

Reimbursable Sales Tax Forms

Contract Change Order Form

Claim for Additional Time on the Basis of Adverse Weather Conditions

AIA®

Document A101TM – 2017

Standard Form of Agreement Between Owner and Contractor where

the basis of payment is a Stipulated Sum

AIA Document A101™ – 2017. Copyright © 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991, 1997, 2007 and 2017 by

The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International

Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties,

and will be prosecuted to the maximum extent possible under the law. This draft was produced by AIA software at 09:02:35 ET on 01/09/2020 under

Order No.3357103196 which expires on 03/13/2020, and is not for resale.

User Notes: (844713559)

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ADDITIONS AND DELETIONS: The

author of this document has

added information needed for

its completion. The author

may also have revised the

text of the original AIA

standard form. An Additions

and Deletions Report that

notes added information as

well as revisions to the

standard form text is

available from the author and

should be reviewed.

This document has important

legal consequences.

Consultation with an

attorney is encouraged with

respect to its completion or

modification.

The parties should complete

A101™–2017, Exhibit A,

Insurance and Bonds,

contemporaneously with this

Agreement. AIA Document

A201™–2017, General

Conditions of the Contract

for Construction, is adopted

in this document by

reference. Do not use with

other general conditions

unless this document is

modified.

ELECTRONIC COPYING of any

portion of this AIA® Document to

another electronic file is

prohibited and constitutes a

violation of copyright laws as

set forth in the footer of this

document.

AGREEMENT made as of the « » day of « » in the year « »

(In words, indicate day, month and year.)

BETWEEN the Owner:

(Name, legal status, address and other information)

« »« »

« »

« »

« »

and the Contractor:


« »« »

« »

« »

« »

for the following Project:

(Name, location and detailed description)

«DCC Center Signage Project»

« »

« »

The Architect:


« »« »

« »

« »

« »

If the Architect is designated as a “landscape architect,” General Condition 4.1.1 is

modified to insert “landscape” before “architecture”. The term “Architect” shall refer to

any design professional which Owner may determine to be appropriate for performing the

design services, including structural, mechanical, electrical, or other design services

necessary for the Project. The use of “Architect” as a defined term does not require Owner

to hire an architect. The Owner may, in its sole discretion, hire design professionals

including, but not limited to, engineers, designers, architects, landscape architects, or

other design or service professionals appropriate for the Project. If there is no Architect

named in this section, this version of A101 should not be used.

The Owner and Contractor agree as follows.






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TABLE OF ARTICLES 1 THE CONTRACT DOCUMENTS 2 THE WORK OF THIS CONTRACT 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 4 CONTRACT SUM 5 PAYMENTS 6 DISPUTE RESOLUTION 7 TERMINATION OR SUSPENSION 8 MISCELLANEOUS PROVISIONS 9 ENUMERATION OF CONTRACT DOCUMENTS

ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, Conditions of the Contract (General, Supplementary, and other

Conditions), Drawings, Specifications, Addenda issued prior to execution of this Agreement, other documents listed

in this Agreement, and Modifications issued after execution of this Agreement, all of which form the Contract, and are

as fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the entire

and integrated agreement between the parties hereto and supersedes prior negotiations, representations, or agreements,

either written or oral. An enumeration of the Contract Documents, other than a Modification, appears in Article 9.

ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall fully execute the Work described in the Contract Documents or reasonably inferable by the

Contractor as necessary to produce the results intended by the Contract Documents, except as specifically indicated in

the Contract Documents to be the responsibility of others.

ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION § 3.1 The date of commencement of the Work shall be:

(Check one of the following boxes.)

[ « » ] A date set forth in a notice to proceed issued by the Owner to Contractor in writing.

[ « » ] Established as follows:

(Insert a date or a means to determine the date of commencement of the Work.)

« »

If a date of commencement of the Work is not selected, then the date of commencement shall be the date of this

Agreement.

§ 3.2 The Contract Time shall be measured from the date of commencement of the Work.

§ 3.3 Substantial Completion § 3.3.1 Subject to adjustments of the Contract Time as provided in the Contract Documents, the Contractor shall

achieve Substantial Completion of the entire Work:

(Check one of the following boxes and complete the necessary information.)

[ « » ] Not later than « » ( « » ) calendar days from the date of commencement of the Work.






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[ « » ] By the following date: « »

§ 3.3.2 If portions of the Work are to be completed prior to Substantial Completion of the entire Work, the Contractor

shall achieve Substantial Completion of such portions by the following dates:

Portion of Work Substantial Completion Date

§ 3.3.3 If the Contractor fails to achieve Substantial Completion as provided in this Section 3.3, liquidated damages, if

any, shall be assessed as set forth in Section 4.5.

ARTICLE 4 CONTRACT SUM § 4.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractor’s performance of the

Contract. The Contract Sum shall be « » ($ « » ), subject to additions and deductions as provided in the Contract

Documents.

§ 4.2 Alternates § 4.2.1 Alternates, if any, included in the Contract Sum:

Item Price

§ 4.2.2 [Intentionally omitted] § 4.3 Allowances, if any, included in the Contract Sum:

(Identify each allowance.)

Item Price

§ 4.4 Unit prices, if any (see Section 9.2.2 of the AIA Document A201 referenced below, the “General Conditions”):

(Identify the item and state the unit price and quantity limitations, if any, to which the unit price will be applicable.)

Item Units and Limitations Price per Unit ($0.00)

§ 4.4.1 The unit prices provided in this Section 4.4 are considered complete and include (i) all materials, equipment,

labor, delivery, installation, overhead, and profit and (ii) any other costs or expense in connection with, or incidental

to, the performance of that portion of the Work to which such unit prices apply.

§ 4.5 Liquidated damages.

§ 4.5.1 Check the following option that applies:

«___» Section 4.5.2, titled “Liquidated Damages” shall apply to this Agreement. The amount of liquidated damages

shall be _______ dollars (__________) per day.

«___» Section 4.5.2, titled “Liquidated Damages” shall not apply to this Agreement.

§ 4.5.2 Liquidated Damages. The parties recognize that Owner will suffer financial loss if the Work is not completed

within the Contract Time (including adjustments and extensions, if any). They also recognize the delays, expense, and

difficulty to both parties involved in proving or contesting the amounts of those losses. Instead of requiring proof of

those amounts, it is agreed that Contractor shall be liable for and shall pay Owner the amount specified above in

Section 4.5.1 per day as liquidated damages, and not as a penalty, for each day after the Contract Time until

Substantial Completion. The amounts stated as liquidated damages are agreed to be reasonable estimates of Owner's

losses and expenses for delays, including inspections, architectural and engineering services, and administrative costs.

If any part of those delays is caused by Owner, liquidated damages shall not be charged for the portion of the delay

time that was caused by Owner but shall be charged for the portion not so caused. Owner may collect liquidated






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damages by retaining moneys otherwise due Contractor in the amount of such damages, and by other legal means.

Nothing in this Section 4.5 shall reduce Owner's rights under Article 14 of the General Conditions or other provisions

of the Contract Documents. In its discretion, Owner may waive some or all liquidated damages against the Contractor.

Such a waiver is valid only if done by a writing signed by the City Manager or Deputy City Manager, and the waiver

must refer specifically to this Section 4.5 and specifically mentions “liquidated damages.” Such a waiver shall not

constitute an extension of the Contract Time.

§ 4.6 Other:

(Insert provisions for bonus or other incentives, if any, that might result in a change to the Contract Sum.)

« N/A »

ARTICLE 5 PAYMENTS § 5.1 Progress Payments § 5.1.1 Based upon Applications for Payment including all supporting documentation submitted to the Owner and the

Architect by the Contractor and Certificates for Payment issued by the Architect, the Owner shall make progress

payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract

Documents.

§ 5.1.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of

§ 5.1.3 Provided that an Application for Payment is received by the Architect not later than the « 1st » day of a month,

the Owner shall make payment of the amount certified to the Contractor not later than the « 25th » day of the «

following » month. If an Application for Payment is received by the Architect after the application date fixed above,

payment of the amount certified shall be made by the Owner not later than « thirty-five » ( « 35 » ) days after the

Architect receives the Application for Payment.

(Federal, state or local laws may require payment within a certain period of time.)

§ 5.1.4 Each Application for Payment shall be based on the most recent schedule of values submitted by the Contractor

in accordance with the Contract Documents. The schedule of values shall allocate the entire Contract Sum among the

various portions of the Work. The schedule of values shall be prepared in such form, and supported by such data to

substantiate its accuracy, as the Architect may require. This schedule of values shall be used as a basis for reviewing

the Contractor’s Applications for Payment.

§ 5.1.5 Applications for Payment shall show the percentage of completion of each portion of the Work as of the end of

the period covered by the Application for Payment. In addition to other required items, each Application for Payment

shall be accompanied by the following, all in form and substance satisfactory to the Owner and in compliance with

applicable statutes of the State of North Carolina.

.1 A current Sworn Statement from the Contractor setting forth all Subcontractors and any material

suppliers with whom the Contractor has subcontracted, the amount of each such subcontract, the amount

requested for any subcontractor or material supplier in the application for payment, and the amount to be

paid to the Contractor from such progress payment, together with a current, duly executed waiver of

mechanics’ and material suppliers’ liens from the Contractor establishing receipt of payment or

satisfaction of the payment requested by the Contractor in the current Application for Payment.

.2 Commencing with the second (2nd) Application for Payment submitted by the Contractor, sworn

statements from all Subcontractors, material suppliers and, where appropriate, lower tier subcontractors,

affirming receipt of payment or satisfaction of payment of all amounts requested (prior to the current

Application of Payment) on behalf of such entities and disbursed prior to submittal by the Contractor of

the current Application for Payment, covering all amounts described in this Section 5.1.5.2,

.3 Such other information, documentation, and materials as the Owner, the Architect, or the title insurer

may require.

§ 5.1.6 Subject to other provisions of the Contract Documents, the amount of each progress payment shall be

computed as follows:

§ 5.1.6.1 The amount of each progress payment shall first include:

.1 That portion of the Contract Sum properly allocable to completed Work;






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.2 That portion of the Contract Sum properly allocable to materials and equipment delivered and suitably

stored at the site for subsequent incorporation in the completed construction, or, if approved in advance

by the Owner, suitably stored off the site at a location agreed upon in writing; and

.3 That portion of Construction Change Directives that the Architect determines, in the Architect’s

professional judgment, to be reasonably justified.

§ 5.1.6.2 The amount of each progress payment shall then be reduced by:

.1 The aggregate of any amounts previously paid by the Owner;

.2 The amount, if any, for Work that remains uncorrected and for which the Architect has previously

withheld a Certificate for Payment as provided in Article 9 of the General Conditions;

.3 [Intentionally omitted];

.4 For Work performed or defects discovered since the last payment application, any amount for which

the Architect or Owner may withhold payment, or nullify a Certificate of Payment in whole or in part,

as provided in Article 9 of the General Conditions; and

.5 Retainage withheld pursuant to Section 5.1.7.

§ 5.1.7 Retainage § 5.1.7.1 For each progress payment made prior to Substantial Completion of the Work, the Owner may withhold the

following amount, as retainage, from the payment otherwise due:

(Insert a percentage or amount to be withheld as retainage from each Application for Payment. The amount of

retainage may be limited by governing law.)

« five » percent (5%).

§ 5.1.7.1.1 The following circumstance is not subject to retainage:

(Insert any items not subject to the withholding of retainage, such as general conditions, insurance, etc.)

« If the Contract Sum is less than $100,000.00, there shall be no withholding of retainage. Owner, however, reserves

all rights allowed under this Agreement to withhold payment to the Contractor for unsatisfactory job progress,

defective or nonconforming construction not remedied, disputed work, or third-party claims filed against the Owner or

reasonable evidence that a third-party claim will be filed. »

§ 5.1.7.2 Reduction or limitation of retainage, if any, shall be as follows:

(If the retainage established in Section 5.1.7.1 is to be modified prior to Substantial Completion of the entire Work,

including modifications for Substantial Completion of portions of the Work as provided in Section 3.3.2, insert

provisions for such modifications.)

§ 5.1.7.2.1 If after the Project is deemed fifty percent (50%) complete based upon the Contractor’s gross project

invoices, excluding the value of materials stored off-site, except that the value of the materials stored on-site shall not

exceed 20% of the Contractor’s gross project invoices for the purpose of determining the percent completion of the

Project, and the Contractor provides Owner and the Architect the following:

.1 Written verification evidencing 50% completion of the Project; and,

.2 Written consent of the surety named in the project performance and payment bonds agreeing that the

Owner shall not retain any further retainage from periodic payments due to the Contractor;

the Owner shall cease holding retainage from future periodic payments if the Owner finds that the Contractor is

performing satisfactorily, and any nonconforming work identified in writing by the Architect or owner (prior to the

point of 50% project completion) has been corrected by the Contractor and accepted by the Architect or Owner,

whoever provided such prior notice of nonconforming work. If, however, the Owner determines the Contractor’s

performance is unsatisfactory, the Owner may reinstate the specified retainage for each subsequent periodic payment.

Notwithstanding anything to the contrary, Owner may assess retainage after 50% project completion, even if the

Contractor has complied with Sections 5.1.8.1.1 and 5.1.8.1.2 (above) and continues to perform satisfactorily as

necessary to retain two and one-half percentage (2.5%) total retainage through the completion of the Project.

§ 5.1.7.2.2 If by or before the Project is deemed 50% complete and one hundred percent (100%) performance has been

completed for the following “early” finishing trades: (1) structural steel; (2) piling; (3) caisson; or (4) demolition; and

after receipt by the Owner of an approval or certificate from the Architect that such early finishing work is acceptable






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and in accordance with the Contract Documents, and after the Contractor provides Owner and the Architect the

following:

.1 The early finishing trade subcontractor’s written request for such payment; and,

.2 Written consent of the surety named in the project performance and payment bonds agreeing that the

Owner shall make such early finishing trade payment;

the Owner shall make full payment to the Contractor for said 100% completed early finishing trade work less retainage

of five-tenths percent (0.5%) (of the early finishing trade contract) upon the later occurrence of (1) 60 days receipt of

said early finishing trade subcontractor’s written request, or (2) immediately upon receipt of said written consent of

the surety.

§ 5.1.7.3 Except as set forth in this Section 5.1.7.3, upon Substantial Completion of the Work, the Contractor may

submit an Application for Payment that includes the retainage withheld from prior Applications for Payment pursuant

to this Section 5.1.7 subject to the following conditions:

(Insert any other conditions for release of retainage upon Substantial Completion.)

« Within 60 days of receipt by Owner of (1) a pay request and (2) written consent of the surety, and after Owner has

either (1) received a Certificate of Substantial Completion, or (2) received beneficial occupancy or use of the Project

(if applicable), the Owner shall pay an amount sufficient to increase total payment to Contractor to the Contract Sum,

less such amounts as the Architect shall determine in accordance with the Final Payment provisions of Section 5.2,

including up to 250% of the Architect’s estimate of Work to be completed or corrected as shown on the tentative list of

items to be completed or corrected attached to the certificate of Substantial Completion. »

§ 5.1.8 If final completion of the Work is materially delayed through no fault of the Contractor, the Owner shall pay

the Contractor any additional amounts in accordance with Article 9 of the General Conditions.

§ 5.1.9 Except with the Owner’s prior approval, the Contractor shall not make advance payments to suppliers for

materials or equipment which have not been delivered and stored at the site.

§ 5.2 Final Payment § 5.2.1 Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the

Contractor when

.1 the Contractor has fully performed the Contract except for the Contractor’s responsibility to correct

Work as provided in Article 12 of the General Conditions, and to satisfy other requirements, if any,

which extend beyond final payment; and

.2 a final Certificate for Payment has been issued by the Architect.

§ 5.2.2 The Owner’s final payment to the Contractor shall be made no later than 30 days after the issuance of the

Architect’s final Certificate for Payment.

§ 5.3 Interest Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below,

or in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located.

(Insert rate of interest agreed upon, if any.)

« 4 » % « per annum simple interest »

ARTICLE 6 DISPUTE RESOLUTION § 6.1 Initial Decision Maker The Architect will serve as the Initial Decision Maker pursuant to Article 15 of the General Conditions, unless the

parties appoint below another individual, not a party to this Agreement, to serve as the Initial Decision Maker.

§ 6.2 Dispute Resolution For any Claim subject to, but not resolved by, dispute resolution pursuant to Article 15 of the General Conditions, the

method of binding dispute resolution shall be as follows:

(Check the appropriate box.)

[






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[ « X » ] Litigation in the exclusive forum and venue specified in Section 13.1.1 of the General Conditions.

ARTICLE 7 TERMINATION OR SUSPENSION § 7.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of the General

Conditions.

§ 7.1.1 If the Contract is terminated for the Owner’s convenience in accordance with Article 14 of General Conditions,

then the Owner shall pay the Contractor a termination fee as follows:

(Insert the amount of, or method for determining, the fee, if any, payable to the Contractor following a termination for

the Owner’s convenience.)

« $100.00 TFC fee submitted with the notice of termination for convenience in accordance with the General

Conditions. »

§ 7.2 The Work may be suspended by the Owner as provided in Article 14 of the General Conditions.

ARTICLE 8 MISCELLANEOUS PROVISIONS § 8.1 Where reference is made in this Agreement to a provision of AIA Document A201–2017 or another Contract

Document, the reference refers to that provision as amended or supplemented by other provisions of the Contract

Documents.

§ 8.2 The Owner’s representative:

(Name, address, email address, and other information)

« »

« »

« »

« »

« »

« »

§ 8.3 The Contractor’s representative:

(Name, address, email address, and other information)

« »

« »

« »

« »

« »

« »

§ 8.4 Neither the Owner’s nor the Contractor’s representative shall be changed without ten days’ prior notice to the

other party.

§ 8.5 Insurance and Bonds § 8.5.1 The Contractor shall purchase and maintain insurance as set forth in Exhibit A to this Agreement, and

elsewhere in the Contract Documents.

§ 8.5.2 The Contractor [ « » ] is or [ « » ] is not required to furnish payment and performance bonds in the form

directed by the City of Durham and in the amount of 100% of the Contract Sum, including additions. If payment and

performance bonds are required under this Agreement, they shall be made a part of the Contract Documents.

§ 8.6 [Intentionally omitted]

§ 8.7 Other provisions:






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« § 8.7.1 The Contractor affirmatively acknowledges and agrees that (i) the Contract Time provide for in the Contract

Documents to complete the Work is reasonable and (ii) the compensation provided for the Work in the Contract

Documents is reasonable. »

§ 8.7.2 The Contractor represents and warrants the following to the Owner (in addition to any other representations

and warranties contained in the Contract Documents), as an inducement to the Owner to execute this Agreement,

which representations and warranties shall survive the execution and delivery of this Agreement, any termination of

this Agreement and the final completion of the Work:

.1 that it and its Subcontractors are financially solvent able to pay all debts as they mature, and possessed

of sufficient working capital to complete the Work and perform all obligations hereunder;

.2 that it is able to furnish the plant, tools, materials, supplies, equipment, and labor required to complete

the Work and perform its obligations hereunder;

.3 that it is authorized to do business in the State of North Carolina and properly licensed by all necessary

governmental and public and quasi-public authorities having jurisdiction over it and over the Work and

the Project;

.4 that its execution of this Agreement and its performance thereof is within its duly authorized powers;

.5 that its duly authorized representative has visited the site of the Project familiarized himself with the

local and special conditions under which the Work is to be performed, and correlated its observations

with the requirements of the Contract Documents; and

.6 that it possesses a high level of experience and expertise in the business administration, construction,

construction management and superintendence of projects of the size, complexity, and nature of this

particular Project and it will perform the Work with the care, skill, and diligence of such a contractor.

The foregoing warranties are in addition to, and not in lieu of, any and all other liability imposed upon the Contractor

by law with respect to the Contractor’s duties, obligations, and performance hereunder. The Contractor acknowledges

that the Owner is relying upon the Contractor’s skill and experience in connection with the Work called for hereunder.

§ 8.7.3 STATE LAW PROVISIONS § 8.7.3.1 E-Verify Requirements. (a) If this contract is awarded pursuant to North Carolina General Statutes (NCGS)

143-129 – (i) the contractor represents and covenants that the contractor and its subcontractors comply with the

requirements of Article 2 of Chapter 64 of the NCGS; (ii) the words "contractor," "contractor’s subcontractors," and

"comply" as used in this subsection (a) shall have the meanings intended by NCGS 143-129(j); and (iii) the City is

relying on this subsection (a) in entering into this contract. (b) If this contract is subject to NCGS 143-133.3, the

contractor and its subcontractors shall comply with the requirements of Article 2 of Chapter 64 of the NCGS.

ARTICLE 9 ENUMERATION OF CONTRACT DOCUMENTS § 9.1 This Agreement is comprised of the following documents:

.1 AIA Document A101™–2017, Standard Form of Agreement Between Owner and Contractor

.2 Exhibit A, Insurance Requirements

.3 AIA Document A201™–20 , General Conditions of the Contract for Construction, as amended.

.4 [Intentionally omitted]

.5 Drawings

As listed in the _______________________________ titled, "_________________________________"

dated __________________, and sealed by _______________________________ P.E., including sheet no.

______ through sheet no. _______. Any additional Drawings, if provided, are listed below:

Number Title Date

.6 Specifications

As provided in the Project Manuel titled, "_________________________________" dated

__________________, including pages _____ through _____. Any additional Specifications, if provided,

are listed below:

Section Title Date Pages






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.7 Addenda, if any:

Number Date Pages

Portions of Addenda relating to bidding or proposal requirements are not part of the Contract

Documents unless the bidding or proposal requirements are also enumerated in this Article 9.

.8 Other Exhibits:

(Check all boxes that apply and include appropriate information identifying the exhibit where

required.)

[ « » ] AIA Document E204™–2017, Sustainable Projects Exhibit, dated as indicated below:

(Insert the date of the E204-2017 incorporated into this Agreement.)

« »

[ « » ] The Sustainability Plan:

Title Date Pages

[ « » ] Supplementary and other Conditions of the Contract:

Document Title Date Pages

.9 Other documents, if any, listed below:

(List here any additional documents that are intended to form part of the Contract Documents. AIA

Document A201™–2017 provides that the advertisement or invitation to bid, Instructions to Bidders,

sample forms, the Contractor’s bid or proposal, portions of Addenda relating to bidding or proposal

requirements, and other information furnished by the Owner in anticipation of receiving bids or

proposals, are not part of the Contract Documents unless enumerated in this Agreement. Any such

documents should be listed here only if intended to be part of the Contract Documents.)

« »

This Agreement entered into as of the day and year first written above.

IN WITNESS WHEREOF, this Agreement is executed under seal by the duly authorized officers of the City and the

Contractor.

CITY OF DURHAM

ATTEST:

______________________________ By:_________________________________






User Notes: (844713559)

10

Preaudit Certification, if necessary:

ATTEST:

_______________________________ By:____________________________

______________ Secretary ______________ President

(Affix corporate seal.)

[Note to City staff: If the Performance Bond and Payment Bond form in GBA Appendix B is used, the acknowledgment

form in that Bond is sufficient for the Contractor, so don’t also insert an acknowledgment form in the A101. However,

if that Bond form is not used, insert an acknowledgment form here, using GBA Appendix F, and type the Contractor’s

name into that form.]

AIA®

Document A201TM – 2007

General Conditions of the Contract for Construction

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User Notes: (3B9ADA3C)

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This document has important

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ELECTRONIC COPYING of any

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for the following PROJECT: (Name and location or address)

«DCC Center Signage Project»

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THE OWNER: (Name, legal status and address)

«»«»

City of Durham

«»


101 City Hall Plaza

Durham, NC 27701

THE ARCHITECT: (Name, legal status and address)

« »« »

« »

TABLE OF ARTICLES 1 GENERAL PROVISIONS 2 OWNER 3 CONTRACTOR 4 ARCHITECT 5 SUBCONTRACTORS 6 CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS 7 CHANGES IN THE WORK 8 TIME 9 PAYMENTS AND COMPLETION 10 PROTECTION OF PERSONS AND PROPERTY 11 INSURANCE AND BONDS 12 UNCOVERING AND CORRECTION OF WORK 13 MISCELLANEOUS PROVISIONS







2

14 TERMINATION OR SUSPENSION OF THE CONTRACT

15 CLAIMS AND DISPUTES







3

INDEX (Topics and numbers in bold are section headings.)

Acceptance of Nonconforming Work 9.6.6, 9.9.3, 12.3

Acceptance of Work

9.6.6, 9.8.2, 9.9.3, 9.10.1, 9.10.3, 12.3

Access to Work 3.16, 6.2.1, 12.1

Accident Prevention

10

Acts and Omissions

3.2, 3.3.2, 3.12.8, 3.18, 4.2.3, 8.3.1, 9.5.1, 10.2.5,

10.2.8, 13.4.2, 13.7, 14.1, 15.2

Addenda

1.1.1, 3.113.11.1

Additional Costs, Claims for

3.7.4, 3.7.5, 6.1.1, 7.3.7.5, 10.3, 15.1.4

Additional Inspections and Testing 9.4.2, 9.8.3, 12.2.1, 13.5

Additional Insured

11.1.4

Additional Time, Claims for 3.2.4, 3.7.4, 3.7.5, 3.10.2, 8.3.2, 15.1.5

Administration of the Contract 3.1.3, 4.2, 9.4, 9.5

Advertisement or Invitation to Bid

1.1.1

Aesthetic Effect

4.2.13

Allowances 3.8, 7.3.8

All-risk Insurance

11.3.1, 11.3.1.1

Applications for Payment 4.2.5, 7.3.9, 9.2, 9.3, 9.4, 9.5.1, 9.6.3, 9.7, 9.10, 11.1.3

Approvals

2.1.1, 2.2.2, 2.4, 3.1.3, 3.10.2, 3.12.8, 3.12.9, 3.12.10,

4.2.7, 9.3.2, 13.5.1

Arbitration 8.3.1, 11.3.10, 13.1, 13.1.1, 15.3.2, 15.4

ARCHITECT 4 Architect, Definition of

4.1.1 Architect, Extent of Authority

2.4, 2.4.1, 3.12.7, 4.1, 4.2, 5.2, 6.3, 7.1.2, 7.3.7, 7.4,

9.2, 9.3.1, 9.4, 9.5, 9.6.3, 9.8, 9.10.1, 9.10.3, 12.1,

12.2.1, 13.5.1, 13.5.2, 14.2.2, 14.2.4, 15.1.3, 15.2.1

Architect, Limitations of Authority and Responsibility

2.1.1, 3.12.4, 3.12.8, 3.12.10, 4.1.2, 4.2.1, 4.2.2, 4.2.3,

4.2.6, 4.2.7, 4.2.10, 4.2.12, 4.2.13, 5.2.1, 7.4, 9.4.2,

9.5.3, 9.6.4, 15.1.3, 15.2

Architect’s Additional Services and Expenses

2.4, 2.4.1, 11.3.1.1, 12.2.1, 13.5.2, 13.5.3, 14.2.4

Architect’s Administration of the Contract

3.1.3, 4.2, 3.7.4, 15.2, 9.4.1, 9.5

Architect’s Approvals

2.4, 2.4.1, 3.1.3, 3.5, 3.10.2, 4.2.7

Architect’s Authority to Reject Work

3.5, 4.2.6, 12.1.2, 12.2.1

Architect’s Copyright

1.1.7, 1.5

Architect’s Decisions

3.7.4, 4.2.6, 4.2.7, 4.2.11, 4.2.12, 4.2.13, 4.2.14, 6.3,

7.3.7, 7.3.9, 8.1.3, 8.3.1, 9.2, 9.4.1, 9.5, 9.8.4, 9.9.1,

13.5.2, 15.2, 15.3

Architect’s Inspections

3.7.4, 4.2.2, 4.2.9, 9.4.2, 9.8.3, 9.9.2, 9.10.1, 13.5

Architect’s Instructions

3.2.4, 3.3.1, 4.2.6, 4.2.7, 13.5.2

Architect’s Interpretations

4.2.11, 4.2.12

Architect’s Project Representative

4.2.10

Architect’s Relationship with Contractor

1.1.2, 1.5, 3.1.3, 3.2.2, 3.2.3, 3.2.4, 3.3.1, 3.4.2, 3.5,

3.7.4, 3.7.5, 3.9.2, 3.9.3, 3.10, 3.11, 3.12, 3.16, 3.18,

4.1.2, 4.1.3, 4.2, 5.2, 6.2.2, 7, 8.3.1, 9.2, 9.3, 9.4, 9.5,

9.7, 9.8, 9.9, 10.2.6, 10.3, 11.3.7, 12, 13.4.2, 13.5, 15.2

Architect’s Relationship with Subcontractors

1.1.2, 4.2.3, 4.2.4, 4.2.6, 9.6.3, 9.6.4, 11.3.7

Architect’s Representations

9.4.2, 9.5.1, 9.10.1

Architect’s Site Visits

3.7.4, 4.2.2, 4.2.9, 9.4.2, 9.5.1, 9.9.2, 9.10.1, 13.5

Asbestos

10.3.1

Attorneys’ Fees

3.18.1, 9.10.2, 10.3.3

Award of Separate Contracts

6.1.1, 6.1.2

Award of Subcontracts and Other Contracts for

Portions of the Work 5.2 Basic Definitions 1.1 Bidding Requirements

1.1.1, 5.2.1, 11.4.1

Binding Dispute Resolution

9.7, 11.3.9, 11.3.10, 13.1, 13.1.1, 15.2.5, 15.2.6.1,

15.3.1, 15.3.2, 15.4.1

Boiler and Machinery Insurance 11.3.2 Bonds, Lien

7.3.7.4, 9.10.2, 9.10.3

Bonds, Performance, and Payment 7.3.7.4, 9.6.7, 9.10.3, 11.3.9, 11.4

Building Permit

3.7.1

Capitalization 1.3 Certificate of Substantial Completion







4

9.8.3, 9.8.4, 9.8.5

Certificates for Payment 4.2.1, 4.2.5, 4.2.9, 9.3.3, 9.4, 9.5, 9.6.1, 9.6.6, 9.7,

9.10.1, 9.10.3, 14.1.1.3, 14.2.4, 15.1.3

Certificates of Inspection, Testing or Approval

13.5.4

Certificates of Insurance

9.10.2, 11.1.3

Change Orders 1.1.1, 2.4, 3.4.2, 3.7.4, 3.8.2.3, 3.11, 2.4.1, 3.4.2,

3.7.4, 3.8.2.3, 3.11.1, 3.12.8, 4.2.8, 5.2.3, 7.1.2, 7.1.3,

7.2, 7.3.2, 7.3.6, 7.3.9, 7.3.10, 8.3.1, 9.3.1.1, 9.10.3,

10.3.2, 11.3.1.2, 11.3.4, 11.3.9, 12.1.2, 15.1.3

Change Orders, Definition of

7.2.1 CHANGES IN THE WORK 2.2.1, 3.11, 4.2.8, 7, 7.2.1, 7.3.1, 7.4, 8.3.1, 9.3.1.1,

11.3.9

Claims, Definition of

15.1.1 CLAIMS AND DISPUTES 3.2.4, 6.1.1, 6.3, 7.3.9, 9.3.3, 9.10.4, 10.3.3, 15, 15.4

Claims and Timely Assertion of Claims

15.4.1

Claims for Additional Cost 3.2.4, 3.7.4, 6.1.1, 7.3.9, 10.3.2, 15.1.4

Claims for Additional Time 3.2.4, 3.7.4, 6.1.1, 3.7.46.1.1, 8.3.2, 10.3.2, 15.1.5

Concealed or Unknown Conditions, Claims for 3.7.4 Claims for Damages

3.2.4, 3.18, 6.1.1, 8.3.3, 9.5.1, 9.6.7, 10.3.3, 11.1.1,

11.3.5, 11.3.7, 14.1.3, 14.2.4, 15.1.6

Claims Subject to Arbitration

15.3.1, 15.4.1

Cleaning Up 3.15, 6.3

Commencement of the Work, Conditions Relating to

2.2.1, 3.2.2, 3.4.1, 3.7.1, 3.10.1, 3.12.6, 5.2.1, 5.2.3,

6.2.2, 8.1.2, 8.2.2, 8.3.1, 11.1, 11.3.1, 11.3.6, 11.4.1,

15.1.4

Commencement of the Work, Definition of

8.1.2 Communications Facilitating Contract

Administration 3.9.1, 4.2.4

Completion, Conditions Relating to

3.4.1, 3.11, 3.15, 4.2.2, 4.2.9, 8.2, 9.4.2, 9.8, 9.9.1,

9.10, 12.2, 13.7, 14.1.2

COMPLETION, PAYMENTS AND 9 Completion, Substantial

4.2.9, 8.1.1, 8.1.3, 8.2.3, 9.4.2, 9.8, 9.9.1, 9.10.3, 12.2,

13.7

Compliance with Laws

1.6, 1.6.1, 3.2.3, 3.6, 3.7, 3.12.10, 3.13, 4.1.1, 9.6.4,

10.2.2, 11.1, 11.3, 13.1, 13.4, 13.5.1, 13.5.2, 13.6,

14.1.1, 14.2.1.3, 15.2.8, 15.4.2, 15.4.3

Concealed or Unknown Conditions

3.7.4, 4.2.8, 8.3.1, 10.3

Conditions of the Contract

1.1.1, 6.1.1, 6.1.4

Consent, Written

3.4.2, 3.7.4, 3.12.8, 3.14.2, 4.1.2, 9.3.2, 9.8.5, 9.9.1,

9.10.2, 9.10.3, 11.3.1, 13.2, 13.4.2, 15.4.4.2

Consolidation or Joinder 15.4.4 CONSTRUCTION BY OWNER OR BY

SEPARATE CONTRACTORS 1.1.4, 6

Construction Change Directive, Definition of

7.3.1 Construction Change Directives 1.1.1, 3.4.2, 3.12.8, 4.2.8, 7.1.1, 7.1.2, 7.1.3, 7.3,

9.3.1.1

Construction Schedules, Contractor’s

3.10, 3.12.1, 3.12.2, 6.1.3, 15.1.5.2

Contingent Assignment of Subcontracts 5.4, 14.2.2.2

Continuing Contract Performance 15.1.3 Contract, Definition of

1.1.2 CONTRACT, TERMINATION OR

SUSPENSION OF THE 5.4.1.1, 11.3.9, 14

Contract Administration

3.1.3, 4, 9.4, 9.5

Contract Award and Execution, Conditions Relating

to

3.7.1, 3.10, 5.2, 6.1, 11.1.3, 11.3.6, 11.4.1

Contract Documents, Copies Furnished and Use of

1.5.2, 2.2.5, 5.3

Contract Documents, Definition of

1.1.1 Contract Sum 3.7.4, 3.8, 5.2.3, 7.2, 7.3, 7.4, 9.1, 9.4.2, 9.5.1.4, 9.6.7,

9.7, 10.3.2, 11.3.1, 14.2.4, 14.3.2, 15.1.4, 15.2.5

Contract Sum, Definition of

9.1 Contract Time

3.7.4, 3.7.5, 3.10.2, 5.2.3, 7.2.1.3, 7.3.1, 7.3.5, 7.4,

8.1.1, 8.2.1, 8.3.1, 9.5.1, 9.7, 10.3.2, 12.1.1, 14.3.2,

15.1.5.1, 15.2.5

Contract Time, Definition of

8.1.1 CONTRACTOR 3 Contractor, Definition of

3.1, 6.1.2 Contractor’s Construction Schedules 3.10, 3.12.1, 3.12.2, 6.1.3, 15.1.5.2







5

Contractor’s Employees

3.3.2, 3.4.3, 3.8.1, 3.9, 3.18.2, 4.2.3, 4.2.6, 10.2, 10.3,

11.1.1, 11.3.7, 14.1, 14.2.1.1

Contractor’s Liability Insurance 11.1 Contractor’s Relationship with Separate Contractors

and Owner’s Forces

3.12.5, 3.14.2, 4.2.4, 6, 11.3.7, 12.1.2, 12.2.4

Contractor’s Relationship with Subcontractors

1.2.2, 3.3.2, 3.18.1, 3.18.2, 5, 9.6.2, 9.6.7, 9.10.2,

11.3.1.2, 11.3.7, 11.3.8

Contractor’s Relationship with the Architect

1.1.2, 1.5, 3.1.3, 3.2.2, 3.2.3, 3.2.4, 3.3.1, 3.4.2, 3.5,

3.7.4, 3.10, 3.11, 3.12, 3.16, 3.18, 4.1.3, 4.2, 5.2, 6.2.2,

7, 8.3.1, 9.2, 9.3, 9.4, 9.5, 9.7, 9.8, 9.9, 10.2.6, 10.3,

11.3.7, 12, 13.5, 15.1.2, 15.2.1

Contractor’s Representations

3.2.1, 3.2.2, 3.5, 3.12.6, 6.2.2, 8.2.1, 9.3.3, 9.8.2

Contractor’s Responsibility for Those Performing the

Work

3.3.2, 3.18, 5.3, 5.3.1, 6.1.3, 6.2, 9.5.1, 10.2.8

Contractor’s Review of Contract Documents

3.2

Contractor’s Right to Stop the Work

9.7

Contractor’s Right to Terminate the Contract

14.1, 15.1.6

Contractor’s Submittals

3.10, 3.11, 3.12.4, 4.2.7, 5.2.1, 5.2.3, 9.2, 9.3, 9.8.2,

9.8.3, 9.9.1, 9.10.2, 9.10.3, 11.1.3, 11.4.2

Contractor’s Superintendent

3.9, 10.2.6

Contractor’s Supervision and Construction

Procedures

1.2.2, 3.3, 3.4, 3.12.10, 4.2.2, 4.2.7, 6.1.3, 6.2.4, 7.1.3,

7.3.5, 7.3.7, 8.2, 10, 12, 14, 15.1.3

Contractual Liability Insurance

11.1.1.8, 11.2

Coordination and Correlation

1.2, 3.2.1, 3.3.1, 3.10, 3.12.6, 6.1.3, 6.2.1

Copies Furnished of Drawings and Specifications

1.5, 2.2.5, 3.11

Copyrights

1.5, 3.17

Correction of Work

2.3, 2.4, 3.7.3, 9.4.2, 9.8.2, 9.8.3, 9.9.1, 12.1.2, 12.2

Correlation and Intent of the Contract Documents 1.2 Cost, Definition of

7.3.7 Costs

2.4, 2.4.1, 3.2.4, 3.7.3, 3.8.2, 3.15.2, 5.4.2, 6.1.1,

6.2.3, 7.3.3.3, 7.3.7, 7.3.8, 7.3.9, 9.10.2, 10.3.2,

10.3.6, 11.3, 12.1.2, 12.2.1, 12.2.4, 13.5, 14

Cutting and Patching 3.14,6.2.5

Damage to Construction of Owner or Separate

Contractors

3.14.2, 6.2.4, 10.2.1.2, 10.2.5, 10.4, 11.1.1, 11.3,

12.2.4

Damage to the Work

3.14.2, 9.9.1, 10.2.1.2, 10.2.5, 10.4, 10.4.1, 11.3.1,

12.2.4

Damages, Claims for

3.2.4, 3.18, 6.1.1, 8.3.3, 9.5.1, 9.6.7, 10.3.3, 11.1.1,

11.3.5, 11.3.7, 14.1.3, 14.2.4, 15.1.6

Damages for Delay

6.1.1, 8.3.3, 9.5.1.6, 9.7, 10.3.2

Date of Commencement of the Work, Definition of

8.1.2 Date of Substantial Completion, Definition of

8.1.3 Day, Definition of

8.1.4 Decisions of the Architect

3.7.4, 4.2.6, 4.2.7, 4.2.11, 4.2.12, 4.2.13, 15.2, 6.3,

7.3.7, 7.3.9, 8.1.3, 8.3.1, 9.2, 9.4, 9.5.1, 9.8.4, 9.9.1,

13.5.2, 14.2.2, 14.2.4, 15.1, 15.2

Decisions to Withhold Certification 9.4.1, 9.5, 9.7, 14.1.1.3

Defective or Nonconforming Work, Acceptance,

Rejection and Correction of

2.3, 2.4, 2.3.1, 2.4.1, 3.5, 4.2.6, 6.2.5, 9.5.1, 9.5.2,

9.6.6, 9.8.2, 9.9.3, 9.10.4, 12.2.1

Definitions

1.1, 2.1.1, 3.1.1, 3.5, 3.12.1, 3.12.2, 3.12.3, 4.1.1,

15.1.1, 5.1, 6.1.2, 7.2.1, 7.3.1, 8.1, 9.1, 9.8.1

Delays and Extensions of Time 3.2, 3.7.4, 5.2.3, 7.2.1, 7.3.1, 7.4, 8.3, 9.5.1, 9.7,

10.3.2, 10.4, 10.4.1, 14.3.2, 15.1.5, 15.2.5

Disputes

6.3, 7.3.9, 15.1, 15.2

Documents and Samples at the Site 3.11 Drawings, Definition of

1.1.5 Drawings and Specifications, Use and Ownership of

3.11

Effective Date of Insurance

8.2.2, 11.1.2

Emergencies 10.4, 14.1.1.2, 15.1.4

Employees, Contractor’s

3.3.2, 3.4.3, 3.8.1, 3.9, 3.18.2, 4.2.3, 4.2.6, 10.2,

10.3.3, 11.1.1, 11.3.7, 14.1, 14.2.1.1

Equipment, Labor, Materials or

1.1.3, 1.1.6, 3.4, 3.5, 3.8.2, 3.8.3, 3.12, 3.13, 3.13.1,

3.15.1, 4.2.6, 4.2.7, 5.2.1, 6.2.1, 7.3.7, 9.3.2, 9.3.3,

9.5.1.3, 9.10.2, 10.2.1, 10.2.4, 14.2.1.1, 14.2.1.2

Execution and Progress of the Work

1.1.3, 1.2.1, 1.2.2, 2.2.3, 2.2.5, 3.1, 3.3.1, 3.4.1, 3.5,

3.7.1, 3.10.1, 3.12, 3.14, 4.2, 6.2.2, 7.1.3, 7.3.5, 8.2,

9.5.1, 9.9.1, 10.2, 10.3, 12.2, 14.2, 14.3.1, 15.1.3







6

Extensions of Time

3.2.4, 3.7.4, 5.2.3, 7.2.1, 7.3, 7.4, 9.5.1, 9.7, 10.3.2,

10.4, 10.4.1, 14.3, 15.1.5, 15.2.5

Failure of Payment 9.5.1.3, 9.7, 9.10.2, 13.6, 14.1.1.3, 14.2.1.2

Faulty Work

(See Defective or Nonconforming Work)

Final Completion and Final Payment 4.2.1, 4.2.9, 9.8.2, 9.10, 11.1.2, 11.1.3, 11.3.1, 11.3.5,

12.3, 12.3.1, 14.2.4, 14.4.3

Financial Arrangements, Owner’s

2.2.1, 13.2.2, 14.1.1.4

Fire and Extended Coverage Insurance

11.3.1.1

GENERAL PROVISIONS 1 Governing Law 13.1 Guarantees (See Warranty)

Hazardous Materials 10.2.4, 10.3

Identification of Subcontractors and Suppliers

5.2.1

Indemnification 3.17, 3.18, 9.10.2, 10.3.3, 10.3.5, 10.3.6, 11.3.1.2,

11.3.7

Information and Services Required of the Owner 2.1.2, 2.2, 3.2.2, 3.12.4, 3.12.10, 6.1.3, 6.1.4, 6.2.5,

9.6.1, 9.6.4, 9.9.2, 9.10.3, 10.3.3, 11.2, 11.4, 13.5.1,

13.5.2, 14.1.1.4, 14.1.4, 15.1.3

Initial Decision 15.2 Initial Decision Maker, Definition of 1.1.8

Initial Decision Maker, Decisions

14.2.2, 14.2.4, 15.2.1, 15.2.2, 15.2.3, 15.2.4, 15.2.5

Initial Decision Maker, Extent of Authority

14.2.2, 14.2.4, 15.1.3, 15.2.1, 15.2.2, 15.2.3, 15.2.4,

15.2.5

Injury or Damage to Person or Property 10.2.8, 10.410.4.1

Inspections

3.1.3, 3.3.3, 3.7.1, 4.2.2, 4.2.6, 4.2.9, 9.4.2, 9.8.3,

9.9.2, 9.10.1, 12.2.1, 13.5

Instructions to Bidders

1.1.1

Instructions to the Contractor

3.2.4, 3.3.1, 3.8.1, 5.2.1, 7, 8.2.2, 12, 13.5.2

Instruments of ServiceDesign , Documents,

Definition of

1.1.7 Insurance

3.18.1, 6.1.1, 7.3.7, 9.3.2, 9.8.4, 9.9.1, 9.10.2, 11

Insurance, Boiler and Machinery 11.3.2 Insurance, Contractor’s Liability 11.1

Insurance, Effective Date of

8.2.2, 11.1.2

Insurance, Loss of Use 11.3.3 Insurance, Owner’s Liability 11.2 Insurance, Property 10.2.5, 11.3

Insurance, Stored Materials

9.3.2

INSURANCE AND BONDS 11 Insurance Companies, Consent to Partial Occupancy

9.9.1

Intent of the Contract Documents

1.2.1, 4.2.7, 4.2.12, 4.2.13, 7.4

Interest 13.6 Interpretation 1.2.3, 1.4, 4.1.1, 5.1, 6.1.2, 15.1.1

Interpretations, Written

4.2.11, 4.2.12, 15.1.4

Judgment on Final Award

15.4.2

Labor and Materials, Equipment 1.1.3, 1.1.6, 3.4, 3.5, 3.8.2, 3.8.3, 3.12, 3.13, 3.15.1,

4.2.6, 4.2.7, 5.2.1, 6.2.1, 7.3.7, 9.3.2, 9.3.3, 9.5.1.3,

9.10.2, 10.2.1, 10.2.4, 14.2.1.1, 14.2.1.2

Labor Disputes

8.3.1

Laws and Regulations

1.5, 3.2.3, 3.6, 3.7, 3.12.10, 3.13, 3.13.1, 4.1.1, 9.6.4,

9.9.1, 10.2.2, 11.1.1, 11.3, 13.1, 13.4, 13.5.1, 13.5.2,

13.6, 13.1.1, 13.4, 13.5.1, 13.5.2, 13.6.1, 14, 15.2.8,

15.4

Liens

2.1.2, 9.3.3, 9.10.2, 9.10.4, 15.2.8

Limitations, Statutes of

12.2.5, 13.7, 15.4.1.1

Limitations of Liability

2.3, 2.3.1, 3.2.2, 3.5, 3.12.10, 3.17, 3.18.1, 4.2.6,

4.2.7, 4.2.12, 6.2.2, 9.4.2, 9.6.4, 9.6.7, 10.2.5, 10.3.3,

11.1.2, 11.2, 11.3.7, 12.2.5, 13.4.2

Limitations of Time

2.1.2, 2.2, 2.4, 3.2.2, 3.10, 3.11, 3.12.5, 3.15.1, 4.2.7,

5.2, 5.3, 5.3.1, 5.4.1, 6.2.4, 7.3, 7.4, 8.2, 9.2, 9.3.1,

9.3.3, 9.4.1, 9.5, 9.6, 9.7, 9.8, 9.9, 9.10, 11.1.3,

11.3.1.5, 11.3.6, 11.3.10, 12.2, 13.5, 13.7, 14, 15

Loss of Use Insurance 11.3.3 Material Suppliers

1.5, 3.12.1, 4.2.4, 4.2.6, 5.2.1, 9.3, 9.4.2, 9.6, 9.10.5

Materials, Hazardous 10.2.4, 10.3

Materials, Labor, Equipment and

1.1.3, 1.1.6, 1.5.1, 3.4.1, 3.5, 3.8.2, 3.8.3, 3.12, 3.13,

3.13.1, 3.15.1, 4.2.6, 4.2.7, 5.2.1, 6.2.1, 7.3.7, 9.3.2,







7

9.3.3, 9.5.1.3, 9.10.2, 10.2.1.2, 10.2.4, 14.2.1.1,

14.2.1.2

Means, Methods, Techniques, Sequences and

Procedures of Construction

3.3.1, 3.12.10, 4.2.2, 4.2.7, 9.4.2

Mechanic’s Lien

2.1.2, 15.2.8

Mediation 8.3.1, 10.3.5, 10.3.6, 15.2.1, 15.2.5, 15.2.6, 15.3,

15.4.1

Minor Changes in the Work 1.1.1, 3.12.8, 4.2.8, 7.1, 7.4

MISCELLANEOUS PROVISIONS 13 Modifications, Definition of

1.1.1 Modifications to the Contract

1.1.1, 1.1.2, 3.11, 4.1.2, 4.2.1, 5.2.3, 7, 8.3.1, 9.7,

10.3.2, 11.3.1

Mutual Responsibility 6.2 Nonconforming Work, Acceptance of 9.6.6, 9.9.3, 12.3

Nonconforming Work, Rejection and Correction of

2.3, 2.4, 2.3.1, 2.4.1, 3.5, 4.2.6, 6.2.4, 9.5.1, 9.8.2,

9.9.3, 9.10.4, 12.2.1

Notice

2.2.1, 2.3, 2.4, 2.3.1, 2.4.1, 3.2.4, 3.3.1, 3.7.2, 3.12.9,

5.2.1, 9.7, 9.10, 10.2.2, 11.1.3, 12.2.2.1, 13.3, 13.5.1,

13.5.2, 14.1, 14.2, 15.2.8, 15.4.1

Notice, Written 2.3, 2.4, 2.3.1, 2.4.1, 3.3.1, 3.9.2, 3.12.9, 3.12.10,

5.2.1, 9.7, 9.10, 10.2.2, 10.3, 11.1.3, 11.3.6, 12.2.2.1,

13.3, 14, 15.2.8, 15.4.1

Notice of Claims 3.7.4, 10.2.8, 15.1.2, 15.4

Notice of Testing and Inspections

13.5.1, 13.5.2

Observations, Contractor’s

3.2, 3.7.4

Occupancy

2.2.2, 9.6.6, 9.8, 11.3.1.5

Orders, Written

1.1.1, 2.3, 3.9.2, 7, 8.2.2, 11.3.9, 12.1, 12.2.2.1,

13.5.2, 14.3.1

OWNER 2 Owner, Definition of

2.1.1 Owner, Information and Services Required of the 2.1.2, 2.2, 3.2.2, 3.12.10, 6.1.3, 6.1.4, 6.2.5, 9.3.2,

9.6.1, 9.6.4, 9.9.2, 9.10.3, 10.3.3, 11.2, 11.3, 13.5.1,

13.5.2, 14.1.1.4, 14.1.4, 15.1.3

Owner’s Authority

1.5, 2.1.1, 2.3, 2.4, 2.3.1, 2.4.1, 3.4.2, 3.8.1, 3.12.10,

3.14.2, 4.1.2, 4.1.3, 4.2.4, 4.2.9, 5.2.1, 5.2.4, 5.4.1,

6.1, 6.3, 7.2.1, 7.3.1, 8.2.2, 8.3.1, 9.3.1, 9.3.2, 9.5.1,

9.6.4, 9.9.1, 9.10.2, 10.3.2, 11.1.3, 11.3.3, 11.3.10,

12.2.2, 12.3, 12.3.1, 13.2.2, 14.3, 14.4, 15.2.7

Owner’s Financial Capability

2.2.1, 13.2.2, 14.1.1.4

Owner’s Liability Insurance 11.2 Owner’s Relationship with Subcontractors

1.1.2, 5.2, 5.3, 5.4, 9.6.4, 9.10.2, 14.2.2

Owner’s Right to Carry Out the Work 2.4, 14.2.2

Owner’s Right to Clean Up 6.3 Owner’s Right to Perform Construction and to

Award Separate Contracts 6.1 Owner’s Right to Stop the Work 2.3 Owner’s Right to Suspend the Work

14.3

Owner’s Right to Terminate the Contract

14.2

Ownership and Use of Drawings, Specifications

and Other Instruments of ServiceDesign

Documents 1.1.1, 1.1.6, 1.1.7, 1.5, 2.2.5, 3.2.2, 3.11, 3.17, 4.2.12,

5.33.11.1, 3.17, 4.2.12, 5.3.1

Partial Occupancy or Use 9.6.6, 9.9, 11.3.1.5

Patching, Cutting and 3.14, 6.2.5

Patents

3.17

Payment, Applications for 4.2.5, 7.3.9, 9.2, 9.3, 9.4, 9.5, 9.6.3, 9.7, 9.8.5, 9.10.1,

14.2.3, 14.2.4, 14.4.3

Payment, Certificates for 4.2.5, 4.2.9, 9.3.3, 9.4, 9.5, 9.6.1, 9.6.6, 9.7, 9.10.1,

9.10.3, 13.7, 14.1.1.3, 14.2.4

Payment, Failure of 9.5.1.3, 9.7, 9.10.2, 13.6, 14.1.1.3, 14.2.1.2

Payment, Final

4.2.1, 4.2.9, 9.8.2, 9.10, 11.1.2, 11.1.3, 11.4.1, 12.3,

12.3.1, 13.7, 14.2.4, 14.4.3

Payment Bond, Performance Bond and 7.3.7.4, 9.6.7, 9.10.3, 11.4

Payments, Progress 9.3, 9.6, 9.8.5, 9.10.3, 13.6, 14.2.3, 15.1.3

PAYMENTS AND COMPLETION 9 Payments to Subcontractors

5.4.2, 9.5.1.3, 9.6.2, 9.6.3, 9.6.4, 9.6.7, 14.2.1.2

PCB

10.3.1

Performance Bond and Payment Bond 7.3.7.4, 9.6.7, 9.10.3, 11.4

Permits, Fees, Notices and Compliance with Laws 2.2.2, 3.7, 3.13, 7.3.7.4, 10.2.2







8

PERSONS AND PROPERTY, PROTECTION OF 10 Polychlorinated Biphenyl

10.3.1

Product Data, Definition of

3.12.2 Product Data and Samples, Shop Drawings 3.11, 3.12, 4.2.7

Progress and Completion 4.2.2, 8.2, 9.8, 9.9.1, 14.1.4, 15.1.3

Progress Payments 9.3, 9.6, 9.8.5, 9.10.3, 13.6, 14.2.3, 15.1.3

Project, Definition of

1.1.4 Project Representatives

4.2.10

Property Insurance 10.2.5, 11.3

PROTECTION OF PERSONS AND PROPERTY 10 Regulations and Laws

1.5, 3.2.3, 3.6, 3.7, 3.12.10, 3.13, 4.1.1, 9.6.4, 9.9.1,

10.2.2, 11.1, 11.4, 13.1, 13.4, 13.5.1, 13.5.2, 13.6, 14,

15.2.8, 15.4

Rejection of Work

3.5, 4.2.6, 12.2.1

Releases and Waivers of Liens

9.10.2

Representations

3.2.1, 3.5, 3.12.6, 6.2.2, 8.2.1, 9.3.3, 9.4.2, 9.5.1,

9.8.2, 9.10.1

Representatives

2.1.1, 3.1.1, 3.9, 4.1.1, 4.2.1, 4.2.2, 4.2.10, 5.1.1,

5.1.2, 13.2.1

Responsibility for Those Performing the Work

3.3.2, 3.18, 4.2.3, 5.3, 5.3.1, 6.1.3, 6.2, 6.3, 9.5.1, 10

Retainage

9.3.1, 9.6.2, 9.8.5, 9.9.1, 9.10.2, 9.10.3

Review of Contract Documents and Field

Conditions by Contractor 3.2, 3.12.7, 6.1.3

Review of Contractor’s Submittals by Owner and

Architect

3.10.1, 3.10.2, 3.11, 3.12, 4.2, 5.2, 6.1.3, 9.2, 9.8.2

Review of Shop Drawings, Product Data and Samples

by Contractor

3.12

Rights and Remedies 1.1.2, 2.3, 2.4, 3.5, 3.7.4, 3.15.2, 4.2.6, 5.3, 5.4, 6.1,

6.3, 7.3.1, 8.3, 9.5.1, 9.7, 10.2.5, 10.3, 12.2.2, 12.2.4,

13.4, 14, 15.4

Royalties, Patents and Copyrights 3.17 Rules and Notices for Arbitration

15.4.1

Safety of Persons and Property 10.2, 10.4

Safety Precautions and Programs 3.3.1, 4.2.2, 4.2.7, 5.3, 5.3.1, 10.1, 10.2, 10.4

Samples, Definition of

3.12.3 Samples, Shop Drawings, Product Data and 3.11, 3.12, 4.2.7

Samples at the Site, Documents and 3.11 Schedule of Values 9.2, 9.3.1

Schedules, Construction

3.10, 3.12.1, 3.12.2, 6.1.3, 15.1.5.2

Separate Contracts and Contractors

1.1.4, 3.12.5, 3.14.2, 4.2.4, 4.2.7, 6, 8.3.1, 12.1.2

Shop Drawings, Definition of

3.12.1 Shop Drawings, Product Data and Samples 3.11, 3.12, 4.2.7

Site, Use of 3.13, 6.1.1, 6.2.1

Site Inspections

3.2.2, 3.3.3, 3.7.1, 3.7.4, 4.2, 9.4.2, 9.10.1, 13.5

Site Visits, Architect’s

3.7.4, 4.2.2, 4.2.9, 9.4.2, 9.5.1, 9.9.2, 9.10.1, 13.5

Special Inspections and Testing

4.2.6, 12.2.1, 13.5

Specifications, Definition of

1.1.6 Specifications 1.1.1, 1.1.6, 1.2.2, 1.5, 3.11, 3.12.10, 3.17, 4.2.14

Statute of Limitations

13.7, 15.4.1.1

Stopping the Work

2.3, 9.7, 10.3, 14.1

Stored Materials

6.2.1, 9.3.2, 10.2.1.2, 10.2.4

Subcontractor, Definition of

5.1.1 SUBCONTRACTORS 5 Subcontractors, Work by

1.2.2, 3.3.2, 3.12.1, 4.2.3, 5.2.3, 5.3, 5.4, 9.3.1.2, 9.6.7

Subcontractual Relations 5.3, 5.4, 9.3.1.2, 9.6, 9.10, 10.2.1, 14.1, 14.2.1

Submittals

3.10, 3.11, 3.12, 4.2.7, 5.2.1, 5.2.3, 7.3.7, 9.2, 9.3, 9.8,

9.9.1, 9.10.2, 9.10.3, 11.1.3

Submittal Schedule

3.10.2, 3.12.5, 4.2.7

Subrogation, Waivers of 6.1.1, 11.3.7

Substantial Completion 4.2.9, 8.1.1, 8.1.3, 8.2.3, 9.4.2, 9.8, 9.9.1, 9.10.3, 12.2,

13.7

Substantial Completion, Definition of

9.8.1 Substitution of Subcontractors







9

5.2.3, 5.2.4

Substitution of Architect

4.1.3

Substitutions of Materials

3.4.2, 3.5, 7.3.8

Sub-subcontractor, Definition of

5.1.2 Subsurface Conditions

3.7.4

Successors and Assigns 13.2 Superintendent 3.9, 10.2.6

Supervision and Construction Procedures 1.2.2, 3.3, 3.4, 3.12.10, 4.2.2, 4.2.7, 6.1.3, 6.2.4, 7.1.3,

7.3.7, 8.2, 8.3.1, 9.4.2, 10, 12, 14, 15.1.3

Surety

5.4.1.2, 9.8.5, 9.10.2, 9.10.3, 14.2.2, 15.2.7

Surety, Consent of

9.10.2, 9.10.3

Surveys

2.2.3

Suspension by the Owner for Convenience 14.3 Suspension of the Work

5.4.2, 14.3

Suspension or Termination of the Contract

5.4.1.1, 14

Taxes 3.6, 3.8.2.1, 7.3.7.4

Termination by the Contractor 14.1, 15.1.6

Termination by the Owner for Cause 5.4.1.1, 14.2, 15.1.6

Termination by the Owner for Convenience 14.4 Termination of the Architect

4.1.3

Termination of the Contractor

14.2.2

TERMINATION OR SUSPENSION OF THE

CONTRACT 14 Tests and Inspections 3.1.3, 3.3.3, 4.2.2, 4.2.6, 4.2.9, 9.4.2, 9.8.3, 9.9.2,

9.10.1, 10.3.2, 11.4.1, 11.4.1.1, 12.2.1, 13.5

TIME 8 Time, Delays and Extensions of 3.2.4, 3.7.4, 5.2.3, 7.2.1, 7.3.1, 7.4, 8.3, 9.5.1, 9.7,

10.3.2, 10.4, 10.4.1, 14.3.2, 15.1.5, 15.2.5

Time Limits

2.1.2, 2.2, 2.4, 3.2.2, 3.10, 3.11, 3.12.5, 3.15.1, 4.2,

5.2, 5.3, 5.4, 6.2.4, 7.3, 7.4, 8.2, 9.2, 9.3.1, 9.3.3, 9.4.1,

9.5, 9.6, 9.7, 9.8, 9.9, 9.10, 11.1.3, 12.2, 13.5, 13.7, 14,

15.1.2, 15.4

Time Limits on Claims 3.7.4, 10.2.8, 13.7, 15.1.2

Title to Work

9.3.2, 9.3.3

Transmission of Data in Digital Form 1.6 UNCOVERING AND CORRECTION OF WORK 12 Uncovering of Work 12.1 Unforeseen Conditions, Concealed or Unknown

3.7.4, 8.3.1, 10.3

Unit Prices

7.3.3.2, 7.3.4

Use of Documents

1.1.1, 1.5, 2.2.5, 3.12.6, 5.3

Use of Site 3.13, 6.1.1, 6.2.1

Values, Schedule of 9.2, 9.3.1

Waiver of Claims by the Architect

13.4.2

Waiver of Claims by the Contractor

9.10.5, 13.4.2, 15.1.6

Waiver of Claims by the Owner

9.9.3, 9.10.3, 9.10.4, 12.2.2.1, 13.4.2, 14.2.4, 15.1.6

Waiver of Consequential Damages

14.2.4, 15.1.6

Waiver of Liens

9.10.2, 9.10.4

Waivers of Subrogation 6.1.1, 11.3.7

Warranty 3.5, 4.2.9, 9.3.3, 9.8.4, 9.9.1, 9.10.4, 12.2.2, 13.7

Weather Delays

15.1.5.2

Work, Definition of

1.1.3 Written Consent

1.5.2, 3.4.2, 3.7.4, 3.12.8, 3.14.2, 4.1.2, 9.3.2, 9.8.5,

9.9.1, 9.10.2, 9.10.3, 11.4.1, 13.2, 13.4.2, 15.4.4.2

Written Interpretations

4.2.11, 4.2.12

Written Notice

2.3, 2.4, 3.3.1, 3.9, 3.12.9, 3.12.10, 5.2.1, 8.2.2, 9.7,

9.10, 10.2.2, 10.3, 11.1.3, 12.2.2, 12.2.4, 13.3, 14,

15.4.1

Written Orders

1.1.1, 2.3, 3.9, 7, 8.2.2, 12.1, 12.2, 13.5.2, 14.3.1,

15.1.2







10

ARTICLE 1 GENERAL PROVISIONS § 1.1 BASIC DEFINITIONS § 1.1.1 THE CONTRACT DOCUMENTS 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 (General, Supplementary and other Conditions),

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, (3) a Construction Change Directive or (4) a written order for a minor

change in the Work issued by the Architect. Unless specifically enumerated in the Agreement, the Contract

Documents do not include the advertisement or invitation to bid, Instructions to Bidders, sample forms, other

information furnished by the Owner in anticipation of receiving bids or proposals, the Contractor’s bid or proposal, or

portions of Addenda relating to bidding requirements.

§ 1.1.2 THE CONTRACT The Contract Documents form the Contract for Construction. The Contract represents the entire and integrated

agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written

or oral. The Contract may be amended or modified only by a Modification. The Contract Documents shall not be

construed to create a contractual relationship of any kind (1) between the Contractor and the Architect or the

Architect’s consultants, (2) between the Owner and a Subcontractor or a Sub-subcontractor, (3) between the Owner

and the Architect or the Architect’s consultants or (4) between any persons or entities other than the Owner and the

Contractor. The Architect shall, however, be entitled to performance and enforcement of obligations under the

Contract intended to facilitate performance of the Architect’s duties.Except as provided by the preceding sentences or

by Paragraphs 5.3 and 5.4, the Contract is not intended to benefit, or to create a cause of action in favor of, any person,

firm, or corporation, other than the Owner, the City of Durham, and the Contractor. The recitation of duties of the

Architect in the Contract Documents (e.g., Section 9.4.2) shall not be construed to reduce the Owner’s rights against

the Architect or the Architect’s duties to the Owner.

§ 1.1.3 THE WORK The term “Work” means the construction and services required by the Contract Documents, whether completed or

partially completed, and includes all other labor, materials, equipment and services provided or to be provided by the

Contractor to fulfill the Contractor’s obligations. The Work may constitute the whole or a part of the Project.

§ 1.1.4 THE PROJECT The Project is the total construction of which the Work performed under the Contract Documents may be the whole or

a part and which may include construction by the Owner and by separate contractors.

§ 1.1.5 THE DRAWINGS The Drawings are the graphic and pictorial portions of the Contract Documents showing the design, location and

dimensions of the Work, generally including plans, elevations, sections, details, schedules and diagrams.

§ 1.1.6 THE SPECIFICATIONS The Specifications are that portion of the Contract Documents consisting of the written requirements for materials,

equipment, systems, standards and workmanship for the Work, and performance of related services.

§ 1.1.7 INSTRUMENTS OF SERVICEDESIGN DOCUMENTS Instruments of Service Design Documents are representations, in any medium of expression now known or later

developed, of the tangible and intangible creative work performed by the Architect and the Architect’s consultants

under their respective professional services agreements. Instruments of Service designers under their respective

employment or professional services agreements. Design Documents may include, without limitation, studies,

surveys, models, sketches, drawings, specifications, and other similar materials.

§ 1.1.8 INITIAL DECISION MAKER The Initial Decision Maker is the person identified in the Agreement Contract to render initial decisions on Claims in

accordance with Section 15.2 15.2.

§ 1.1.9 APPROVED, SATISFACTORY, PROPER OR AS DIRECTED







11

When the words “approved,” “satisfactory,” “proper” or ‘as directed’ are used, this refers to approval, satisfaction,

determination, or direction by the Architect, unless the context otherwise requires.

§ 1.1.10 PROVIDE

The word “provide” and its forms and derivatives means to properly fabricate, complete, transport. deliver, install,

erect, construct, test, and furnish all labor, materials, equipment, apparatus, appurtenances, and all items and expenses

necessary to properly complete in place, ready for operation or use under the terms of the Specifications.

§ 1.1.11 KNOWLEDGE, RECOGNIZE, AND DISCOVER

“Knowledge,” “recognize,” and “discover,” their respective forms and derivatives, and similar terms in the Contract

Documents, as used in reference to the Contractor, shall mean that which the Contractor knows or should know,

recognizes or should recognize and discovers or should discover in exercising the care, skill, and diligence required by

the Contract Documents. The expression ‘reasonably inferable” and similar terms in the Contract Documents shall

mean reasonably inferable by a contractor familiar with the Project and exercising the care, skill and diligence

required of the Contractor by the Contract Documents.

§1.1.12 PERSISTENTLY FAILS

The expression “persistently fails” and other similar expressions, as used in reference to the Contractor, shall mean

any act or omission which causes the Owner or Architect to reasonably conclude that the Contractor will not complete

the Work within the Contract Time, for the Contract Sum, or in substantial compliance with the requirements of the

Contract Documents.

§ 1.1.13 SUBSTANTIAL COMPLETION and certify termination of the Agreement under Section 14.2.2."Substantial Completion" means that stage of

completion of the Project Work as defined in § 9.8 of these General Conditions, including testing, approval by any

applicable regulatory authority, and receipt of all the certificates of occupancy and other permits, approvals, licenses,

and other documents from all governmental authorities that are necessary for the beneficial occupancy and use of the

portion to be occupied or utilized such that the Work and the Project are functionally and legally usable by Owner for

the purpose for which they are intended.

§ 1.1.14 FINAL COMPLETION «»«»«»«»«"Final Completion»" means the completion of all Work required by, and in strict compliance with, the

Contract Documents, including start up, testing, obtaining regulatory approvals from all applicable authorities, and all

preparations necessary to operate and maintain the Project.

§ 1.1.15 SITE The term "Site” or “Project site” refers to that portion of the property on which the Work is to be performed or which

has been otherwise designated for use by the Contractor.

§ 1.1.16 Punch List The term "Punch List” means, collectively, unfinished items of the construction of the Project, which unfinished items

of construction are minor or insubstantial details of construction, mechanical adjustment or decoration remaining to be

performed, the non-completion of which would not materially affect the use of the Project, and which are capable of

being completed within (30) days of Substantial Completion, subject to the availability of special order parts or

materials.

§ 1.2 CORRELATION AND INTENT OF THE CONTRACT DOCUMENTS § 1.2.1 The intent of the Contract Documents is to include all items necessary for the proper execution and completion

of the Work by the Contractor. The Contract Documents are complementary, and what is required by one shall be as

binding as if required by all; performance by the Contractor shall be required only to the extent consistent with the

Contract Documents and reasonably inferable from them as being necessary to produce the indicated results. In the

event of inconsistencies within or between parts of the Contract Documents, or between the Contract Documents and

applicable standards, codes, and ordinances, the Contractor shall (i) provide the better quality or greater quantity of

Work, or (ii) comply with the more stringent requirement; either or both in accordance with the Architect’s

interpretation. The terms and conditions of this Section 1.2.1, however, shall not relieve the Contractor of any of the

obligations set forth in Sections 3.2 and 3.7.

§ 1.2.1.1 Interpreting Drawings







12

On the Drawings, given dimensions shall take precedence over scaled measurements and large scale drawings over

small scale drawings.

§ 1.2.1.2 Contractor to Verify Measurements

Before ordering any materials or doing any Work, the Contractor shall verify measurements at the Site and shall be

responsible for the correctness of such measurements. No extra charge or compensation will be allowed on account of

differences between actual dimensions and the dimensions indicated on the Drawings. Any difference which may be

found shall be submitted to the Architect for resolution before proceeding with the Work.

§ 1.2.1.3 Minor Changes to be Approved

If a minor change in the Work is found necessary due to actual field conditions, the Contractor shall submit drawings

of such departure for the approval by the Architect and the Owner before making the change.

§ 1.2.2 Organization of the Specifications into divisions, sections and articles, and arrangement of Drawings shall not

control the Contractor in dividing the Work among Subcontractors or in establishing the extent of Work to be

performed by any trade. Instructions and other information furnished in the Specifications, including, without

limitation, items in connection with prefabricated or pre-finished items, are not intended to supersede work

agreements between employers and employees. Should the Specifications conflict with such work agreements, the

work agreements shall be followed, provided such items are provided and finished as specified. If necessary, such

Work shall be performed on the Project site instead of at the shop, by appropriate labor and in accordance with the

requirements of the Drawings and Specifications.

§ 1.2.3 Unless otherwise stated in the Contract Documents, words that have well-known technical or construction

industry meanings are used in the Contract Documents in accordance with such recognized meanings.

§ 1.2.3.1 (Compliance with Standards and Specifications) Whenever a product is specified in accordance with a

Federal Specification, an ASTM Standard, an American National Standards Institute Specifications, or other

Association Standard, the Contractor shall present an affidavit from the manufacturer when requested by the Architect

or required in the Specifications, certifying the product complies with the particular Standard or Specification. When

requested by the Architect or specified, support test data shall be submitted to substantiate compliance.

CLAIM FOR ADDITIONAL TIME

CLAIM FOR ADDITIONAL TIME ON THE BASIS OF ADVERSE WEATHER CONDITIONS

Project Name ___________________________________________________________

Contractor _____________________________________________________________

Claim for the week beginning Monday, _________________________, 20____

The Contractor hereby requests that the Contract Time be increased by _________ days

because of weather conditions during the week specified above. The Contractor makes a claim that

weather conditions had an adverse effect on the scheduled construction during that week, that the weather

conditions were abnormal for that week, and that the weather conditions could not have been reasonably

anticipated. If the claim is on the basis of precipitation and/or temperature, the Contractor must attach

records from the National Weather Service showing that the precipitation and/or temperature qualifies

under the chart in Subparagraph 4.3.8.2 of the Supplementary Conditions, in addition to filling out this

page. In addition, the Contractor must provide support for its assertion that the weather conditions had an

adverse effect on the scheduled construction. For example, the Contractor may need to address whether

scheduled outside work could have been postponed, with effort shifted to inside work.

In order to make a claim for inclement weather days, this form must be submitted by the 10 th day

of the month after the month as to which the claim is made. For instance, if the delays occurred in January,

this form is due by February 10.

In order to make this claim for Saturdays, Sundays, and City of Durham holidays, the Contractor must have

notified the City representative (Project Manager) by 3:30 PM o’clock three days in advance of the day of

the Contractor’s intent to work on a specific Saturday, Sunday, or holiday. For example, to make the claim

for Saturday, the Contractor must have notified the City representative (Project Manager) by 3:30 PM on

the preceding Wednesday of the Contractor’s intent to work on Saturday. Notwithstanding Supplementary

Conditions Subparagraph 8.1.4, if the day on which notice is to be given under this paragraph is a Saturday,

Sunday, or City of Durham holiday, the notice shall be given by the first day before that day that is not a

Saturday, Sunday, or City of Durham holiday. For example, if the Contractor intends to work on Saturday

but the Wednesday before that Saturday is a holiday, the notice must be given by Tuesday at 3:30 PM

(assuming Tuesday is not a holiday).

If this is a precipitation claim,

what was the total precipitation

this day according to the National

Weather Service?

If this is a temperature claim,

what was the maximum

temperature reached this day

according to the National

Weather Service?

Monday

Tuesday

Wednesday

Thursday

Friday

Saturday

Sunday

CLAIM FOR ADDITIONAL TIME

CLAIM FOR ADDITIONAL TIME ON THE BASIS OF ADVERSE WEATHER CONDITIONS, page 2

___________________________, 20_____ Date of this claim

________________________________________________

Signature of Contractor

____________________________________________________

Title

In response to this claim, the consultant/Architect recommends that the Contract

Time be extended by ______ days.

________________________________________ _______________________, 20____

consultant/Architect

In response to this claim, the City of Durham extends the Contract Time by

_______ days.

________________________________________ _______________________, 20____

City of Durham representative (Project Manager)

If the Contract Time is extended by the time requested by the Contractor, this document is a change order.

If the Contract Time is extended by less than the time requested by the Contractor, the signature of the

Contractor below signifies that this document is a change order.

______________________________________________ _______________________, 20____


______________________________________________

Title

If this form does not become a change order, see General Conditions Subparagraph 7.3.8.

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____

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___

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__

___

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____

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Date

: ____

___

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CITY OF DURHAM Equal Business Opportunity Program

Final Subcontracting Report

THIS FORM MUST BE COMPLETED AND SUBMITTED TO THE PROJECT/CONTRACT ADMINISTRATOR FOR SUBMITTAL TO THE EO/EA DEPARTMENT WITHIN FIFTEEN (15) DAYS AFTER FINAL INSPECTION OF CONTRACT

WORK.

Company Name: ______________________________________ Project Name: ________________________________ Address: ___________________________________________________________________________________________ Federal Tax ID#:______________________________ Date Submitted:_________________ Date of Final Inspection_________________________ Total Final Contract Price:____________________________

The following subcontractors performed work on the above project:

TYPE OF WORK

COMPANY NAME/ADRESS

FINAL PRICE

% OF TOTAL CONTRACT

PRICE

Signature of Company Representative________________________________________________ Title: _______________________________________________________ Date: ______________

Contract Compliance ____Approved ____Denied

Signature:_________________________________

Cit

y o

f D

urh

am

R

estr

oom

Im

pro

vem

ents

Mu

ltip

le P

ark

Sit

es P

hase

III

ST

-1

NO

TIC

E O

N R

EIM

BU

RS

EM

EN

T F

OR

SA

LE

S A

ND

US

E T

AX

ES

For

purp

ose

s of

this

sec

tion,

the

ph

rase

“S

ales

Tax

es”

mea

ns

sale

s an

d u

se t

axes

pai

d t

o t

he

Sta

te o

f N

ort

h C

aroli

na

or

to

loca

l gover

nm

ents

in

Nort

h C

aro

lin

a.

The

Cit

y i

s en

titl

ed t

o r

efu

nd

s fr

om

th

e S

tate

of

Nort

h

Car

oli

na

of

cert

ain

Sal

es T

axes

. I

f th

e per

son,

firm

, or

corp

ora

tion

(ref

erre

d t

o a

s th

e C

ontr

acto

r) t

hat

per

form

s u

nder

the

contr

act

wit

h

the

Cit

y p

ays

Sal

es T

axes

, an

d t

ho

se a

re S

ales

Tax

es f

or

whic

h t

he

Sta

te w

ill

gra

nt

a re

fun

d t

o t

he

Cit

y, th

e C

on

trac

tor

is a

llow

ed t

o

ob

tain

rei

mburs

emen

t fr

om

th

e C

ity

by

foll

ow

ing t

hes

e in

stru

ctio

ns.

The

Cit

y w

ill

reim

bu

rse

the

Co

ntr

acto

r, a

nd

the

Cit

y l

ater

obta

ins

a

refu

nd f

rom

the

Sta

te.

1.

Wh

at

Sa

les

Ta

xes

are

to

be

excl

ud

ed f

rom

doll

ar

am

ou

nts

of

a b

id o

r p

rop

osa

l?

Rei

mb

urs

able

Sal

es T

axes

as

des

crib

ed b

elow

are

to

be

excl

uded

fro

m b

ids

and p

roposa

ls -

-

whet

her

in l

um

p s

um

am

oun

ts, un

its

pri

ces,

exte

nsi

ons,

or

oth

erw

ise.

2.

Wh

at

Sa

les

Ta

xes

are

rei

mb

urs

ab

le? S

ales

Tax

es a

re

reim

burs

able

if

they

are

pai

d o

n p

urc

has

es o

f buil

din

g m

ater

ials

,

suppli

es,

fixtu

res,

an

d e

quip

men

t th

at b

eco

me

a par

t of

or

annex

ed

to a

ny b

uil

din

g o

r st

ruct

ure

th

at i

s o

wn

ed o

r le

ased

by t

he

Cit

y a

nd

is b

eing e

rect

ed, al

tere

d, o

r re

pai

red

for

use

by t

he

Cit

y.

Exam

ple

s

of

taxes

that

can

no

t be

reim

bu

rsed

are

tax

es p

aid f

or

scaf

fold

ing,

tools

, eq

uip

men

t re

pai

r par

ts, eq

uip

men

t re

nta

ls, fo

rms

for

concr

ete,

or

fuel

to o

per

ate

mac

hin

ery

or

equ

ipm

ent.

3.

How

is

a C

on

tract

or

to b

e re

imb

urs

ed f

or S

ale

s

Taxes

?

The

Contr

acto

r m

ust

com

ple

te a

nd

su

bm

it t

he

Rei

mburs

able

Sal

es a

nd

Use

Tax

Sta

tem

ent

form

in

the c

ontr

act

docu

men

ts.

The

Contr

acto

r sh

all

also

pro

vid

e in

voic

es t

o

subst

anti

ate

the

info

rmat

ion o

n t

hat

fo

rm.

If

the

Sta

te r

efu

ses

to

refu

nd a

ny s

uch

Sal

es T

ax t

o t

he

Cit

y, o

r if

aft

er a

ref

un

d i

s m

ade,

the

Cit

y i

s to

ld t

o r

eturn

a r

efu

nd

to

th

e S

tate

(b

oth

ty

pes

ref

erre

d t

o

as “

fail

ed r

efunds”

), t

he

Con

trac

tor

shal

l u

pon

dem

and

rep

ay t

he

Cit

y f

or

the

amount

of

the

fail

ed r

efun

ds.

4.

Wh

en i

s a C

on

tract

or

all

ow

ed t

o s

eek

reim

bu

rse

men

t? T

he

Co

ntr

acto

r m

ay s

eek

rei

mb

urs

emen

t

separ

atel

y f

rom

, but

at t

he

sam

e ti

me

as, th

e ap

pli

cati

on

fo

r p

aym

ent

is m

ade

for

the

pro

per

ties

th

at w

ere

tax

ed.

Th

e C

on

trac

tor

shal

l n

ot

file

for

reim

burs

emen

t fo

r S

ales

Tax

es b

efo

re t

he

Co

ntr

acto

r h

as t

he

right

to f

ile

an a

ppli

cati

on

fo

r p

aym

ent

for

the

pro

per

ties

that

wer

e

taxed

.

5.

How

are

Sale

s T

ax

es p

aid

by

a s

ub

con

tra

cto

r

han

dle

d?

The

form

tit

led

“R

eim

bu

rsab

le S

ales

an

d U

se T

ax

Sta

tem

ent

by S

ubco

ntr

acto

r” i

s use

d. T

he

sub

contr

acto

r co

mp

lete

s

and s

igns

that

form

for

its

pu

rch

ases

, an

d t

hen

giv

es t

he

form

to

th

e

Contr

acto

r.

The

Contr

acto

r su

bm

its

it a

lon

g w

ith t

he

Co

ntr

acto

r’s

pay

appli

cati

on f

or

the

pro

per

ties

lis

ted

on

th

at f

orm

. T

he

Cit

y w

ill

mak

e th

e re

imburs

emen

t p

ayab

le t

o t

he

Con

trac

tor.

Exce

pt

for

tho

se d

iffe

rence

s, t

he

answ

ers

to a

ll t

he

qu

esti

on

s

on t

his

pag

e st

ill

apply

wh

eth

er t

he

Su

bco

ntr

acto

r o

r th

e C

on

trac

tor

com

ple

tes

and s

igns

the

form

.

RW

022304

Cit

y o

f D

urh

am

R

estr

oom

Im

pro

vem

ents

Mu

ltip

le P

ark

Sit

es P

hase

III

ST

-2

Rei

mb

urs

ab

le S

ale

s a

nd

Use

Ta

x S

tate

men

t

Pa

ym

ent

Ap

pli

cati

on

No

. _

__

__

__

_

E

stim

ate

No

. _

__

__

__

_

Na

me

of

Co

ntr

act

or:

___

___

__

__

___

___

___

___

___

___

__

__

__

__

__

Pro

ject

: _

__

__

___

___

___

____

__

__

___

___

___

___

___

___

__

__

__

___

___

___

___

___

___

__

__

__

___

___

___

___

___

___

__

__

__

___

_

1. T

ype

of

pro

pert

y p

urc

ha

sed

*

2. D

ate

pro

per

ty

pu

rch

ase

d

3. N

am

e o

f ve

ndo

r 4

. I

nvo

ice

nu

mb

er

5. D

ate

of

invoic

e

6. N

. C

. co

un

ty

in w

hic

h

pu

rch

ase

d.*

*

7. A

mo

un

t o

f

Sta

te s

ale

s a

nd

use

tax

es

pa

id

8. A

mo

un

t o

f

local

sale

s a

nd

use

tax

es

pa

id

9. T

ota

l o

f

colu

mn

s 7

& 8

Gra

nd

to

tals

of

colu

mn

s 7

, 8

, &

9 f

or

all

pag

es o

f th

is p

ay a

pp

lica

tio

n/e

stim

ate.

//

////

////

////

////

////

////

////

////

////

////

////

////

////

////

////

////

///

No

tes:

* I

f th

e in

vo

ice

clea

rly

spec

ifie

s th

e p

rop

erty

fo

r w

hic

h t

ax r

eim

bu

rsem

ent

is b

eing

req

ues

ted,

you

nee

d n

ot

list

th

e p

rop

erty

on

th

is f

orm

.

** I

n c

olu

mn

6,

if n

ot

pu

rch

ased

in

N.

C.,

wri

te N

ot

in N

.C.

Ad

d e

xtra

pa

ges

as

nee

ded

. T

ota

l n

um

ber

of

pa

ges,

in

clu

din

g t

his

pa

ge,

in

th

is r

equ

est:

__

__

__

___

__

. D

o n

ot

incl

ud

e in

voic

es i

n t

ha

t p

ag

e co

un

t.

In a

dd

itio

n t

o

the

pa

ges

ref

erre

d t

o a

bov

e, i

nv

oic

es t

ha

t su

bst

an

tia

te t

his

sta

tem

ent

are

att

ach

ed.

CE

RT

IFIC

AT

ION

: T

he

un

der

sig

ned

in

div

idu

al c

erti

fies

(1)

he

or

she

is a

n e

mp

loy

ee o

r p

rin

cip

al o

f th

e C

on

trac

tor

that

is

fili

ng

th

is f

orm

wit

h t

he

Cit

y t

o r

equ

est

reim

bu

rsem

ent

for

N.

C.

Sta

te a

nd

lo

cal

sale

s an

d u

se t

axes

th

at t

he

Co

ntr

acto

r h

as p

aid

, (2

) al

l o

f th

e p

rop

erti

es l

iste

d a

bo

ve,

and

on a

ll p

ages

, if

an

y,

add

ed t

o t

his

pag

e, a

nd

des

ign

ated

on

th

e at

tach

ed i

nvo

ices

, ar

e b

uil

din

g m

ater

ials

, su

pp

lies

, fi

xtu

res,

an

d e

qu

ipm

ent

that

hav

e b

eco

me

or

wil

l b

eco

me

a p

art

of

or

ann

exed

to

a

bu

ild

ing

or

stru

cture

th

at i

s ow

ned

or

leas

ed b

y t

he

Cit

y o

f D

urh

am a

nd

is

bei

ng

ere

cted

, al

tere

d,

or

rep

aire

d f

or

use

by

th

e C

ity

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Durham – Where Great Things Happen

CITY OF DURHAM General Services Department 2011 FAY STREET | DURHAM, NC 27704 919.560.4197 | F 919.560.4970 www.DurhamNC.gov

City of Durham North Carolina

Contract Change Order

Project Data

Cause Code

Change Order Number: CMO1-Conditions:Unforeseen

Date: CMO2-Weather: Delays or Damage

Project Name: CMO3-Error: Design Error/Omission

Contract Number: CM04-Regs: Change in regulatory requirement

Contractor : CM05-Materials: Materials or equipment unavailable

Project Manager: CMO6-Aesthetic: Owner requested changes

CMO7-Operation: Owner requested changes

CMO8-Other

Description of Change

The Contract is changed as follows: Under the terms of the contract and without invalidating the original provisions thereof, the following change(s) in work is (are) authorized for the change in Contract

Sum herein set forth (include detailed cost breakdown of labor and materials, including sales and use tax breakouts, and a detailed analysis supporting requirements for

a change in Contract Time):

The Contractor shall provide all labor, materials and equipment required to provide the following:

Code Description Amount

Contract Cost Summary

E-Verify Requirements. (a) If this contract is awarded pursuant to North Carolina General Statutes (NCGS) 143-129 – (i) the contractor represents and covenants that

the contractor and its subcontractors comply with the requirements of Article 2 of Chapter 64 of the NCGS; (ii) the words "contractor," "contractor’s subcontractors,"

and "comply" as used in this subsection (a) shall have the meanings intended by NCGS 143-129(j); and (iii) the City is relying on this subsection (a) in entering into this contract. (b) If this contract is subject to NCGS 143-133.3, the contractor and its subcontractors shall comply with the requirements of Article 2 of Chapter 64 of the

NCGS.

Iran Divestment Act Certification. The Contractor certifies that, if it submitted a successful bid for this contract, then as of the date it submitted the bid, the

Contractor was not identified on the Iran List. If it did not submit a bid for this contract, the Contractor certifies that as of the date that this contract is entered into, the

Contractor is not identified on the Iran List. It is a material breach of contract for the Contractor to be identified on the Iran List during the term of this contract or to

utilize on this contract any subcontractor that is identified on the Iran List. In this Iran Divestment Act Certification section -- “Contractor” means the person entering

into this contract with the City of Durham; and “Iran List” means the Final Divestment List – Iran, the Parent and Subsidiary Guidance List – Iran, and all other lists

issued from time to time by the N.C. State Treasurer to comply with G. S. 147-86.58 of the N.C. Iran Divestment Act.

Authorization and Certification I hereby certify that my bonding company will be notified forthwith that my contract has been (increased) (decreased) by the amount of this change order, and that a copy of the approved change order will be mailed upon receipt by me to my surety.

Contractor By

Address Date

Original Contract Sum

Net change by previously authorized Change Orders

The Contract Sum prior to the Change Order was

The Contract Sum will be (increased) (decreased) (unchanged) by this

Change Order in the amount of

The new Contract Sum including this Change Order will be

The new Contract Time will be (increased) (decreased) (unchanged) by days

The date of Substantial Completion as of this Change Order therefore is

Durham – Where Great Things Happen

CITY OF DURHAM General Services Department 2011 FAY STREET | DURHAM, NC 27704 919.560.4197 | F 919.560.4970 www.DurhamNC.gov

I hereby certify that I have reviewed all aspects of this change order and have determined that it is in the best interest of the Owner to have the Work accomplished. I

have also determined that the cost and time allotment are fair and equitable, and I recommend acceptance by the Owner.

Architect By

Address Date

IN WITNESS WHEREOF, This Agreement is executed under seal by the duty authorized officers of the City and the Contractor.

Preaudit certificate if applicable.

ATTEST CITY OF DURHAM

CLAIM FOR ADDITIONAL TIME ON THE BASIS OF ADVERSE WEATHER CONDITIONS

Project Name ___________________________________________________________

Contractor _____________________________________________________________

Claim for the week beginning Monday, _________________________, 20____

The Contractor hereby requests that the Contract Time be increased by _________ days

because of weather conditions during the week specified above. The Contractor makes a claim that

weather conditions had an adverse effect on the scheduled construction during that week, that the weather

conditions were abnormal for that week, and that the weather conditions could not have been reasonably

anticipated. If the claim is on the basis of precipitation and/or temperature, the Contractor must attach

records from the National Weather Service showing that the precipitation and/or temperature qualifies, in

addition to filling out this page. In addition, the Contractor must provide support for its assertion that the

weather conditions had an adverse effect on the scheduled construction. For example, the Contractor may

need to address whether scheduled outside work could have been postponed, with effort shifted to inside

work.

In order to make a claim for inclement weather days, this form must be submitted by the 10th day

of the month after the month as to which the claim is made. For instance, if the delays occurred in January,

this form is due by February 10.

In order to make this claim for Saturdays, Sundays, and City of Durham holidays, the Contractor must have

notified the City representative (Project Manager) by 3:30 PM o’clock three days in advance of the day of

the Contractor’s intent to work on a specific Saturday, Sunday, or holiday. For example, to make the claim

for Saturday, the Contractor must have notified the City representative (Project Manager) by 3:30 PM on

the preceding Wednesday of the Contractor’s intent to work on Saturday. Notwithstanding Supplementary

Conditions Subparagraph 8.1.4, if the day on which notice is to be given under this paragraph is a Saturday,

Sunday, or City of Durham holiday, the notice shall be given by the first day before that day that is not a

Saturday, Sunday, or City of Durham holiday. For example, if the Contractor intends to work on Saturday

but the Wednesday before that Saturday is a holiday, the notice must be given by Tuesday at 3:30 PM

(assuming Tuesday is not a holiday).

If this is a precipitation claim,

what was the total precipitation

this day according to the National

Weather Service?

If this is a temperature claim,

what was the maximum

temperature reached this day

according to the National

Weather Service?

Monday

Tuesday

Wednesday

Thursday

Friday

Saturday

Sunday

CLAIM FOR ADDITIONAL TIME ON THE BASIS OF ADVERSE WEATHER CONDITIONS, page 2

___________________________, 20_____ Date of this claim

________________________________________________


____________________________________________________

Title

In response to this claim, the consultant/Architect recommends that the Contract

Time be extended by ______ days.

________________________________________ _______________________, 20____

consultant/Architect

In response to this claim, the City of Durham extends the Contract Time by

_______ days.

________________________________________ _______________________, 20____

City of Durham representative (Project Manager)

If the Contract Time is extended by the time requested by the Contractor, this document is a change order.

If the Contract Time is extended by less than the time requested by the Contractor, the signature of the

Contractor below signifies that this document is a change order.

______________________________________________ _______________________, 20____


______________________________________________

Title

CITY OF DURHAMDurham Convention Center - Exterior Signage and Canopy

12/10/2019

SECTION 011000 - SUMMARY

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

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

1.2 SUMMARY

A. Section Includes:

1. Work covered by Contract Documents.2. Work by Owner.3. Access to site.4. Coordination with occupants.

1.3 PROJECT INFORMATION

A. Project Identification: Durham Convention Center | Exterior Signage and Canopy.

1. Project Location: 301 West Morgan Street, Durham, NC 27701.

B. Owner: City of Durham.

1. Owner's Representative: Trish Pollock Creta.

C. Architect: RND Architects.

1.4 WORK COVERED BY CONTRACT DOCUMENTS

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

1. Installation of new exterior canopy and signage, including new lighting and controls.

B. Type of Contract:

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

SUMMARY 011000 - 1


12/10/2019

1.5 WORK BY OWNER

A. General: Cooperate fully with Owner so work may be carried out smoothly, without interfering with or delaying work under this Contract or work by Owner. Coordinate the Work of this Contract with work performed by Owner.

1.6 ACCESS TO SITE

A. General: Contractor shall have limited use of Project site for construction operations as indicated on Drawings by the Contract limits and as indicated by requirements of this Section.

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

1. Driveways, Walkways and Entrances: Keep driveways 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.

1.7 COORDINATION WITH OCCUPANTS

A. Full Owner Occupancy: Owner will occupy site and existing building(s) during entire construction period. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's day-to-day 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 approval of authorities having jurisdiction.

2. Notify Owner not less than 72 hours in advance of activities that will affect Owner's operations.

SUMMARY 011000 - 2


12/10/2019

1.8 WORK RESTRICTIONS

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

1. Coordinate work hours with Owner. 2. Comply with limitations on use of public streets and with other requirements of

authorities having jurisdiction.

B. 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.

1. Notify Owner not less than two days in advance of proposed disruptive operations.

C. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet of entrances, operable windows, or outdoor-air intakes.

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

E. Employee Identification: Provide identification tags for Contractor personnel working on Project site. Require personnel to use identification tags at all times.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 011000

SUMMARY 011000 - 3


12/10/2019

SECTION 012300 - ALTERNATES

PART 1 - GENERAL



1.2 SUMMARY

A. Section includes administrative and procedural requirements for alternates.

1.3 DEFINITIONS

A. Alternate: An amount proposed by bidders and stated on the Bid Form for certain work defined in the bidding requirements that may be added to or deducted from the base bid amount if the Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents.

1. Alternates described in this Section are part of the Work only if enumerated in the Agreement.

2. The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to incorporate alternates into the Work. No other adjustments are made to the Contract Sum.

1.4 PROCEDURES

A. Coordination: Revise or adjust affected adjacent work as necessary to completely integrate work of the alternate into Project.

1. Include as part of each alternate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not indicated as part of alternate.

B. Execute accepted alternates under the same conditions as other work of the Contract.

C. Schedule: A schedule of alternates is included at the end of this Section. Specification Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each alternate.

ALTERNATES 012300 - 1


12/10/2019


PART 3 - EXECUTION

3.1 SCHEDULE OF ALTERNATES

A. Alternate No. 1: Preferred Brand Product- LED Light Fixtures at Signage.

1. Base Bid: Provide products complying with specification for LED light fixture at signage.

2. Alternate: Provide LED light fixture at signage by the following manufacturer:

a. Color Kinetics.

B. Alternate No. 2: Controls for Color Change LED Light Fixtures at Signage.

1. Base Bid: Provide LED light fixtures at signage without controls for color changing. 2. Alternate: Provide complete color changing control system for LED light fixtures at

signage:


ALTERNATES 012300 - 2


12/10/2019

SECTION 012500 - SUBSTITUTION PROCEDURES

PART 1 - GENERAL



1.2 SUMMARY

A. Section includes administrative and procedural requirements for substitutions.

B. Related Requirements:

1. Section 016000 "Product Requirements" for requirements for submitting comparable product submittals for products by listed manufacturers.

1.3 DEFINITIONS

A. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor.

1. Substitutions for Cause: Changes proposed by Contractor that are required due to changed Project conditions, such as unavailability of product, regulatory changes, or unavailability of required warranty terms.

2. Substitutions for Convenience: Changes proposed by Contractor or Owner that are not required in order to meet other Project requirements but may offer advantage to Contractor or Owner.

1.4 ACTION SUBMITTALS

A. Substitution Requests: Submit three copies of each request for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles.

1. Substitution Request Form: Use facsimile of form provided in Project Manual.2. Documentation: Show compliance with requirements for substitutions and the following,

as applicable:

a. Statement indicating why specified product or fabrication or installation method cannot be provided, if applicable.

b. Coordination of information, including a list of changes or revisions needed to other parts of the Work and to construction performed by Owner and separate contractors that will be necessary to accommodate proposed substitution.

SUBSTITUTION PROCEDURES 012500 - 1


12/10/2019

c. Detailed comparison of significant qualities of proposed substitutions with those of the Work specified. Include annotated copy of applicable Specification Section. Significant qualities may include attributes, such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the Work specified.

d. Product Data, including drawings and descriptions of products and fabrication and installation procedures.

e. Samples, where applicable or requested.f. Certificates and qualification data, where applicable or requested.g. List of similar installations for completed projects, with project names and

addresses as well as names and addresses of architects and owners.h. Material test reports from a qualified testing agency, indicating and interpreting

test results for compliance with requirements indicated.i. Research reports evidencing compliance with building code in effect for Project,

from ICC-ES.j. Detailed comparison of Contractor's construction schedule using proposed

substitutions with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating date of receipt of purchase order, lack of availability, or delays in delivery.

k. Cost information, including a proposal of change, if any, in the Contract Sum.l. Contractor's certification that proposed substitution complies with requirements in

the Contract Documents, except as indicated in substitution request, is compatible with related materials and is appropriate for applications indicated.

m. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results.

3. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within seven days of receipt of a request for substitution. Architect will notify Contractor of acceptance or rejection of proposed substitution within 15 days of receipt of request, or seven days of receipt of additional information or documentation, whichever is later.

a. Forms of Acceptance: Change Order.b. Use product specified if Architect does not issue a decision on use of a proposed

substitution within time allocated.

1.5 QUALITY ASSURANCE

A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage a qualified testing agency to perform compatibility tests recommended by manufacturers.



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1.6 PROCEDURES

A. Coordination: Revise or adjust affected work as necessary to integrate work of the approved substitutions.

1.7 SUBSTITUTIONS

A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than 15 days prior to time required for preparation and review of related submittals.

1. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to record noncompliance with these requirements:

a. Requested substitution is consistent with the Contract Documents and will produce indicated results.

b. Substitution request is fully documented and properly submitted.c. Requested substitution will not adversely affect Contractor's construction schedule.d. Requested substitution has received necessary approvals of authorities having

jurisdiction.e. Requested substitution is compatible with other portions of the Work.f. Requested substitution has been coordinated with other portions of the Work.g. Requested substitution provides specified warranty.h. If requested substitution involves more than one contractor, requested substitution

has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.

B. Substitutions for Convenience: Architect will consider requests for substitution if received within 60 days after the Notice of Award. Requests received after that time may be considered or rejected at discretion of Architect.

1. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to record noncompliance with these requirements:

a. Requested substitution offers Owner a substantial advantage in cost, time, energy conservation, or other considerations, after deducting additional responsibilities Owner must assume. Owner's additional responsibilities may include compensation to Architect for redesign and evaluation services, increased cost of other construction by Owner, and similar considerations.

b. Requested substitution does not require extensive revisions to the Contract Documents.

c. Requested substitution is consistent with the Contract Documents and will produce indicated results.

d. Substitution request is fully documented and properly submitted.



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e. Requested substitution will not adversely affect Contractor's construction schedule.f. Requested substitution has received necessary approvals of authorities having

jurisdiction.g. Requested substitution is compatible with other portions of the Work.h. Requested substitution has been coordinated with other portions of the Work.i. Requested substitution provides specified warranty.j. If requested substitution involves more than one contractor, requested substitution

has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.



PART 4 - END OF SECTION 012500



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SECTION 012600 - CONTRACT MODIFICATION PROCEDURES

PART 1 - GENERAL



1.2 SUMMARY

A. Section includes administrative and procedural requirements for handling and processing Contract modifications.


1. Section 012500 "Substitution Procedures" for administrative procedures for handling requests for substitutions made after the Contract award.

1.3 MINOR CHANGES IN THE WORK

A. Architect will issue supplemental instructions authorizing minor changes in the Work, not involving adjustment to the Contract Sum or the Contract Time.

1.4 PROPOSAL REQUESTS

A. Owner-Initiated Proposal Requests: Architect will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications.

1. Work Change Proposal Requests issued by Architect are not instructions either to stop work in progress or to execute the proposed change.

2. Within 20 days, when not otherwise specified, after receipt of Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change.

a. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.

b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

c. Include costs of labor and supervision directly attributable to the change.

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d. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.

e. Quotation Form: Use forms acceptable to Architect.

B. Contractor-Initiated Proposals: If latent or changed conditions require modifications to the Contract, Contractor may initiate a claim by submitting a request for a change to Architect.

1. Include a statement outlining reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and the Contract Time.

2. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.

3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

4. Include costs of labor and supervision directly attributable to the change.5. Include an updated Contractor's construction schedule that indicates the effect of the

change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.

6. Comply with requirements in Section 012500 "Substitution Procedures" if the proposed change requires substitution of one product or system for product or system specified.

7. Proposal Request Form: Use form acceptable to Architect.

1.5 ADMINISTRATIVE CHANGE ORDERS

A. Unit-Price Adjustment: See Section 012200 "Unit Prices" for administrative procedures for preparation of Change Order Proposal for adjusting the Contract Sum to reflect measured scope of unit-price work.

1.6 CHANGE ORDER PROCEDURES

A. On Owner's approval of a Work Change Proposal Request, Owner will issue a Change Order for signatures of Owner, Architect and Contractor on form included in Project Manual.




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SECTION 012900 - PAYMENT PROCEDURES

PART 1 - GENERAL



1.2 SUMMARY

A. Section includes administrative and procedural requirements necessary to prepare and process Applications for Payment.


1. Section 012600 "Contract Modification Procedures" for administrative procedures for handling changes to the Contract.

2. Section 013200 "Construction Progress Documentation" for administrative requirements governing the preparation and submittal of the Contractor's construction schedule.

1.3 DEFINITIONS

A. Schedule of Values: A statement furnished by Contractor allocating portions of the Contract Sum to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment.

1.4 SCHEDULE OF VALUES

A. Coordination: Coordinate preparation of the schedule of values with preparation of Contractor's construction schedule.

1. Coordinate line items in the schedule of values with items required to be indicated as separate activities in Contractor's construction schedule.

2. Submit the schedule of values to Architect at earliest possible date, but no later than seven days before the date scheduled for submittal of initial Applications for Payment.

3. Subschedules for Separate Elements of Work: Where the Contractor's construction schedule defines separate elements of the Work, provide subschedules showing values coordinated with each element.

B. Format and Content: Use Project Manual table of contents as a guide to establish line items for the schedule of values. Provide at least one line item for each Specification Section.

1. Identification: Include the following Project identification on the schedule of values:

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a. Project name and location.b. Name of Architect.c. Architect's Project number.d. Contractor's name and address.e. Date of submittal.

2. Arrange schedule of values consistent with format of AIA Document G703.3. Provide a breakdown of the Contract Sum in enough detail to facilitate continued

evaluation of Applications for Payment and progress reports. Provide multiple line items for principal subcontract amounts in excess of five percent of the Contract Sum.

4. Provide a separate line item in the schedule of values for each part of the Work where Applications for Payment may include materials or equipment purchased or fabricated and stored, but not yet installed.

a. Differentiate between items stored on-site and items stored off-site.

5. Schedule of Values Revisions: Revise the schedule of values when Change Orders result in a change in the Contract Sum. Include at least one separate line item for each Change Order.

1.5 APPLICATIONS FOR PAYMENT

A. Each Application for Payment following the initial Application for Payment shall be consistent with previous applications and payments as certified by Architect and paid for by Owner.

B. Payment Application Times: The date for each progress payment is indicated in the Agreement between Owner and Contractor. The period of construction work covered by each Application for Payment is the period indicated in the Agreement.

C. Application for Payment Forms: Use AIA Document G702 and AIA Document G703 as form for Applications for Payment.

D. Application Preparation: Complete every entry on form. Notarize and execute by a person authorized to sign legal documents on behalf of Contractor. Architect will return incomplete applications without action.

1. Entries shall match data on the schedule of values and Contractor's construction schedule. Use updated schedules if revisions were made.

2. Include amounts for work completed following previous Application for Payment, whether or not payment has been received. Include only amounts for work completed at time of Application for Payment.

3. Include amounts of fully executed Change Orders and Construction Change Directives issued before last day of construction period covered by application.

a. Do not include amounts of proposed change requests or not executed Change Orders.

4. Indicate separate amounts for work being carried out under Owner-requested project acceleration.



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E. Stored Materials: Include in Application for Payment amounts applied for materials or equipment purchased or fabricated and stored, but not yet installed. Differentiate between items stored on-site and items stored off-site.

1. Provide certificate of insurance, evidence of transfer of title to Owner, and consent of surety to payment for stored materials.

2. Provide supporting documentation that verifies amount requested, such as paid invoices. Match amount requested with amounts indicated on documentation; do not include overhead and profit on stored materials.

3. Provide summary documentation for stored materials indicating the following:

a. Value of materials previously stored and remaining stored as of date of previous Applications for Payment.

b. Value of previously stored materials put in place after date of previous Application for Payment and on or before date of current Application for Payment.

c. Value of materials stored since date of previous Application for Payment and remaining stored as of date of current Application for Payment.

F. Transmittal: Submit three signed and notarized original copies of each Application for Payment to Architect by a method ensuring receipt. One copy shall include waivers of lien and similar attachments if required.

1. Transmit each copy with a transmittal form listing attachments and recording appropriate information about application.

G. Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's lien from subcontractors, sub-subcontractors, and suppliers for construction period covered by the previous application.

1. Submit partial waivers on each item for amount requested in previous application, after deduction for retainage, on each item.

2. When an application shows completion of an item, submit conditional final or full waivers.

3. Owner reserves the right to designate which entities involved in the Work must submit waivers.

4. Submit final Application for Payment with or preceded by conditional final waivers from every entity involved with performance of the Work covered by the application who is lawfully entitled to a lien.

5. Waiver Forms: Submit executed waivers of lien on forms acceptable to Owner.

H. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of first Application for Payment include the following:

1. List of subcontractors.2. Schedule of values.3. Contractor's construction schedule (preliminary if not final).4. Products list (preliminary if not final).5. Schedule of unit prices.6. Submittal schedule (preliminary if not final).7. List of Contractor's staff assignments.



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8. List of Contractor's principal consultants.9. Copies of building permits.10. Copies of authorizations and licenses from authorities having jurisdiction for

performance of the Work.11. Initial progress report.12. Report of preconstruction conference.

I. Application for Payment at Substantial Completion: After Architect issues the Certificate of Substantial Completion, submit an Application for Payment showing 100 percent completion for portion of the Work claimed as substantially complete.

1. Include documentation supporting claim that the Work is substantially complete and a statement showing an accounting of changes to the Contract Sum.

2. This application shall reflect Certificate(s) of Substantial Completion issued previously for Owner occupancy of designated portions of the Work.

J. Final Payment Application: After completing Project closeout requirements, submit final Application for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to the following:

1. Evidence of completion of Project closeout requirements.2. Insurance certificates for products and completed operations where required and proof

that taxes, fees, and similar obligations were paid.3. Updated final statement, accounting for final changes to the Contract Sum.4. AIA Document G706.5. AIA Document G706A.6. AIA Document G707.7. Evidence that claims have been settled.8. Final meter readings for utilities, a measured record of stored fuel, and similar data as of

date of Substantial Completion or when Owner took possession of and assumed responsibility for corresponding elements of the Work.

9. Final liquidated damages settlement statement.






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SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL



1.2 SUMMARY

A. Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:

1. General coordination procedures.2. RFIs.3. Project meetings.

B. Each contractor shall participate in coordination requirements. Certain areas of responsibility are assigned to a specific contractor.

C. Related Requirements:

1. Section 013200 "Construction Progress Documentation" for preparing and submitting Contractor's construction schedule.

2. Section 017300 "Execution" for procedures for coordinating general installation and field-engineering services, including establishment of benchmarks and control points.

3. Section 017700 "Closeout Procedures" for coordinating closeout of the Contract.

1.3 DEFINITIONS

A. RFI: Request for Information. Request from Owner, Architect, or Contractor seeking information required by or clarifications of the Contract Documents.

1.4 INFORMATIONAL SUBMITTALS

A. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design. Include the following information in tabular form:

1. Name, address, telephone number, and email address of entity performing subcontract or supplying products.

2. Number and title of related Specification Section(s) covered by subcontract.3. Drawing number and detail references, as appropriate, covered by subcontract.

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B. Key Personnel Names: Within 15 days of starting construction operations, submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site. Identify individuals and their duties and responsibilities; list addresses and cellular telephone numbers and e-mail addresses. Provide names, addresses, and telephone numbers of individuals assigned as alternates in the absence of individuals assigned to Project.

1. Post copies of list in project meeting room, in temporary field office, and in prominent location in built facility. Keep list current at all times.

1.5 PROJECT SUPERVISION

A. General: Contractor shall assign a knowledgeable project superintendent to the project. The project superintendent is required to provide onsite supervision at all times whenever work is being completed onsite.

1.6 GENERAL COORDINATION PROCEDURES

A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations included in different Sections that depend on each other for proper installation, connection, and operation.

1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation.

2. Coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.

B. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings.

1. Prepare similar memoranda for Owner and separate contractors if coordination of their Work is required.

C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and scheduled activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:

1. Preparation of Contractor's construction schedule.2. Preparation of the schedule of values.3. Installation and removal of temporary facilities and controls.4. Delivery and processing of submittals.5. Progress meetings.6. Preinstallation conferences.7. Project closeout activities.


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8. Startup and adjustment of systems.

1.7 REQUEST FOR INFORMATION (RFI)

A. General: Immediately on discovery of the need for additional information, clarification, or interpretation of the Contract Documents, Contractor shall prepare and submit an RFI in the form specified.

1. Architect will return without response those RFIs submitted to Architect by other entities controlled by Contractor.

2. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's work or work of subcontractors.

B. Content of the RFI: Include a detailed, legible description of item needing information or interpretation and the following:

1. Project name.2. Project number.3. Date.4. Name of Contractor.5. Name of Architect[ and Construction Manager].6. RFI number, numbered sequentially.7. RFI subject.8. Specification Section number and title and related paragraphs, as appropriate.9. Drawing number and detail references, as appropriate.10. Field dimensions and conditions, as appropriate.11. Contractor's suggested resolution. If Contractor's suggested resolution impacts the

Contract Time or the Contract Sum, Contractor shall state impact in the RFI.12. Contractor's signature.13. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop

Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.

a. Include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments on attached sketches.

C. RFI Forms: Software-generated form with substantially the same content as indicated above, acceptable to Architect.

1. Attachments shall be electronic files in PDF format.

D. Architect's Action: Architect will review each RFI, determine action required, and respond. Allow seven working days for Architect's response for each RFI. RFIs received by Architect after 1:00 p.m. will be considered as received the following working day.

1. The following Contractor-generated RFIs will be returned without action:

a. Requests for approval of submittals.b. Requests for approval of substitutions.c. Requests for approval of Contractor's means and methods.


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d. Requests for coordination information already indicated in the Contract Documents.

e. Requests for adjustments in the Contract Time or the Contract Sum.f. Requests for interpretation of Architect's actions on submittals.g. Incomplete RFIs or inaccurately prepared RFIs.

2. Architect's action may include a request for additional information, in which case Architect's time for response will date from time of receipt by Architect of additional information.

3. Architect's action on RFIs that may result in a change to the Contract Time or the Contract Sum may be eligible for Contractor to submit Change Proposal according to Section 012600 "Contract Modification Procedures."

a. If Contractor believes the RFI response warrants change in the Contract Time or the Contract Sum, notify Architect in writing within 10 days of receipt of the RFI response.

E. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number. Submit log weekly. Include the following:

1. Project name.2. Name and address of Contractor.3. Name and address of Architect[ and Construction Manager].4. RFI number including RFIs that were returned without action or withdrawn.5. RFI description.6. Date the RFI was submitted.7. Date Architect's[ and Construction Manager's] response was received.8. Identification of related Minor Change in the Work, Construction Change Directive, and

Proposal Request, as appropriate.9. Identification of related Field Order, Work Change Directive, and Proposal Request, as

appropriate.

F. On receipt of Architect's action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify Architect within seven days if Contractor disagrees with response.

1.8 PROJECT MEETINGS

A. General: Schedule and conduct meetings and conferences at Project site unless otherwise indicated.

1. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. Notify Owner and Architect of scheduled meeting dates and times a minimum of 10 working days prior to meeting.

2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees.3. Minutes: Entity responsible for conducting meeting will record significant discussions

and agreements achieved. Distribute the meeting minutes to everyone concerned, including Owner and Architect, within three days of the meeting.


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B. Preconstruction Conference: Architect will schedule and conducta preconstruction conference before starting construction, at a time convenient to Owner and Architect, but no later than 15 days after execution of the Agreement.

1. Attendees: Authorized representatives of Owner Architect, and their consultants; Contractor and its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the conference. Participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work.

2. Agenda: Discuss items of significance that could affect progress, including the following:

a. Responsibilities and personnel assignments.b. Tentative construction schedule.c. Phasing.d. Critical work sequencing and long lead items.e. Designation of key personnel and their duties.f. Lines of communications.g. Procedures for processing field decisions and Change Orders.h. Procedures for RFIs.i. Procedures for testing and inspecting.j. Procedures for processing Applications for Payment.k. Distribution of the Contract Documents.l. Submittal procedures.m. Sustainable design requirements.n. Preparation of Record Documents.o. Use of the premises and existing building.p. Work restrictions.q. Working hours.r. Owner's occupancy requirements.s. Responsibility for temporary facilities and controls.t. Procedures for moisture and mold control.u. Procedures for disruptions and shutdowns.v. Construction waste management and recycling.w. Parking availability.x. Office, work, and storage areas.y. Equipment deliveries and priorities.z. First aid.aa. Security.bb. Progress cleaning.

3. Minutes: Entity responsible for conducting meeting will record and distribute meeting minutes.

C. Preinstallation Conferences: Conduct a preinstallation conference at Project site before each construction activity when required by other sections and when required for coordination with other construction.


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1. Attendees: Installer and representatives of manufacturers and fabricators involved in or affected by the installation and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting. Advise Architect of scheduled meeting dates.

2. Agenda: Review progress of other construction activities and preparations for the particular activity under consideration, including requirements for the following:

a. Contract Documents.b. Options.c. Related RFIs.d. Related Change Orders.e. Purchases.f. Deliveries.g. Submittals.h. Sustainable design requirements.i. Review of mockups.j. Possible conflicts.k. Compatibility requirements.l. Time schedules.m. Weather limitations.n. Manufacturer's written instructions.o. Warranty requirements.p. Compatibility of materials.q. Acceptability of substrates.r. Temporary facilities and controls.s. Space and access limitations.t. Regulations of authorities having jurisdiction.u. Testing and inspecting requirements.v. Installation procedures.w. Coordination with other work.x. Required performance results.y. Protection of adjacent work.z. Protection of construction and personnel.

3. Record significant conference discussions, agreements, and disagreements, including required corrective measures and actions.

4. Reporting: Distribute minutes of the meeting to each party present and to other parties requiring information.

5. Do not proceed with installation if the conference cannot be successfully concluded. Initiate whatever actions are necessary to resolve impediments to performance of the Work and reconvene the conference at earliest feasible date.

D. Project Closeout Conference: Schedule and conduct a project closeout conference, at a time convenient to Owner and Architect, but no later than 14 days prior to the scheduled date of Substantial Completion.

1. Conduct the conference to review requirements and responsibilities related to Project closeout.


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2. Attendees: Authorized representatives of Owner, Architect, and their consultants; Contractor and its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the meeting. Participants at the meeting shall be familiar with Project and authorized to conclude matters relating to the Work.

3. Agenda: Discuss items of significance that could affect or delay Project closeout, including the following:

a. Preparation of Record Documents.b. Procedures required prior to inspection for Substantial Completion and for final

inspection for acceptance.c. Procedures for completing and archiving web-based Project software site data

files.d. Submittal of written warranties.e. Requirements for completing sustainable design documentation.f. Requirements for preparing operations and maintenance data.g. Requirements for delivery of material samples, attic stock, and spare parts.h. Requirements for demonstration and training.i. Preparation of Contractor's punch list.j. Procedures for processing Applications for Payment at Substantial Completion and

for final payment.k. Submittal procedures.l. Coordination of separate contracts.m. Owner's partial occupancy requirements.n. Installation of Owner's furniture, fixtures, and equipment.o. Responsibility for removing temporary facilities and controls.

4. Minutes: Entity conducting meeting will record and distribute meeting minutes.

E. Progress Meetings: Conduct progress meetings at biweekly intervals.

1. Coordinate dates of meetings with preparation of payment requests.2. Attendees: In addition to representatives of Owner and Architect, each contractor,

subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the meeting shall be familiar with Project and authorized to conclude matters relating to the Work.

3. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project.

a. Contractor's Construction Schedule: Review progress since the last meeting. Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to Contractor's construction schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time.

1) Review schedule for next period.

b. Review present and future needs of each entity present, including the following:


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1) Interface requirements.2) Sequence of operations.3) Status of submittals.4) Status of sustainable design documentation.5) Deliveries.6) Off-site fabrication.7) Access.8) Site use.9) Temporary facilities and controls.10) Progress cleaning.11) Quality and work standards.12) Status of correction of deficient items.13) Field observations.14) Status of RFIs.15) Status of Proposal Requests.16) Pending changes.17) Status of Change Orders.18) Pending claims and disputes.19) Documentation of information for payment requests.

4. Minutes: Entity responsible for conducting the meeting will record and distribute the meeting minutes to each party present and to parties requiring information.

a. Schedule Updating: Revise Contractor's construction schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with the report of each meeting.


PART 3 - EXECUTION (Not Used)END OF SECTION 013100


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SECTION 013200 - CONSTRUCTION PROGRESS DOCUMENTATION

PART 1 - GENERAL



1.2 SUMMARY

A. Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following:

1. Startup construction schedule.2. Contractor's Construction Schedule.3. Construction schedule updating reports.4. Daily construction reports.5. Material location reports.6. Site condition reports.7. Unusual event reports.

1.3 DEFINITIONS

A. Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring, and controlling the construction Project. Activities included in a construction schedule consume time and resources.

1. Critical Activity: An activity on the critical path that must start and finish on the planned early start and finish times.

2. Predecessor Activity: An activity that precedes another activity in the network.3. Successor Activity: An activity that follows another activity in the network.

B. CPM: Critical path method, which is a method of planning and scheduling a construction project where activities are arranged based on activity relationships. Network calculations determine when activities can be performed and the critical path of Project.

C. Critical Path: The longest connected chain of interdependent activities through the network schedule that establishes the minimum overall Project duration and contains no float.

D. Event: The starting or ending point of an activity.

E. Float: The measure of leeway in starting and completing an activity.

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1. Float time is not for the exclusive use or benefit of either Owner or Contractor, but is a jointly owned, expiring Project resource available to both parties as needed to meet schedule milestones and Contract completion date.

2. Free float is the amount of time an activity can be delayed without adversely affecting the early start of the successor activity.

3. Total float is the measure of leeway in starting or completing an activity without adversely affecting the planned Project completion date.


A. Format for Submittals: Submit required submittals in the following format:

1. PDF file.

B. Startup construction schedule.

C. Contractor's Construction Schedule: Initial schedule, of size required to display entire schedule for entire construction period.

D. CPM Reports: Concurrent with CPM schedule, submit each of the following reports. Format for each activity in reports shall contain activity number, activity description, cost and resource loading, original duration, remaining duration, early start date, early finish date, late start date, late finish date, and total float in calendar days.

1. Activity Report: List of activities sorted by activity number and then early start date, or actual start date if known.

2. Logic Report: List of preceding and succeeding activities for each activity, sorted in ascending order by activity number and then by early start date, or actual start date if known.

3. Total Float Report: List of activities sorted in ascending order of total float.

E. Construction Schedule Updating Reports: Submit with Applications for Payment.

F. Daily Construction Reports: Submit at weekly intervals.

G. Material Location Reports: Submit at monthly intervals.

H. Site Condition Reports: Submit at time of discovery of differing conditions.

I. Unusual Event Reports: Submit at time of unusual event.

1.5 COORDINATION

A. Coordinate Contractor's Construction Schedule with the schedule of values, list of subcontracts, submittal schedule, progress reports, payment requests, and other required schedules and reports.


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1. Secure time commitments for performing critical elements of the Work from entities involved.

2. Coordinate each construction activity in the network with other activities and schedule them in proper sequence.

1.6 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL

A. Computer Scheduling Software: Prepare schedules using current version of a program that has been developed specifically to manage construction schedules.

B. Time Frame: Extend schedule from date established for the Notice to Proceed to date of final completion.

1. Contract completion date shall not be changed by submission of a schedule that shows an early completion date, unless specifically authorized by Change Order.

C. Activities: Treat each floor or separate area as a separate numbered activity for each main element of the Work. Comply with the following:

1. Activity Duration: Define activities so no activity is longer than 20 days, unless specifically allowed by Architect.

2. Procurement Activities: Include procurement process activities for the following long lead items and major items, requiring a cycle of more than 60 days, as separate activities in schedule. Procurement cycle activities include, but are not limited to, submittals, approvals, purchasing, fabrication, and delivery.

3. Submittal Review Time: Include review and resubmittal times indicated in Section 013300 "Submittal Procedures" in schedule. Coordinate submittal review times in Contractor's Construction Schedule with submittal schedule.

4. Startup and Testing Time: Include no fewer than 15 days for startup and testing.5. Commissioning Time: Include no fewer than 15 days for commissioning.6. Substantial Completion: Indicate completion in advance of date established for

Substantial Completion, and allow time for Architect's administrative procedures necessary for certification of Substantial Completion.

7. Punch List and Final Completion: Include not more than 30 days for completion of punch list items and final completion.

D. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected.

1. Phasing: Arrange list of activities on schedule by phase.2. Work by Owner: Include a separate activity for each portion of the Work performed by

Owner.3. Products Ordered in Advance: Include a separate activity for each product. Include

delivery date indicated in Section 011000 "Summary." Delivery dates indicated stipulate the earliest possible delivery date.

4. Owner-Furnished Products: Include a separate activity for each product. Include delivery date indicated in Section 011000 "Summary." Delivery dates indicated stipulate the earliest possible delivery date.

5. Work Restrictions: Show the effect of the following items on the schedule:


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a. Coordination with existing construction.b. Limitations of continued occupancies.c. Uninterruptible services.d. Partial occupancy before Substantial Completion.e. Use-of-premises restrictions.f. Provisions for future construction.g. Seasonal variations.h. Environmental control.

6. Work Stages: Indicate important stages of construction for each major portion of the Work, including, but not limited to, the following:

a. Subcontract awards.b. Submittals.c. Purchases.d. Mockups.e. Fabrication.f. Sample testing.g. Deliveries.h. Installation.i. Tests and inspections.j. Adjusting.k. Curing.l. Startup and placement into final use and operation.

7. Construction Areas: Identify each major area of construction for each major portion of the Work. Indicate where each construction activity within a major area must be sequenced or integrated with other construction activities to provide for the following:

a. Structural completion.b. Temporary enclosure and space conditioning.c. Permanent space enclosure.d. Completion of mechanical installation.e. Completion of electrical installation.f. Substantial Completion.

E. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed, Substantial Completion, and final completion.

F. Upcoming Work Summary: Prepare summary report indicating activities scheduled to occur or commence prior to submittal of next schedule update. Summarize the following issues:

1. Unresolved issues.2. Unanswered Requests for Information.3. Rejected or unreturned submittals.4. Notations on returned submittals.5. Pending modifications affecting the Work and the Contract Time.


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G. Contractor's Construction Schedule Updating: At monthly intervals, update schedule to reflect actual construction progress and activities. Issue schedule one week before each regularly scheduled progress meeting.

1. Revise schedule immediately after each meeting or other activity where revisions have been recognized or made. Issue updated schedule concurrently with the report of each such meeting.

2. Include a report with updated schedule that indicates every change, including, but not limited to, changes in logic, durations, actual starts and finishes, and activity durations.

3. As the Work progresses, indicate final completion percentage for each activity.

H. Recovery Schedule: When periodic update indicates the Work is 14 or more calendar days behind the current approved schedule, submit a separate recovery schedule indicating means by which Contractor intends to regain compliance with the schedule. Indicate changes to working hours, working days, crew sizes, equipment required to achieve compliance, and date by which recovery will be accomplished.

I. Distribution: Distribute copies of approved schedule to Architect Owner, separate contractors, testing and inspecting agencies, and other parties identified by Contractor with a need-to-know schedule responsibility.

1. Post copies in Project meeting rooms and temporary field offices.2. When revisions are made, distribute updated schedules to the same parties and post in the

same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in performance of construction activities.

1.7 STARTUP CONSTRUCTION SCHEDULE

A. Gantt-Chart Schedule: Submit startup, horizontal, Gantt-chart-type construction schedule within seven days of date established for the Notice to Proceed.

1.8 GANTT-CHART SCHEDULE REQUIREMENTS

A. Gantt-Chart Schedule: Submit a comprehensive, fully developed, horizontal, Gantt-chart-type, Contractor's Construction Schedule within 30 days of date established for the Notice to Proceed.

1. Base schedule on the startup construction schedule and additional information received since the start of Project.

B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line.

1. For construction activities that require three months or longer to complete, indicate an estimated completion percentage in 10percent increments within time bar.


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1.9 CPM SCHEDULE REQUIREMENTS

A. Startup Network Diagram: Submit diagram within 14 days of date established for the Notice to Proceed. Outline significant construction activities for the first 60 days of construction. Include skeleton diagram for the remainder of the Work and a cash requirement prediction based on indicated activities.

B. CPM Schedule: Prepare Contractor's Construction Schedule using a time-scaled CPM network analysis diagram for the Work.

1. Develop network diagram in sufficient time to submit CPM schedule so it can be accepted for use no later than 30 days after date established for the Notice to Proceed.

a. Failure to include any work item required for performance of this Contract shall not excuse Contractor from completing all work within applicable completion dates.

2. Conduct educational workshops to train and inform key Project personnel, including subcontractors' personnel, in proper methods of providing data and using CPM schedule information.

3. Establish procedures for monitoring and updating CPM schedule and for reporting progress. Coordinate procedures with progress meeting and payment request dates.

4. Use "one calendar day" as the unit of time for individual activities. Indicate nonworking days and holidays incorporated into the schedule to coordinate with the Contract Time.

C. CPM Schedule Preparation: Prepare a list of all activities required to complete the Work. Using the startup network diagram, prepare a skeleton network to identify probable critical paths.

1. Activities: Indicate the estimated time duration, sequence requirements, and relationship of each activity in relation to other activities. Include estimated time frames for the following activities:

a. Preparation and processing of submittals.b. Mobilization and demobilization.c. Purchase of materials.d. Delivery.e. Fabrication.f. Utility interruptions.g. Installation.h. Work by Owner that may affect or be affected by Contractor's activities.i. Testing and inspection.j. Commissioning.k. Punch list and final completion.l. Activities occurring following final completion.

2. Critical Path Activities: Identify critical path activities, including those for interim completion dates. Scheduled start and completion dates shall be consistent with Contract milestone dates.


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3. Processing: Process data to produce output data on a computer-drawn, time-scaled network. Revise data, reorganize activity sequences, and reproduce as often as necessary to produce the CPM schedule within the limitations of the Contract Time.

4. Format: Mark the critical path. Locate the critical path near center of network; locate paths with most float near the edges.

D. Contract Modifications: For each proposed contract modification and concurrent with its submission, prepare a time-impact analysis using a network fragment to demonstrate the effect of the proposed change on the overall Project schedule.

E. Initial Issue of Schedule: Prepare initial network diagram from a sorted activity list indicating straight "early start-total float." Identify critical activities. Prepare tabulated reports showing the following:

1. Contractor or subcontractor and the Work or activity.2. Description of activity.3. Main events of activity.4. Immediate preceding and succeeding activities.5. Early and late start dates.6. Early and late finish dates.7. Activity duration in workdays.8. Total float or slack time.9. Average size of workforce.

F. Schedule Updating: Concurrent with making revisions to schedule, prepare tabulated reports showing the following:

1. Identification of activities that have changed.2. Changes in early and late start dates.3. Changes in early and late finish dates.4. Changes in activity durations in workdays.5. Changes in the critical path.6. Changes in total float or slack time.7. Changes in the Contract Time.

1.10 REPORTS

A. Daily Construction Reports: Prepare a daily construction report recording the following information concerning events at Project site:

1. List of subcontractors at Project site.2. List of separate contractors at Project site.3. Approximate count of personnel at Project site.4. Equipment at Project site.5. Material deliveries.6. High and low temperatures and general weather conditions, including presence of rain or

snow.7. Testing and inspection.8. Accidents.9. Meetings and significant decisions.


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10. Unusual events.11. Stoppages, delays, shortages, and losses.12. Meter readings and similar recordings.13. Emergency procedures.14. Orders and requests of authorities having jurisdiction.15. Change Orders received and implemented.16. Services connected and disconnected.17. Equipment or system tests and startups.18. Partial completions and occupancies.19. Substantial Completions authorized.

B. Material Location Reports: At monthly intervals, prepare and submit a comprehensive list of materials delivered to and stored at Project site. List shall be cumulative, showing materials previously reported plus items recently delivered. Include with list a statement of progress on and delivery dates for materials or items of equipment fabricated or stored away from Project site. Indicate the following categories for stored materials:

1. Material stored prior to previous report and remaining in storage.2. Material stored prior to previous report and since removed from storage and installed.3. Material stored following previous report and remaining in storage.

C. Site Condition Reports: Immediately on discovery of a difference between site conditions and the Contract Documents, prepare and submit a detailed report. Submit with a Request for Information. Include a detailed description of the differing conditions, together with recommendations for changing the Contract Documents.

D. Unusual Event Reports: When an event of an unusual and significant nature occurs at Project site, whether or not related directly to the Work, prepare and submit a special report. List chain of events, persons participating, responses by Contractor's personnel, evaluation of results or effects, and similar pertinent information. Advise Owner in advance when these events are known or predictable.

1. Submit unusual event reports directly to Owner within one day(s) of an occurrence. Distribute copies of report to parties affected by the occurrence.





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SECTION 013300 - SUBMITTAL PROCEDURES

PART 1 - GENERAL



1.2 SUMMARY

A. Section includes requirements for the submittal schedule and administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals.

1.3 DEFINITIONS

A. Portable Document Format (PDF): An open standard file format licensed by Adobe Systems used for representing documents in a device-independent and display resolution-independent fixed-layout document format.

1.4 SUBMITTAL ADMINISTRATIVE REQUIREMENTS

A. Architect's Digital Data Files: Electronic digital data files of the Contract Drawings will be provided by Architect for Contractor's use in preparing submittals.

1. Architect will furnish Contractor one set of digital data drawing files of the Contract Drawings for use in preparing Shop Drawings.

a. Architect makes no representations as to the accuracy or completeness of digital data drawing files as they relate to the Contract Drawings.

b. Digital Drawing Software Program: The Contract Drawings are available in AutoCAD.

c. Contractor shall execute a data licensing agreement in the form of Agreement form acceptable to Owner and Architect.

d. The following digital data files will by furnished for each appropriate discipline:

1) Floor plans.

B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.

1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.

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2. Submit all submittal items required for each Specification Section concurrently unless partial submittals for portions of the Work are indicated on approved submittal schedule.

3. Submit action submittals and informational submittals required by the same Specification Section as separate packages under separate transmittals.

4. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination.

a. Architect reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

C. Processing Time: Allow time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Architect's receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals.

1. Initial Review: Allow 15 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Architect will advise Contractor when a submittal being processed must be delayed for coordination.

2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal.

3. Resubmittal Review: Allow 15 days for review of each resubmittal.4. Concurrent Consultant Review: Where the Contract Documents indicate that submittals

may be transmitted simultaneously to Architect and to Architect's consultants, allow 15 days for review of each submittal. Submittal will be returned to Architect before being returned to Contractor.

D. Paper Submittals: Place a permanent label or title block on each submittal item for identification.

1. Indicate name of firm or entity that prepared each submittal on label or title block.2. Provide a space approximately 6 by 8 inches on label or beside title block to record

Contractor's review and approval markings and action taken by Architect.

3. Additional Paper Copies: Unless additional copies are required for final submittal, and unless Architect observes noncompliance with provisions in the Contract Documents, initial submittal may serve as final submittal.

a. Submit one copy of submittal to concurrent reviewer in addition to specified number of copies to Architect.

4. Transmittal for Paper Submittals: Assemble each submittal individually and appropriately for transmittal and handling. Transmit each submittal using a transmittal form. Architect will discard submittals received from sources other than Contractor.

a. Transmittal Form for Paper Submittals: Provide locations on form for the following information:

1) Project name.



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2) Date.3) Destination (To:).4) Source (From:).5) Name and address of Architect.6) Name of Contractor.7) Name of firm or entity that prepared submittal.8) Names of subcontractor, manufacturer, and supplier.9) Category and type of submittal.10) Submittal purpose and description.11) Specification Section number and title.12) Specification paragraph number or drawing designation and generic name

for each of multiple items.13) Drawing number and detail references, as appropriate.14) Indication of full or partial submittal.15) Submittal and transmittal distribution record.16) Remarks.17) Signature of transmitter.

E. Electronic Submittals: Identify and incorporate information in each electronic submittal file as follows:

1. Assemble complete submittal package into a single indexed file incorporating submittal requirements of a single Specification Section and transmittal form with links enabling navigation to each item.

2. Name file with submittal number or other unique identifier, including revision identifier.

a. File name shall use project identifier and Specification Section number followed by a decimal point and then a sequential number (e.g., LNHS-061000.01). Resubmittals shall include an alphabetic suffix after another decimal point (e.g., LNHS-061000.01.A).

3. Provide means for insertion to permanently record Contractor's review and approval markings and action taken by Architect.

4. Transmittal Form for Electronic Submittals: Use electronic form acceptable to Owner, containing the following information:

a. Project name.b. Date.c. Name and address of Architect.d. Name of Contractor.e. Name of firm or entity that prepared submittal.f. Names of subcontractor, manufacturer, and supplier.g. Category and type of submittal.h. Submittal purpose and description.i. Specification Section number and title.j. Specification paragraph number or drawing designation and generic name for each

of multiple items.k. Drawing number and detail references, as appropriate.l. Location(s) where product is to be installed, as appropriate.m. Related physical samples submitted directly.



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n. Indication of full or partial submittal.o. Submittal and transmittal distribution record.p. Other necessary identification.q. Remarks.

F. Options: Identify options requiring selection by Architect.

G. Deviations and Additional Information: On an attached separate sheet, prepared on Contractor's letterhead, record relevant information, requests for data, revisions other than those requested by Architect on previous submittals, and deviations from requirements in the Contract Documents, including minor variations and limitations. Include same identification information as related submittal.

H. Resubmittals: Make resubmittals in same form and number of copies as initial submittal.

1. Note date and content of previous submittal.2. Note date and content of revision in label or title block and clearly indicate extent of

revision.3. Resubmit submittals until they are marked with approval notation from Architect's action

stamp.

I. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms.

J. Use for Construction: Retain complete copies of submittals on Project site. Use only final action submittals that are marked with approval notation from Architect's action stamp.

PART 2 - PRODUCTS

2.1 SUBMITTAL PROCEDURES

A. General Submittal Procedure Requirements: Prepare and submit submittals required by individual Specification Sections. Types of submittals are indicated in individual Specification Sections.

1. Post electronic submittals as PDF electronic files directly to Architect's FTP site specifically established for Project.

a. Architect will return annotated file. Annotate and retain one copy of file as an electronic Project record document file.

...or...2. Submit electronic submittals via email as PDF electronic files.

a. Architect will return annotated file. Annotate and retain one copy of file as an electronic Project record document file.



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3. Certificates and Certifications Submittals: Provide a statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity.

a. Provide a digital signature with digital certificate on electronically submitted certificates and certifications where indicated.

b. Provide a notarized statement on original paper copy certificates and certifications where indicated.

B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

1. If information must be specially prepared for submittal because standard published data are not suitable for use, submit as Shop Drawings, not as Product Data.

2. Mark each copy of each submittal to show which products and options are applicable.3. Include the following information, as applicable:

a. Manufacturer's catalog cuts.b. Manufacturer's product specifications.c. Standard color charts.d. Statement of compliance with specified referenced standards.e. Testing by recognized testing agency.f. Application of testing agency labels and seals.g. Notation of coordination requirements.h. Availability and delivery time information.

4. For equipment, include the following in addition to the above, as applicable:

a. Wiring diagrams showing factory-installed wiring.b. Printed performance curves.c. Operational range diagrams.d. Clearances required to other construction, if not indicated on accompanying Shop

Drawings.

5. Submit Product Data before or concurrent with Samples.6. Submit Product Data in the following format:

a. PDF electronic file.b. Three paper copies of Product Data unless otherwise indicated. Architect will

return two copies.

C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data, unless submittal based on Architect's digital data drawing files is otherwise permitted.

1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable:



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a. Identification of products.b. Schedules.c. Compliance with specified standards.d. Notation of coordination requirements.e. Notation of dimensions established by field measurement.f. Relationship and attachment to adjoining construction clearly indicated.

2. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches, but no larger than 30 by 42 inches.

3. Submit Shop Drawings in the following format:

a. PDF electronic file.b. Three opaque copies of each submittal. Architect will retain two copies;

remainder will be returned.

D. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics with other elements and for a comparison of these characteristics between submittal and actual component as delivered and installed.

1. Transmit Samples that contain multiple, related components such as accessories together in one submittal package.

2. Identification: Attach label on unexposed side of Samples that includes the following:

a. Generic description of Sample.b. Product name and name of manufacturer.c. Sample source.d. Number and title of applicable Specification Section.e. Specification paragraph number and generic name of each item.

3. For projects where electronic submittals are required, provide corresponding electronic submittal of Sample transmittal, digital image file illustrating Sample characteristics, and identification information for record.

4. Disposition: Maintain sets of approved Samples at Project site, available for quality-control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set.

a. Samples that may be incorporated into the Work are indicated in individual Specification Sections. Such Samples must be in an undamaged condition at time of use.

b. Samples not incorporated into the Work, or otherwise designated as Owner's property, are the property of Contractor.

5. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available.

a. Number of Samples: Submit one full set(s) of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line. Architect will return submittal with options selected.



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6. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from same material to be used for the Work, cured and finished in manner specified, and physically identical with material or product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or fabricated components; small cuts or containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection.

a. Number of Samples: Submit three sets of Samples. Architect will retain two Sample sets; remainder will be returned.

1) Submit a single Sample where assembly details, workmanship, fabrication techniques, connections, operation, and other similar characteristics are to be demonstrated.

2) If variation in color, pattern, texture, or other characteristic is inherent in material or product represented by a Sample, submit at least three sets of paired units that show approximate limits of variations.

E. Product Schedule: As required in individual Specification Sections, prepare a written summary indicating types of products required for the Work and their intended location. Include the following information in tabular form:

1. Submit product schedule in the following format:

a. PDF electronic file.b. Three paper copies of product schedule or list unless otherwise indicated.

Architect will return two copies.

F. Contractor's Construction Schedule: Comply with requirements specified in Section 013200 "Construction Progress Documentation."

G. Application for Payment and Schedule of Values: Comply with requirements specified in Section 012900 "Payment Procedures."

H. Closeout Submittals and Maintenance Material Submittals: Comply with requirements specified in Section 017700 "Closeout Procedures."

I. Maintenance Data: Comply with requirements specified in Section 017823 "Operation and Maintenance Data."



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PART 3 - EXECUTION

3.1 CONTRACTOR'S REVIEW

A. Action and Informational Submittals: Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Architect.

B. Project Closeout and Maintenance Material Submittals: See requirements in Section 017700 "Closeout Procedures."

C. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.

3.2 ARCHITECT'S ACTION

A. Partial submittals prepared for a portion of the Work will be reviewed when use of partial submittals has received prior approval from Architect.

B. Incomplete submittals are unacceptable, will be considered nonresponsive, and will be returned for resubmittal without review.

C. Submittals not required by the Contract Documents may be returned by the Architect without action.




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SECTION 014000 - QUALITY REQUIREMENTS

PART 1 - GENERAL



1.2 SUMMARY

A. Section includes administrative and procedural requirements for quality assurance and quality control.

B. Testing and inspection services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements.

1. Specific quality-assurance and quality-control requirements for individual work results are specified in their respective Specification Sections. Requirements in individual Sections may also cover production of standard products.

2. Specific test and inspection requirements are not specified in this Section.

1.3 DEFINITIONS

A. Experienced: When used with an entity or individual, "experienced" unless otherwise further described means having successfully completed a minimum of five previous projects similar in nature, size, and extent to this Project; being familiar with special requirements indicated; and having complied with requirements of authorities having jurisdiction.

B. Field Quality-Control Tests: Tests and inspections that are performed on-site for installation of the Work and for completed Work.

C. Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as an employee, Subcontractor, or Sub-subcontractor, to perform a particular construction operation, including installation, erection, application, assembly, and similar operations.

1. Use of trade-specific terminology in referring to a trade or entity does not require that certain construction activities be performed by accredited or unionized individuals, or that requirements specified apply exclusively to specific trade(s).

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D. Mockups: Full-size physical assemblies that are constructed on-site either as freestanding temporary built elements or as part of permanent construction. Mockups are constructed to verify selections made under Sample submittals; to demonstrate aesthetic effects and qualities of materials and execution; to review coordination, testing, or operation; to show interface between dissimilar materials; and to demonstrate compliance with specified installation tolerances. Mockups are not Samples. Unless otherwise indicated, approved mockups establish the standard by which the Work will be judged.

E. Preconstruction Testing: Tests and inspections performed specifically for Project before products and materials are incorporated into the Work, to verify performance or compliance with specified criteria.

F. Product Tests: Tests and inspections that are performed by a nationally recognized testing laboratory (NRTL) according to 29 CFR 1910.7, by a testing agency accredited according to NIST's National Voluntary Laboratory Accreditation Program (NVLAP), or by a testing agency qualified to conduct product testing and acceptable to authorities having jurisdiction, to establish product performance and compliance with specified requirements.

G. Source Quality-Control Tests: Tests and inspections that are performed at the source; for example, plant, mill, factory, or shop.

H. Testing Agency: An entity engaged to perform specific tests, inspections, or both. Testing laboratory shall mean the same as testing agency.

I. Quality-Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and substantiate that proposed construction will comply with requirements.

J. Quality-Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that actual products incorporated into the Work and completed construction comply with requirements. Contractor's quality-control services do not include contract administration activities performed by Architect.

1.4 DELEGATED-DESIGN SERVICES

A. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated.

1. If criteria indicated are not sufficient to perform services or certification required, submit a written request for additional information to Architect.



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1.5 CONFLICTING REQUIREMENTS

A. Conflicting Standards and Other Requirements: If compliance with two or more standards or requirements are specified and the standards or requirements establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer conflicting requirements that are different, but apparently equal, to Architect for direction before proceeding.

B. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. Refer uncertainties to Architect for a decision before proceeding.


A. Shop Drawings: For mockups.

1. Include plans, sections, and elevations, indicating materials and size of mockup construction.

2. Indicate manufacturer and model number of individual components.3. Provide axonometric drawings for conditions difficult to illustrate in two dimensions.

B. Delegated-Design Services Submittal: In addition to Shop Drawings, Product Data, and other required submittals, submit a statement signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional, indicating that the products and systems are in compliance with performance and design criteria indicated. Include list of codes, loads, and other factors used in performing these services.


A. Contractor's Quality-Control Plan: For quality-assurance and quality-control activities and responsibilities.

B. Qualification Data: For Contractor's quality-control personnel.

C. Contractor's Statement of Responsibility: When required by authorities having jurisdiction, submit copy of written statement of responsibility submitted to authorities having jurisdiction before starting work on the following systems:

1. Seismic-force-resisting system, designated seismic system, or component listed in the Statement of Special Inspections.

2. Main wind-force-resisting system or a wind-resisting component listed in the Statement of Special Inspections.



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D. Testing Agency Qualifications: For testing agencies specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include proof of qualifications in the form of a recent report on the inspection of the testing agency by a recognized authority.

E. Schedule of Tests and Inspections: Prepare in tabular form and include the following:

1. Specification Section number and title.2. Entity responsible for performing tests and inspections.3. Description of test and inspection.4. Identification of applicable standards.5. Identification of test and inspection methods.6. Number of tests and inspections required.7. Time schedule or time span for tests and inspections.8. Requirements for obtaining samples.9. Unique characteristics of each quality-control service.

F. Reports: Prepare and submit certified written reports and documents as specified.

G. Permits, Licenses, and Certificates: For Owner's record, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents established for compliance with standards and regulations bearing on performance of the Work.

1.8 REPORTS AND DOCUMENTS

A. Test and Inspection Reports: Prepare and submit certified written reports specified in other Sections. Include the following:

1. Date of issue.2. Project title and number.3. Name, address, telephone number, and email address of testing agency.4. Dates and locations of samples and tests or inspections.5. Names of individuals making tests and inspections.6. Description of the Work and test and inspection method.7. Identification of product and Specification Section.8. Complete test or inspection data.9. Test and inspection results and an interpretation of test results.10. Record of temperature and weather conditions at time of sample taking and testing and

inspection.11. Comments or professional opinion on whether tested or inspected Work complies with

the Contract Document requirements.12. Name and signature of laboratory inspector.13. Recommendations on retesting and reinspecting.

B. Manufacturer's Technical Representative's Field Reports: Prepare written information documenting manufacturer's technical representative's tests and inspections specified in other Sections. Include the following:



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1. Name, address, telephone number, and email address of technical representative making report.

2. Statement on condition of substrates and their acceptability for installation of product.3. Statement that products at Project site comply with requirements.4. Summary of installation procedures being followed, whether they comply with

requirements and, if not, what corrective action was taken.5. Results of operational and other tests and a statement of whether observed performance

complies with requirements.6. Statement whether conditions, products, and installation will affect warranty.7. Other required items indicated in individual Specification Sections.

C. Factory-Authorized Service Representative's Reports: Prepare written information documenting manufacturer's factory-authorized service representative's tests and inspections specified in other Sections. Include the following:

1. Name, address, telephone number, and email address of factory-authorized service representative making report.

2. Statement that equipment complies with requirements.3. Results of operational and other tests and a statement of whether observed performance

complies with requirements.4. Statement whether conditions, products, and installation will affect warranty.5. Other required items indicated in individual Specification Sections.


A. General: Qualifications paragraphs in this article establish the minimum qualification levels required; individual Specification Sections specify additional requirements.

B. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units. As applicable, procure products from manufacturers able to meet qualification requirements, warranty requirements, and technical or factory-authorized service representative requirements.

C. Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units.

D. Installer Qualifications: A firm or individual experienced in installing, erecting, applying, or assembling work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance.

E. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of the kind indicated. Engineering services are defined as those performed for installations of the system, assembly, or product that are similar in material, design, and extent to those indicated for this Project.



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F. Specialists: Certain Specification Sections require that specific construction activities shall be performed by entities who are recognized experts in those operations. Specialists shall satisfy qualification requirements indicated and shall be engaged for the activities indicated.

1. Requirements of authorities having jurisdiction shall supersede requirements for specialists.

G. Testing Agency Qualifications: An NRTL, an NVLAP, or an independent agency with the experience and capability to conduct testing and inspection indicated, as documented according to ASTM E 329; and with additional qualifications specified in individual Sections; and, where required by authorities having jurisdiction, that is acceptable to authorities.

H. Manufacturer's Technical Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to observe and inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project.

I. Factory-Authorized Service Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project.

J. Preconstruction Testing: Where testing agency is indicated to perform preconstruction testing for compliance with specified requirements for performance and test methods, comply with the following:

1. Contractor responsibilities include the following:

a. Provide test specimens representative of proposed products and construction.b. Submit specimens in a timely manner with sufficient time for testing and analyzing

results to prevent delaying the Work.c. Provide sizes and configurations of test assemblies, mockups, and laboratory

mockups to adequately demonstrate capability of products to comply with performance requirements.

d. Build site-assembled test assemblies and mockups using installers who will perform same tasks for Project.

e. When testing is complete, remove test specimens and test assemblies, and mockups; do not reuse products on Project.

2. Testing Agency Responsibilities: Submit a certified written report of each test, inspection, and similar quality-assurance service to Architect, with copy to Contractor. Interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from the Contract Documents.

1.10 QUALITY CONTROL

A. Owner Responsibilities: Where quality-control services are indicated as Owner's responsibility, Owner will engage a qualified testing agency to perform these services.



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1. Owner will furnish Contractor with names, addresses, and telephone numbers of testing agencies engaged and a description of types of testing and inspection they are engaged to perform.

2. Payment for these services will be made from testing and inspection allowances, as authorized by Change Orders.

3. Costs for retesting and reinspecting construction that replaces or is necessitated by work that failed to comply with the Contract Documents will be charged to Contractor, and the Contract Sum will be adjusted by Change Order.

B. Contractor Responsibilities: Tests and inspections not explicitly assigned to Owner are Contractor's responsibility. Perform additional quality-control activities, whether specified or not, to verify and document that the Work complies with requirements.

1. Unless otherwise indicated, provide quality-control services specified and those required by authorities having jurisdiction. Perform quality-control services required of Contractor by authorities having jurisdiction, whether specified or not.

2. Engage a qualified testing agency to perform quality-control services.

a. Contractor shall not employ same entity engaged by Owner, unless agreed to in writing by Owner.

3. Notify testing agencies at least 24 hours in advance of time when Work that requires testing or inspection will be performed.

4. Where quality-control services are indicated as Contractor's responsibility, submit a certified written report, in duplicate, of each quality-control service.

5. Testing and inspection requested by Contractor and not required by the Contract Documents are Contractor's responsibility.

6. Submit additional copies of each written report directly to authorities having jurisdiction, when they so direct.

C. Retesting/Reinspecting: Regardless of whether original tests or inspections were Contractor's responsibility, provide quality-control services, including retesting and reinspecting, for construction that replaced Work that failed to comply with the Contract Documents.

D. Testing Agency Responsibilities: Cooperate with Architect and Contractor in performance of duties. Provide qualified personnel to perform required tests and inspections.

1. Notify Architect and Contractor promptly of irregularities or deficiencies observed in the Work during performance of its services.

2. Determine the locations from which test samples will be taken and in which in-situ tests are conducted.

3. Conduct and interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from requirements.

4. Submit a certified written report, in duplicate, of each test, inspection, and similar quality-control service through Contractor.

5. Do not release, revoke, alter, or increase the Contract Document requirements or approve or accept any portion of the Work.

6. Do not perform duties of Contractor.



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E. Manufacturer's Field Services: Where indicated, engage a factory-authorized service representative to inspect field-assembled components and equipment installation, including service connections. Report results in writing as specified in Section 013300 "Submittal Procedures."

F. Manufacturer's Technical Services: Where indicated, engage a manufacturer's technical representative to observe and inspect the Work. Manufacturer's technical representative's services include participation in preinstallation conferences, examination of substrates and conditions, verification of materials, observation of Installer activities, inspection of completed portions of the Work, and submittal of written reports.

G. Associated Contractor Services: Cooperate with agencies and representatives performing required tests, inspections, and similar quality-control services, and provide reasonable auxiliary services as requested. Notify agency sufficiently in advance of operations to permit assignment of personnel. Provide the following:

1. Access to the Work.2. Incidental labor and facilities necessary to facilitate tests and inspections.3. Adequate quantities of representative samples of materials that require testing and

inspection. Assist agency in obtaining samples.4. Facilities for storage and field curing of test samples.5. Delivery of samples to testing agencies.6. Preliminary design mix proposed for use for material mixes that require control by testing

agency.7. Security and protection for samples and for testing and inspection equipment at Project

site.

H. Coordination: Coordinate sequence of activities to accommodate required quality-assurance and quality-control services with a minimum of delay and to avoid necessity of removing and replacing construction to accommodate testing and inspection.

1. Schedule times for tests, inspections, obtaining samples, and similar activities.

I. Schedule of Tests and Inspections: Prepare a schedule of tests, inspections, and similar quality-control services required by the Contract Documents. Coordinate and submit concurrently with Contractor's Construction Schedule. Update as the Work progresses.

1. Distribution: Distribute schedule to Owner, Architect, testing agencies, and each party involved in performance of portions of the Work where tests and inspections are required.



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PART 3 - EXECUTION

3.1 TEST AND INSPECTION LOG

A. Test and Inspection Log: Prepare a record of tests and inspections. Include the following:

1. Date test or inspection was conducted.2. Description of the Work tested or inspected.3. Date test or inspection results were transmitted to Architect.4. Identification of testing agency or special inspector conducting test or inspection.

B. Maintain log at Project site. Post changes and revisions as they occur. Provide access to test and inspection log for Architect's reference during normal working hours.

1. Submit log at Project closeout as part of Project Record Documents.

3.2 REPAIR AND PROTECTION

A. General: On completion of testing, inspection, sample taking, and similar services, repair damaged construction and restore substrates and finishes.

1. Provide materials and comply with installation requirements specified in other Specification Sections or matching existing substrates and finishes. Restore patched areas and extend restoration into adjoining areas with durable seams that are as invisible as possible. Comply with the Contract Document requirements for cutting and patching in Section 017300 "Execution."

B. Protect construction exposed by or for quality-control service activities.

C. Repair and protection are Contractor's responsibility, regardless of the assignment of responsibility for quality-control services.




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SECTION 014200 - REFERENCES

PART 1 - GENERAL



1.2 DEFINITIONS

A. General: Basic Contract definitions are included in the Conditions of the Contract.

B. "Approved": When used to convey Architect's action on Contractor's submittals, applications, and requests, "approved" is limited to Architect's duties and responsibilities as stated in the Conditions of the Contract.

C. "Directed": A command or instruction by Architect. Other terms including "requested," "authorized," "selected," "required," and "permitted" have the same meaning as "directed."

D. "Indicated": Requirements expressed by graphic representations or in written form on Drawings, in Specifications, and in other Contract Documents. Other terms including "shown," "noted," "scheduled," and "specified" have the same meaning as "indicated."

E. "Regulations": Laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, and rules, conventions, and agreements within the construction industry that control performance of the Work.

F. "Furnish": Supply and deliver to Project site, ready for unloading, unpacking, assembly, installation, and similar operations.

G. "Install": Unload, temporarily store, unpack, assemble, erect, place, anchor, apply, work to dimension, finish, cure, protect, clean, and similar operations at Project site.

H. "Provide": Furnish and install, complete and ready for the intended use.

I. "Project Site": Space available for performing construction activities. The extent of Project site is shown on Drawings and may or may not be identical with the description of the land on which Project is to be built.

1.3 INDUSTRY STANDARDS

A. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference.

REFERENCES 014200 - 1


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B. Publication Dates: Comply with standards in effect as of date of the Contract Documents unless otherwise indicated.

C. Copies of Standards: Each entity engaged in construction on Project should be familiar with industry standards applicable to its construction activity. Copies of applicable standards are not bound with the Contract Documents.

1. Where copies of standards are needed to perform a required construction activity, obtain copies directly from publication source.

1.4 ABBREVIATIONS AND ACRONYMS

A. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities indicated in Gale's "Encyclopedia of Associations: National Organizations of the U.S." or in Columbia Books' "National Trade & Professional Associations of the United States."

B. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. This information is subject to change and is believed to be accurate as of the date of the Contract Documents.

1. AABC - Associated Air Balance Council; www.aabc.com.2. AAMA - American Architectural Manufacturers Association; www.aamanet.org.3. AAPFCO - Association of American Plant Food Control Officials; www.aapfco.org.4. AASHTO - American Association of State Highway and Transportation Officials;

www.transportation.org.5. AATCC - American Association of Textile Chemists and Colorists; www.aatcc.org.6. ABMA - American Bearing Manufacturers Association; www.americanbearings.org.7. ABMA - American Boiler Manufacturers Association; www.abma.com.8. ACI - American Concrete Institute; (Formerly: ACI International); www.concrete.org9. ACPA - American Concrete Pipe Association; www.concrete-pipe.org.10. AEIC - Association of Edison Illuminating Companies, Inc. (The); www.aeic.org.11. AF&PA - American Forest & Paper Association; www.afandpa.org.12. AGA - American Gas Association; www.aga.org.13. AHAM - Association of Home Appliance Manufacturers; www.aham.org.14. AHRI - Air-Conditioning, Heating, and Refrigeration Institute (The); www.ahrinet.org.15. AI - Asphalt Institute; www.asphaltinstitute.org.16. AIA - American Institute of Architects (The); www.aia.org.17. AISC - American Institute of Steel Construction; www.aisc.org.18. AISI - American Iron and Steel Institute; www.steel.org.19. AITC - American Institute of Timber Construction; www.aitc-glulam.org.20. AMCA - Air Movement and Control Association International, Inc.; www.amca.org.21. ANSI - American National Standards Institute; www.ansi.org.22. AOSA - Association of Official Seed Analysts, Inc.; www.aosaseed.com.23. APA - APA - The Engineered Wood Association; www.apawood.org.24. APA - Architectural Precast Association; www.archprecast.org.25. API - American Petroleum Institute; www.api.org.26. ARI - Air-Conditioning & Refrigeration Institute; (See AHRI).


http://www.aabc.com

http://www.aamanet.org

http://www.aapfco.org

http://www.transportation.org

http://www.aatcc.org

http://www.americanbearings.org

http://www.abma.com

http://www.concrete.org

http://www.concrete-pipe.org

http://www.aeic.org

http://www.afandpa.org

http://www.aga.org

http://www.aham.org

http://www.ahrinet.org

http://www.asphaltinstitute.org

http://www.aia.org

http://www.aisc.org

http://www.steel.org

http://www.aitc-glulam.org

http://www.amca.org

http://www.ansi.org

http://www.aosaseed.com

http://www.apawood.org

http://www.archprecast.org

http://www.api.org


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27. ARI - American Refrigeration Institute; (See AHRI).28. ARMA - Asphalt Roofing Manufacturers Association; www.asphaltroofing.org.29. ASCE - American Society of Civil Engineers; www.asce.org.30. ASCE/SEI - American Society of Civil Engineers/Structural Engineering Institute; (See

ASCE).31. ASHRAE - American Society of Heating, Refrigerating and Air-Conditioning Engineers;

www.ashrae.org.32. ASME - ASME International; (American Society of Mechanical Engineers);

www.asme.org.33. ASSE - American Society of Safety Engineers (The); www.asse.org.34. ASSE - American Society of Sanitary Engineering; www.asse-plumbing.org.35. ASTM - ASTM International; www.astm.org.36. ATIS - Alliance for Telecommunications Industry Solutions; www.atis.org.37. AWEA - American Wind Energy Association; www.awea.org.38. AWI - Architectural Woodwork Institute; www.awinet.org.39. AWMAC - Architectural Woodwork Manufacturers Association of Canada;

www.awmac.com.40. AWPA - American Wood Protection Association; www.awpa.com.41. AWS - American Welding Society; www.aws.org.42. AWWA - American Water Works Association; www.awwa.org.43. BHMA - Builders Hardware Manufacturers Association; www.buildershardware.com.44. BIA - Brick Industry Association (The); www.gobrick.com.45. BICSI - BICSI, Inc.; www.bicsi.org.46. BIFMA - BIFMA International; (Business and Institutional Furniture Manufacturer's

Association); www.bifma.org.47. BISSC - Baking Industry Sanitation Standards Committee; www.bissc.org.48. BWF - Badminton World Federation; (Formerly: International Badminton Federation);

www.bissc.org.49. CDA - Copper Development Association; www.copper.org.50. CE - Conformite Europeenne; http://ec.europa.eu/growth/single-market/ce-marking/51. CEA - Canadian Electricity Association; www.electricity.ca.52. CEA - Consumer Electronics Association; www.ce.org.53. CFFA - Chemical Fabrics and Film Association, Inc.; www.chemicalfabricsandfilm.com.54. CFSEI - Cold-Formed Steel Engineers Institute; www.cfsei.org.55. CGA - Compressed Gas Association; www.cganet.com.56. CIMA - Cellulose Insulation Manufacturers Association; www.cellulose.org.57. CISCA - Ceilings & Interior Systems Construction Association; www.cisca.org.58. CISPI - Cast Iron Soil Pipe Institute; www.cispi.org.59. CLFMI - Chain Link Fence Manufacturers Institute; www.chainlinkinfo.org.60. CPA - Composite Panel Association; www.pbmdf.com.61. CRI - Carpet and Rug Institute (The); www.carpet-rug.org.62. CRRC - Cool Roof Rating Council; www.coolroofs.org.63. CRSI - Concrete Reinforcing Steel Institute; www.crsi.org.64. CSA - Canadian Standards Association; www.csa.ca.65. CSA - CSA International; (Formerly: IAS - International Approval Services);

www.csa-international.org.66. CSI - Construction Specifications Institute (The); www.csinet.org.67. CSSB - Cedar Shake & Shingle Bureau; www.cedarbureau.org.68. CTI - Cooling Technology Institute; (Formerly: Cooling Tower Institute); www.cti.org.69. CWC - Composite Wood Council; (See CPA).


http://www.asphaltroofing.org

http://www.asce.org

http://www.ashrae.org

http://www.asme.org

http://www.asse.org

http://www.asse-plumbing.org

http://www.astm.org

http://www.atis.org

http://www.awea.org

http://www.awinet.org

http://www.awmac.com

http://www.awpa.com

http://www.aws.org

http://www.awwa.org

http://www.buildershardware.com

http://www.gobrick.com

http://www.bicsi.org

http://www.bifma.org

http://www.bissc.org

http://www.bissc.org

http://www.copper.org

http://ec.europa.eu/growth/single-market/ce-marking/

http://www.electricity.ca

http://www.ce.org

http://www.chemicalfabricsandfilm.com

http://www.cfsei.org

http://www.cganet.com

http://www.cellulose.org

http://www.cisca.org

http://www.cispi.org

http://www.chainlinkinfo.org

http://www.pbmdf.com

http://www.carpet-rug.org

http://www.coolroofs.org

http://www.crsi.org

http://www.csa.ca

http://www.csa-international.org

http://www.csinet.org

http://www.cedarbureau.org

http://www.cti.org


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70. DASMA - Door and Access Systems Manufacturers Association; www.dasma.com.71. DHI - Door and Hardware Institute; www.dhi.org.72. ECA - Electronic Components Association; (See ECIA).73. ECAMA - Electronic Components Assemblies & Materials Association; (See ECIA).74. ECIA - Electronic Components Industry Association; www.eciaonline.org.75. EIA - Electronic Industries Alliance; (See TIA).76. EIMA - EIFS Industry Members Association; www.eima.com.77. EJMA - Expansion Joint Manufacturers Association, Inc.; www.ejma.org.78. ESD - ESD Association; (Electrostatic Discharge Association); www.esda.org .79. ESTA - Entertainment Services and Technology Association; (See PLASA).80. ETL - Intertek (See Intertek); www.intertek.com.81. EVO - Efficiency Valuation Organization; www.evo-world.org.82. FCI - Fluid Controls Institute; www.fluidcontrolsinstitute.org.83. FIBA - Federation Internationale de Basketball; (The International Basketball

Federation); www.fiba.com.84. FIVB - Federation Internationale de Volleyball; (The International Volleyball

Federation); www.fivb.org.85. FM Approvals - FM Approvals LLC; www.fmglobal.com.86. FM Global - FM Global; (Formerly: FMG - FM Global); www.fmglobal.com.87. FRSA - Florida Roofing, Sheet Metal & Air Conditioning Contractors Association, Inc.;

www.floridaroof.com.88. FSA - Fluid Sealing Association; www.fluidsealing.com.89. FSC - Forest Stewardship Council U.S.; www.fscus.org.90. GA - Gypsum Association; www.gypsum.org.91. GANA - Glass Association of North America; www.glasswebsite.com.92. GS - Green Seal; www.greenseal.org.93. HI - Hydraulic Institute; www.pumps.org.94. HI/GAMA - Hydronics Institute/Gas Appliance Manufacturers Association; (See AHRI).95. HMMA - Hollow Metal Manufacturers Association; (See NAAMM).96. HPVA - Hardwood Plywood & Veneer Association; www.hpva.org.97. HPW - H. P. White Laboratory, Inc.; www.hpwhite.com.98. IAPSC - International Association of Professional Security Consultants; www.iapsc.org.99. IAS - International Accreditation Service; www.iasonline.org.100. IAS - International Approval Services; (See CSA).101. ICBO - International Conference of Building Officials; (See ICC).102. ICC - International Code Council; www.iccsafe.org.103. ICEA - Insulated Cable Engineers Association, Inc.; www.icea.net.104. ICPA - International Cast Polymer Alliance; www.icpa-hq.org.105. ICRI - International Concrete Repair Institute, Inc.; www.icri.org.106. IEC - International Electrotechnical Commission; www.iec.ch.107. IEEE - Institute of Electrical and Electronics Engineers, Inc. (The); www.ieee.org.108. IES - Illuminating Engineering Society; (Formerly: Illuminating Engineering Society of

North America); www.ies.org.109. IESNA - Illuminating Engineering Society of North America; (See IES).110. IEST - Institute of Environmental Sciences and Technology; www.iest.org.111. IGMA - Insulating Glass Manufacturers Alliance; www.igmaonline.org.112. IGSHPA - International Ground Source Heat Pump Association;

www.igshpa.okstate.edu.113. ILI - Indiana Limestone Institute of America, Inc.; www.iliai.com.


http://www.dasma.com

http://www.dhi.org

http://www.eciaonline.org

http://www.eima.com

http://www.ejma.org

http://www.esda.org

http://www.intertek.com

http://www.evo-world.org

http://www.fluidcontrolsinstitute.org

http://www.fiba.com

http://www.fivb.org

http://www.fmglobal.com

http://www.fmglobal.com

http://www.floridaroof.com

http://www.fluidsealing.com

http://www.fscus.org

http://www.gypsum.org

http://www.glasswebsite.com

http://www.greenseal.org

http://www.pumps.org

http://www.hpva.org

http://www.hpwhite.com

http://www.iapsc.org

http://www.iasonline.org

http://www.iccsafe.org

http://www.icea.net

http://www.icpa-hq.org

http://www.icri.org

http://www.iec.ch

http://www.ieee.org

http://www.ies.org

http://www.iest.org

http://www.igmaonline.org

http://www.igshpa.okstate.edu

http://www.iliai.com


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114. Intertek - Intertek Group; (Formerly: ETL SEMCO; Intertek Testing Service NA); www.intertek.com.

115. ISA - International Society of Automation (The); (Formerly: Instrumentation, Systems, and Automation Society); www.isa.org.

116. ISAS - Instrumentation, Systems, and Automation Society (The); (See ISA).117. ISFA - International Surface Fabricators Association; (Formerly: International Solid

Surface Fabricators Association); www.isfanow.org.118. ISO - International Organization for Standardization; www.iso.org.119. ISSFA - International Solid Surface Fabricators Association; (See ISFA).120. ITU - International Telecommunication Union; www.itu.int/home.121. KCMA - Kitchen Cabinet Manufacturers Association; www.kcma.org.122. LMA - Laminating Materials Association; (See CPA).123. LPI - Lightning Protection Institute; www.lightning.org.124. MBMA - Metal Building Manufacturers Association; www.mbma.com.125. MCA - Metal Construction Association; www.metalconstruction.org.126. MFMA - Maple Flooring Manufacturers Association, Inc.; www.maplefloor.org.127. MFMA - Metal Framing Manufacturers Association, Inc.; www.metalframingmfg.org.128. MHIA - Material Handling Industry of America; www.mhia.org.129. MIA - Marble Institute of America; www.marble-institute.com.130. MMPA - Moulding & Millwork Producers Association; www.wmmpa.com.131. MPI - Master Painters Institute; www.paintinfo.com.132. MSS - Manufacturers Standardization Society of The Valve and Fittings Industry Inc.;

www.mss-hq.org.133. NAAMM - National Association of Architectural Metal Manufacturers;

www.naamm.org.134. NACE - NACE International; (National Association of Corrosion Engineers

International); www.nace.org.135. NADCA - National Air Duct Cleaners Association; www.nadca.com.136. NAIMA - North American Insulation Manufacturers Association; www.naima.org.137. NBGQA - National Building Granite Quarries Association, Inc.; www.nbgqa.com.138. NBI - New Buildings Institute; www.newbuildings.org.139. NCAA - National Collegiate Athletic Association (The); www.ncaa.org.140. NCMA - National Concrete Masonry Association; www.ncma.org.141. NEBB - National Environmental Balancing Bureau; www.nebb.org.142. NECA - National Electrical Contractors Association; www.necanet.org.143. NeLMA - Northeastern Lumber Manufacturers Association; www.nelma.org.144. NEMA - National Electrical Manufacturers Association; www.nema.org.145. NETA - InterNational Electrical Testing Association; www.netaworld.org.146. NFHS - National Federation of State High School Associations; www.nfhs.org.147. NFPA - National Fire Protection Association; www.nfpa.org.148. NFPA - NFPA International; (See NFPA).149. NFRC - National Fenestration Rating Council; www.nfrc.org.150. NHLA - National Hardwood Lumber Association; www.nhla.com.151. NLGA - National Lumber Grades Authority; www.nlga.org.152. NOFMA - National Oak Flooring Manufacturers Association; (See NWFA).153. NOMMA - National Ornamental & Miscellaneous Metals Association; www.nomma.org.154. NRCA - National Roofing Contractors Association; www.nrca.net.155. NRMCA - National Ready Mixed Concrete Association; www.nrmca.org.156. NSF - NSF International; www.nsf.org.157. NSPE - National Society of Professional Engineers; www.nspe.org.


http://www.intertek.com

http://www.isa.org

http://www.isfanow.org

http://www.iso.org

http://www.itu.int/home

http://www.kcma.org

http://www.lightning.org

http://www.mbma.com

http://www.metalconstruction.org.

http://www.maplefloor.org

http://www.metalframingmfg.org

http://www.mhia.org

http://www.marble-institute.com

http://www.wmmpa.com

http://www.paintinfo.com

http://www.mss-hq.org

http://www.naamm.org

http://www.nace.org

http://www.nadca.com

http://www.naima.org

http://www.nbgqa.com

http://www.newbuildings.org

http://www.ncaa.org

http://www.ncma.org

http://www.nebb.org

http://www.necanet.org

http://www.nelma.org

http://www.nema.org

http://www.netaworld.org

http://www.nfhs.org

http://www.nfpa.org

http://www.nfrc.org

http://www.nhla.com

http://www.nlga.org

http://www.nomma.org

http://www.nrca.net

http://www.nrmca.org

http://www.nsf.org

http://www.nspe.org/


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158. NSSGA - National Stone, Sand & Gravel Association; www.nssga.org.159. NTMA - National Terrazzo & Mosaic Association, Inc. (The); www.ntma.com.160. NWFA - National Wood Flooring Association; www.nwfa.org.161. PCI - Precast/Prestressed Concrete Institute; www.pci.org.162. PDI - Plumbing & Drainage Institute; www.pdionline.org.163. PLASA - PLASA; (Formerly: ESTA - Entertainment Services and Technology

Association); http://www.plasa.org.164. RCSC - Research Council on Structural Connections; www.boltcouncil.org.165. RFCI - Resilient Floor Covering Institute; www.rfci.com.166. RIS - Redwood Inspection Service; www.redwoodinspection.com.167. SAE - SAE International; www.sae.org.168. SCTE - Society of Cable Telecommunications Engineers; www.scte.org.169. SDI - Steel Deck Institute; www.sdi.org.170. SDI - Steel Door Institute; www.steeldoor.org.171. SEFA - Scientific Equipment and Furniture Association (The); www.sefalabs.com.172. SEI/ASCE - Structural Engineering Institute/American Society of Civil Engineers; (See

ASCE).173. SIA - Security Industry Association; www.siaonline.org.174. SJI - Steel Joist Institute; www.steeljoist.org.175. SMA - Screen Manufacturers Association; www.smainfo.org.176. SMACNA - Sheet Metal and Air Conditioning Contractors' National Association;

www.smacna.org.177. SMPTE - Society of Motion Picture and Television Engineers; www.smpte.org.178. SPFA - Spray Polyurethane Foam Alliance; www.sprayfoam.org.179. SPIB - Southern Pine Inspection Bureau; www.spib.org.180. SPRI - Single Ply Roofing Industry; www.spri.org.181. SRCC - Solar Rating & Certification Corporation; www.solar-rating.org.182. SSINA - Specialty Steel Industry of North America; www.ssina.com.183. SSPC - SSPC: The Society for Protective Coatings; www.sspc.org.184. STI - Steel Tank Institute; www.steeltank.com.185. SWI - Steel Window Institute; www.steelwindows.com.186. SWPA - Submersible Wastewater Pump Association; www.swpa.org.187. TCA - Tilt-Up Concrete Association; www.tilt-up.org.188. TCNA - Tile Council of North America, Inc.; www.tileusa.com.189. TEMA - Tubular Exchanger Manufacturers Association, Inc.; www.tema.org.190. TIA - Telecommunications Industry Association (The); (Formerly: TIA/EIA -

Telecommunications Industry Association/Electronic Industries Alliance); www.tiaonline.org.

191. TIA/EIA - Telecommunications Industry Association/Electronic Industries Alliance; (See TIA).

192. TMS - The Masonry Society; www.masonrysociety.org.193. TPI - Truss Plate Institute; www.tpinst.org.194. TPI - Turfgrass Producers International; www.turfgrasssod.org.195. TRI - Tile Roofing Institute; www.tileroofing.org.196. UL - Underwriters Laboratories Inc.; http://www.ul.com.197. UNI - Uni-Bell PVC Pipe Association; www.uni-bell.org.198. USAV - USA Volleyball; www.usavolleyball.org.199. USGBC - U.S. Green Building Council; www.usgbc.org.200. USITT - United States Institute for Theatre Technology, Inc.; www.usitt.org.201. WASTEC - Waste Equipment Technology Association; www.wastec.org.


http://www.nssga.org/

http://www.ntma.com

http://www.nwfa.org

http://www.pci.org

http://www.pdionline.org

http://www.plasa.org

http://www.boltcouncil.org

http://www.rfci.com

http://www.redwoodinspection.com

http://www.sae.org

http://www.scte.org

http://www.sdi.org

http://www.steeldoor.org

http://www.sefalabs.com

http://www.siaonline.org

http://www.steeljoist.org

http://www.smainfo.org

http://www.smacna.org

http://www.smpte.org

http://www.sprayfoam.org

http://www.spib.org

http://www.spri.org

http://www.solar-rating.org

http://www.ssina.com

http://www.sspc.org

http://www.steeltank.com

http://www.steelwindows.com

http://www.swpa.org

http://www.tilt-up.org

http://www.tileusa.com

http://www.tema.org

http://www.tiaonline.org

http://www.masonrysociety.org

http://www.tpinst.org

http://www.turfgrasssod.org

http://www.tileroofing.org

http://www.ul.com

http://www.uni-bell.org

http://www.usavolleyball.org

http://www.usgbc.org

http://www.usitt.org

http://www.wastec.org


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202. WCLIB - West Coast Lumber Inspection Bureau; www.wclib.org.203. WCMA - Window Covering Manufacturers Association; www.wcmanet.org.204. WDMA - Window & Door Manufacturers Association; www.wdma.com.205. WI - Woodwork Institute; www.wicnet.org.206. WSRCA - Western States Roofing Contractors Association; www.wsrca.com.207. WWPA - Western Wood Products Association; www.wwpa.org.

C. Code Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. This information is believed to be accurate as of the date of the Contract Documents.

1. DIN - Deutsches Institut fur Normung e.V.; www.din.de.2. IAPMO - International Association of Plumbing and Mechanical Officials;

www.iapmo.org.3. ICC - International Code Council; www.iccsafe.org.4. ICC-ES - ICC Evaluation Service, LLC; www.icc-es.org.

D. Federal Government Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Information is subject to change and is up to date as of the date of the Contract Documents.

1. COE - Army Corps of Engineers; www.usace.army.mil.2. CPSC - Consumer Product Safety Commission; www.cpsc.gov.3. DOC - Department of Commerce; National Institute of Standards and Technology;

www.nist.gov.4. DOD - Department of Defense; www.quicksearch.dla.mil.5. DOE - Department of Energy; www.energy.gov.6. EPA - Environmental Protection Agency; www.epa.gov.7. FAA - Federal Aviation Administration; www.faa.gov.8. FG - Federal Government Publications; www.gpo.gov/fdsys.9. GSA - General Services Administration; www.gsa.gov.10. HUD - Department of Housing and Urban Development; www.hud.gov.11. LBL - Lawrence Berkeley National Laboratory; Environmental Energy Technologies

Division; www.eetd.lbl.gov.12. OSHA - Occupational Safety & Health Administration; www.osha.gov.13. SD - Department of State; www.state.gov.14. TRB - Transportation Research Board; National Cooperative Highway Research

Program; The National Academies; www.trb.org.15. USDA - Department of Agriculture; Agriculture Research Service; U.S. Salinity

Laboratory; www.ars.usda.gov.16. USDA - Department of Agriculture; Rural Utilities Service; www.usda.gov.17. USDOJ - Department of Justice; Office of Justice Programs; National Institute of Justice;

www.ojp.usdoj.gov.18. USP - U.S. Pharmacopeial Convention; www.usp.org.19. USPS - United States Postal Service; www.usps.com.

E. Standards and Regulations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the standards and regulations in the following list. This information is subject to change and is believed to be accurate as of the date of the Contract Documents.


http://www.wclib.org

http://www.wcmanet.org

http://www.wdma.com

http://www.wicnet.org

http://www.wsrca.com

http://www.wwpa.org

http://www.din.de

http://www.iapmo.org

http://www.iccsafe.org

http://www.icc-es.org

http://www.usace.army.mil

http://www.cpsc.gov

http://www.nist.gov

http://www.quicksearch.dla.mil

http://www.energy.gov

http://www.epa.gov

http://www.faa.gov

http://www.gpo.gov/fdsys

http://www.gsa.gov

http://www.hud.gov

http://www.eetd.lbl.gov

http://www.osha.gov

http://www.state.gov

http://www.trb.org

http://www.ars.usda.gov

http://www.usda.gov

http://www.ojp.usdoj.gov

http://www.usp.org

http://www.usps.com


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1. CFR - Code of Federal Regulations; Available from Government Printing Office; www.gpo.gov/fdsys.

2. DOD - Department of Defense; Military Specifications and Standards; Available from DLA Document Services; www.quicksearch.dla.mil.

3. DSCC - Defense Supply Center Columbus; (See FS).4. FED-STD - Federal Standard; (See FS).5. FS - Federal Specification; Available from DLA Document Services;

www.quicksearch.dla.mil.

a. Available from Defense Standardization Program; www.dsp.dla.mil.b. Available from General Services Administration; www.gsa.gov.c. Available from National Institute of Building Sciences/Whole Building Design

Guide; www.wbdg.org/ccb.

6. MILSPEC - Military Specification and Standards; (See DOD).7. USAB - United States Access Board; www.access-board.gov.8. USATBCB - U.S. Architectural & Transportation Barriers Compliance Board; (See

USAB).

F. State Government Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. This information is subject to change and is believed to be accurate as of the date of the Contract Documents.

1. CBHF; State of California; Department of Consumer Affairs; Bureau of Electronic and Appliance Repair, Home Furnishings and Thermal Insulation; www.bearhfti.ca.gov.

2. CCR; California Code of Regulations; Office of Administrative Law; California Title 24 Energy Code; www.calregs.com.

3. CDHS; California Department of Health Services; (See CDPH).4. CDPH; California Department of Public Health; Indoor Air Quality Program;

www.cal-iaq.org.5. CPUC; California Public Utilities Commission; www.cpuc.ca.gov.6. SCAQMD; South Coast Air Quality Management District; www.aqmd.gov.7. TFS; Texas A&M Forest Service; Sustainable Forestry and Economic Development;

www.txforestservice.tamu.edu.8. NCBC; North Carolina Building Code.





http://www.gpo.gov/fdsys



http://www.dsp.dla.mil

http://www.gsa.gov

http://www.wbdg.org/ccb

http://www.access-board.gov

http://www.bearhfti.ca.gov

http://www.calregs.com

http://www.cal-iaq.org

http://www.cpuc.ca.gov

http://www.aqmd.gov

http://www.txforestservice.tamu.edu


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SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS

PART 1 - GENERAL



1.2 SUMMARY

A. Section includes requirements for temporary utilities, support facilities, and security and protection facilities.


1. Section 011000 "Summary" for work restrictions and limitations on utility interruptions.

1.3 USE CHARGES

A. General: Installation and removal of and use charges for temporary facilities shall be included in the Contract Sum unless otherwise indicated. Allow other entities engaged in the Project to use temporary services and facilities without cost, including, but not limited to, Owner's construction forces,Architect, occupants of Project, testing agencies, and authorities having jurisdiction.

B. Water and Sewer Service from Existing System: Water from Owner's existing water system is available for use without metering and without payment of use charges. Provide connections and extensions of services as required for construction operations.

C. Electric Power Service from Existing System: Electric power from Owner's existing system is available for use without metering and without payment of use charges. Provide connections and extensions of services as required for construction operations.


A. Site Utilization Plan: Show temporary facilities, temporary utility lines and connections, staging areas, construction site entrances, vehicle circulation, and parking areas for construction personnel.

B. Fire-Safety Program: Show compliance with requirements of NFPA 241 and authorities having jurisdiction. Indicate Contractor personnel responsible for management of fire-prevention program.

TEMPORARY FACILITIES AND CONTROLS 015000 - 1


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1.5 PROJECT CONDITIONS

A. Temporary Use of Permanent Facilities: Engage Installer of each permanent service to assume responsibility for operation, maintenance, and protection of each permanent service during its use as a construction facility before Owner's acceptance, regardless of previously assigned responsibilities.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Portable Chain-Link Fencing: Minimum 2-inch, 0.148-inch- thick, galvanized-steel, chain-link fabric fencing; minimum 6 feet high with galvanized-steel pipe posts; minimum 2-3/8-inch- OD line posts and 2-7/8-inch- OD corner and pull posts, with 1-5/8-inch- OD top and bottom rails. Provide galvanized-steel bases for supporting posts.

2.2 EQUIPMENT

A. Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by locations and classes of fire exposures.

PART 3 - EXECUTION

3.1 INSTALLATION, GENERAL

A. Locate facilities where they will serve Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required by progress of the Work.

1. Locate facilities to limit site disturbance as specified in Section 011000 "Summary."

B. Provide each facility ready for use when needed to avoid delay. Do not remove until facilities are no longer needed or are replaced by authorized use of completed permanent facilities.

3.2 TEMPORARY UTILITY INSTALLATION

A. General: Install temporary service or connect to existing service.

1. Arrange with utility company, Owner, and existing users for time when service can be interrupted, if necessary, to make connections for temporary services.



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B. Water Service: Connect to Owner's existing water service facilities. Clean and maintain water service facilities in a condition acceptable to Owner. At Substantial Completion, restore these facilities to condition existing before initial use.

C. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking water for use of construction personnel. Comply with requirements of authorities having jurisdiction for type, number, location, operation, and maintenance of fixtures and facilities.

D. Temporary Heating and Cooling: Provide temporary heating and cooling required by construction activities for curing or drying of completed installations or for protecting installed construction from adverse effects of low temperatures or high humidity. Select equipment that will not have a harmful effect on completed installations or elements being installed.

1. Provide temporary dehumidification systems when required to reduce ambient and substrate moisture levels to level required to allow installation or application of finishes and their proper curing or drying.

E. Isolation of Work Areas in Occupied Facilities: Prevent dust, fumes, and odors from entering occupied areas.

1. Prior to commencing work, isolate the HVAC system in area where work is to be performed.

F. Electric Power Service: Connect to Owner's existing electric power service. Maintain equipment in a condition acceptable to Owner.

G. Lighting: Provide temporary lighting with local switching that provides adequate illumination for construction operations, observations, inspections, and traffic conditions.

3.3 SUPPORT FACILITIES INSTALLATION

A. Traffic Controls: Comply with requirements of authorities having jurisdiction.

1. Protect existing site improvements to remain including curbs, pavement, and utilities.2. Maintain access for fire-fighting equipment and access to fire hydrants.

B. Parking: Use designated areas of Owner's existingparking areas for construction personnel.

C. Dewatering Facilities and Drains: Comply with requirements of authorities having jurisdiction. Maintain Project site, excavations, and construction free of water.

1. Dispose of rainwater in a lawful manner that will not result in flooding Project or adjoining properties or endanger permanent Work or temporary facilities.

2. Remove snow and ice as required to minimize accumulations.

D. Waste Disposal Facilities: Provide waste-collection containers in sizes adequate to handle waste from construction operations. Comply with requirements of authorities having jurisdiction. Comply with progress cleaning requirements in Section 017300 "Execution."



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E. Lifts and Hoists: Provide facilities necessary for hoisting materials and personnel.

1. Truck cranes and similar devices used for hoisting materials are considered "tools and equipment" and not temporary facilities.

3.4 SECURITY AND PROTECTION FACILITIES INSTALLATION

A. Protection of Existing Facilities: Protect existing vegetation, equipment, structures, utilities, and other improvements at Project site and on adjacent properties, except those indicated to be removed or altered. Repair damage to existing facilities.

1. Where access to adjacent properties is required in order to affect protection of existing facilities, obtain written permission from adjacent property owner to access property for that purpose.

B. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction as required to comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects.

1. Comply with work restrictions specified in Section 011000 "Summary."

C. Temporary Erosion and Sedimentation Control: Provide measures to prevent soil erosion and discharge of soil-bearing water runoff and airborne dust to undisturbed areas and to adjacent properties and walkways, according to requirements of EPA Construction General Permit or authorities having jurisdiction, whichever is more stringent.

1. Verify that flows of water redirected from construction areas or generated by construction activity do not enter or cross tree- or plant-protection zones.

2. Inspect, repair, and maintain erosion- and sedimentation-control measures during construction until permanent vegetation has been established.

3. Clean, repair, and restore adjoining properties and roads affected by erosion and sedimentation from Project site during the course of Project.

4. Remove erosion and sedimentation controls and restore and stabilize areas disturbed during removal.

D. Stormwater Control: Comply with requirements of authorities having jurisdiction. Provide barriers in and around excavations and subgrade construction to prevent flooding by runoff of stormwater from heavy rains.

E. Barricades, Warning Signs, and Lights: Comply with requirements of authorities having jurisdiction for erecting structurally adequate barricades, including warning signs and lighting.

F. Temporary Egress: Maintain temporary egress from existing occupied facilities as indicated and as required by authorities having jurisdiction.

G. Temporary Fire Protection: Install and maintain temporary fire-protection facilities of types needed to protect against reasonably predictable and controllable fire losses. Comply with NFPA 241; manage fire-prevention program.



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1. Prohibit smoking in construction areas. Comply with additional limits on smoking specified in other Sections.

2. Supervise welding operations, combustion-type temporary heating units, and similar sources of fire ignition according to requirements of authorities having jurisdiction.

3. Develop and supervise an overall fire-prevention and -protection program for personnel at Project site. Review needs with local fire department and establish procedures to be followed. Instruct personnel in methods and procedures. Post warnings and information.

3.5 MOISTURE AND MOLD CONTROL

A. Contractor's Moisture-Protection Plan: Describe delivery, handling, storage, installation, and protection provisions for materials subject to water absorption or water damage.

1. Indicate procedures for discarding water-damaged materials, protocols for mitigating water intrusion into completed Work, and replacing water-damaged Work.

2. Indicate sequencing of work that requires water, such as sprayed fire-resistive materials, plastering, and terrazzo grinding, and describe plans for dealing with water from these operations. Show procedures for verifying that wet construction has dried sufficiently to permit installation of finish materials.

3. Indicate methods to be used to avoid trapping water in finished work.

B. Controlled Construction Period: After completing and sealing of the building enclosure but prior to the full operation of permanent HVAC systems, maintain as follows:

1. Control moisture and humidity inside building by maintaining effective dry-in conditions.2. Use temporary or permanent HVAC system to control humidity within ranges specified

for installed and stored materials.3. Comply with manufacturer's written instructions for temperature, relative humidity, and

exposure to water limits.

a. Hygroscopic materials that may support mold growth, including wood and gypsum-based products, that become wet during the course of construction and remain wet for 48 hours are considered defective and require replacing.

b. Measure moisture content of materials that have been exposed to moisture during construction operations or after installation. Record readings beginning at time of exposure and continuing daily for 48 hours. Identify materials containing moisture levels higher than allowed. Report findings in writing to Architect.

c. Remove and replace materials that cannot be completely restored to their manufactured moisture level within 48 hours.

3.6 OPERATION, TERMINATION, AND REMOVAL

A. Supervision: Enforce strict discipline in use of temporary facilities. To minimize waste and abuse, limit availability of temporary facilities to essential and intended uses.

B. Maintenance: Maintain facilities in good operating condition until removal.



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1. Maintain operation of temporary enclosures, heating, cooling, humidity control, ventilation, and similar facilities on a 24-hour basis where required to achieve indicated results and to avoid possibility of damage.

C. Temporary Facility Changeover: Do not change over from using temporary security and protection facilities to permanent facilities until Substantial Completion.

D. Termination and Removal: Remove each temporary facility when need for its service has ended, when it has been replaced by authorized use of a permanent facility, or no later than Substantial Completion. Complete or, if necessary, restore permanent construction that may have been delayed because of interference with temporary facility. Repair damaged Work, clean exposed surfaces, and replace construction that cannot be satisfactorily repaired.

1. At Substantial Completion, repair, renovate, and clean permanent facilities used during construction period. Comply with final cleaning requirements specified in Section 017700 "Closeout Procedures."




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SECTION 016000 - PRODUCT REQUIREMENTS

PART 1 - GENERAL



1.2 SUMMARY

A. Section includes administrative and procedural requirements for selection of products for use in Project; product delivery, storage, and handling; manufacturers' standard warranties on products; special warranties; and comparable products.


1. Section 012300 "Alternates" for products selected under an alternate.2. Section 012500 "Substitution Procedures" for requests for substitutions.3. Section 014200 "References" for applicable industry standards for products specified.

1.3 DEFINITIONS

A. Products: Items obtained for incorporating into the Work, whether purchased for Project or taken from previously purchased stock. The term "product" includes the terms "material," "equipment," "system," and terms of similar intent.

1. Named Products: Items identified by manufacturer's product name, including make or model number or other designation shown or listed in manufacturer's published product literature that is current as of date of the Contract Documents.

2. New Products: Items that have not previously been incorporated into another project or facility. Products salvaged or recycled from other projects are not considered new products.

3. Comparable Product: Product that is demonstrated and approved by Architect through submittal process to have the indicated qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics that equal or exceed those of specified product.

B. Basis-of-Design Product Specification: A specification in which a single manufacturer's product is named and accompanied by the words "basis-of-design product," including make or model number or other designation. In addition to the basis-of-design product description, product attributes and characteristics may be listed to establish the significant qualities related to type, function, in-service performance and physical properties, weight, dimension, durability, visual characteristics, and other special features and requirements for purposes of evaluating comparable products of additional manufacturers named in the specification.

PRODUCT REQUIREMENTS 016000 - 1


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C. Subject to Compliance with Requirements: Where the phrase "Subject to compliance with requirements" introduces a product selection procedure in an individual Specification Section, provide products qualified under the specified product procedure. In the event that a named product or product by a named manufacturer does not meet the other requirements of the specifications, select another named product or product from another named manufacturer that does meet the requirements of the specifications. Submit a comparable product request, if applicable.


A. Comparable Product Request Submittal: Submit request for consideration of each comparable product. Identify basis-of-design product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles.

1. Include data to indicate compliance with the requirements specified in "Comparable Products" Article.

2. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within seven days of receipt of a comparable product request. Architect will notify Contractor of approval or rejection of proposed comparable product request within 15 days of receipt of request, or seven days of receipt of additional information or documentation, whichever is later.

a. Form of Architect's Approval of Submittal: As specified in Section 013300 "Submittal Procedures."

b. Use product specified if Architect does not issue a decision on use of a comparable product request within time allocated.

B. Basis-of-Design Product Specification Submittal: Comply with requirements in Section 013300 "Submittal Procedures." Show compliance with requirements.


A. Compatibility of Options: If Contractor is given option of selecting between two or more products for use on Project, select product compatible with products previously selected, even if previously selected products were also options.

B. Identification of Products: Except for required labels and operating data, do not attach or imprint manufacturer or product names or trademarks on exposed surfaces of products or equipment that will be exposed to view in occupied spaces or on the exterior.

1. Labels: Locate required product labels and stamps on a concealed surface, or, where required for observation following installation, on a visually accessible surface that is not conspicuous.

2. Equipment Nameplates: Provide a permanent nameplate on each item of service-connected or power-operated equipment. Locate on a visually accessible but inconspicuous surface. Include information essential for operation, including the following:



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a. Name of product and manufacturer.b. Model and serial number.c. Capacity.d. Speed.e. Ratings.

3. See individual identification sections in Divisions 21, 22, 23, and 26 for additional identification requirements.

1.6 PRODUCT DELIVERY, STORAGE, AND HANDLING

A. Deliver, store, and handle products using means and methods that will prevent damage, deterioration, and loss, including theft and vandalism. Comply with manufacturer's written instructions.

B. Delivery and Handling:

1. Schedule delivery to minimize long-term storage at Project site and to prevent overcrowding of construction spaces.

2. Coordinate delivery with installation time to ensure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses.

3. Deliver products to Project site in an undamaged condition in manufacturer's original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting, and installing.

4. Inspect products on delivery to determine compliance with the Contract Documents and to determine that products are undamaged and properly protected.

C. Storage:

1. Store products to allow for inspection and measurement of quantity or counting of units.2. Store materials in a manner that will not endanger Project structure.3. Store products that are subject to damage by the elements, under cover in a weathertight

enclosure above ground, with ventilation adequate to prevent condensation.4. Protect foam plastic from exposure to sunlight, except to extent necessary for period of

installation and concealment.5. Comply with product manufacturer's written instructions for temperature, humidity,

ventilation, and weather-protection requirements for storage.6. Protect stored products from damage and liquids from freezing.

1.7 PRODUCT WARRANTIES

A. Warranties specified in other Sections shall be in addition to, and run concurrent with, other warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on product warranties do not relieve Contractor of obligations under requirements of the Contract Documents.



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1. Manufacturer's Warranty: Written warranty furnished by individual manufacturer for a particular product and specifically endorsed by manufacturer to Owner.

2. Special Warranty: Written warranty required by the Contract Documents to provide specific rights for Owner.

B. Special Warranties: Prepare a written document that contains appropriate terms and identification, ready for execution.

1. Manufacturer's Standard Form: Modified to include Project-specific information and properly executed.

2. Specified Form: When specified forms are included with the Specifications, prepare a written document using indicated form properly executed.

3. See other Sections for specific content requirements and particular requirements for submitting special warranties.

C. Submittal Time: Comply with requirements in Section 017700 "Closeout Procedures."

PART 2 - PRODUCTS

2.1 PRODUCT SELECTION PROCEDURES

A. General Product Requirements: Provide products that comply with the Contract Documents, are undamaged and, unless otherwise indicated, are new at time of installation.

1. Provide products complete with accessories, trim, finish, fasteners, and other items needed for a complete installation and indicated use and effect.

2. Standard Products: If available, and unless custom products or nonstandard options are specified, provide standard products of types that have been produced and used successfully in similar situations on other projects.

3. Owner reserves the right to limit selection to products with warranties meeting requirements of the Contract Documents.

4. Where products are accompanied by the term "as selected," Architect will make selection.

5. Descriptive, performance, and reference standard requirements in the Specifications establish salient characteristics of products.

6. Or Equal: For products specified by name and accompanied by the term "or equal," or "or approved equal," or "or approved," comply with requirements in "Comparable Products" Article to obtain approval for use of an unnamed product.

a. Submit additional documentation required by Architect in order to establish equivalency of proposed products. Evaluation of "or equal" product status is by the Architect, whose determination is final.

B. Product Selection Procedures:



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1. Limited List of Products: Where Specifications include a list of names of both manufacturers and products, provide one of the products listed that complies with requirements. Comparable products or substitutions for Contractor's convenience will not be considered unless otherwise indicated.

a. Limited list of products may be indicated by the phrase: "Subject to compliance with requirements, provide one of the following: …"

2. Non-Limited List of Products: Where Specifications include a list of names of both available manufacturers and products, provide one of the products listed, or an unnamed product, which complies with requirements.

a. Non-limited list of products is indicated by the phrase: "Subject to compliance with requirements, available products that may be incorporated in the Work include, but are not limited to, the following: …¦"

3. Limited List of Manufacturers: Where Specifications include a list of manufacturers' names, provide a product by one of the manufacturers listed that complies with requirements. Comparable products or substitutions for Contractor's convenience will not be considered unless otherwise indicated.

a. Limited list of manufacturers is indicated by the phrase: "Subject to compliance with requirements, provide products by one of the following: …"

4. Non-Limited List of Manufacturers: Where Specifications include a list of available manufacturers, provide a product by one of the manufacturers listed, or a product by an unnamed manufacturer, which complies with requirements.

a. Non-limited list of manufacturers is indicated by the phrase: "Subject to compliance with requirements, available manufacturers whose products may be incorporated in the Work include, but are not limited to, the following: …¦"

5. Basis-of-Design Product: Where Specifications name a product, or refer to a product indicated on Drawings, and include a list of manufacturers, provide the specified or indicated product or a comparable product by one of the other named manufacturers. Drawings and Specifications indicate sizes, profiles, dimensions, and other characteristics that are based on the product named. Comply with requirements in "Comparable Products" Article for consideration of an unnamed product by one of the other named manufacturers.

a. For approval of products by unnamed manufacturers, comply with requirements in Section 012500 "Substitution Procedures" for substitutions for convenience.

C. Visual Matching Specification: Where Specifications require "match Architect's sample," provide a product that complies with requirements and matches Architect's sample. Architect's decision will be final on whether a proposed product matches.

1. If no product available within specified category matches and complies with other specified requirements, comply with requirements in Section 012500 "Substitution Procedures" for proposal of product.



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D. Visual Selection Specification: Where Specifications include the phrase "as selected by Architect from manufacturer's full range" or similar phrase, select a product that complies with requirements. Architect will select color, gloss, pattern, density, or texture from manufacturer's product line that includes both standard and premium items.

2.2 COMPARABLE PRODUCTS

A. Conditions for Consideration of Comparable Products: Architect will consider Contractor's request for comparable product when the following conditions are satisfied. If the following conditions are not satisfied, Architect may return requests without action, except to record noncompliance with these requirements:

1. Evidence that proposed product does not require revisions to the Contract Documents, is consistent with the Contract Documents, will produce the indicated results, and is compatible with other portions of the Work. Detailed comparison of significant qualities of proposed product with those named in the Specifications. Significant product qualities include attributes such as type, function, in-service performance and physical properties, weight, dimension, durability, visual characteristics, and other specific features and requirements.

2. Evidence that proposed product provides specified warranty.3. List of similar installations for completed projects with project names and addresses and

names and addresses of architects and owners, if requested.4. Samples, if requested.

B. Submittal Requirements: Approval by the Architect of Contractor's request for use of comparable product is not intended to satisfy other submittal requirements. Comply with specified submittal requirements.


PART 4 - END OF SECTION 016000



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SECTION 017300 - EXECUTION

PART 1 - GENERAL



1.2 SUMMARY

A. Section includes general administrative and procedural requirements governing execution of the Work including, but not limited to, the following:

1. Installation of the Work.2. Cutting and patching.3. Progress cleaning.4. Protection of installed construction.5. Correction of the Work.


1. Section 011000 "Summary" for limits on use of Project site.

1.3 DEFINITIONS

A. Cutting: Removal of in-place construction necessary to permit installation or performance of other work.

B. Patching: Fitting and repair work required to restore construction to original conditions after installation of other work.


A. Cutting and Patching: Comply with requirements for and limitations on cutting and patching of construction elements.

1. Structural Elements: When cutting and patching structural elements, notify Architect of locations and details of cutting and await directions from Architect before proceeding. Shore, brace, and support structural elements during cutting and patching. Do not cut and patch structural elements in a manner that could change their load-carrying capacity or increase deflection

EXECUTION 017300 - 1


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2. Operational Elements: Do not cut and patch operating elements and related components in a manner that results in reducing their capacity to perform as intended or that results in increased maintenance or decreased operational life or safety.

3. Other Construction Elements: Do not cut and patch other construction elements or components in a manner that could change their load-carrying capacity, that results in reducing their capacity to perform as intended, or that results in increased maintenance or decreased operational life or safety.

4. Visual Elements: Do not cut and patch construction in a manner that results in visual evidence of cutting and patching. Do not cut and patch exposed construction in a manner that would, in Architect's opinion, reduce the building's aesthetic qualities. Remove and replace construction that has been cut and patched in a visually unsatisfactory manner.

B. Cutting and Patching Conference: Before proceeding, meet at Project site with parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding.

C. Manufacturer's Installation Instructions: Obtain and maintain on-site manufacturer's written recommendations and instructions for installation of products and equipment.

PART 2 - PRODUCTS

2.1 MATERIALS

A. General: Comply with requirements specified in other Sections.

B. In-Place Materials: Use materials for patching identical to in-place materials. For exposed surfaces, use materials that visually match in-place adjacent surfaces to the fullest extent possible.

1. If identical materials are unavailable or cannot be used, use materials that, when installed, will provide a match acceptable to Architect for the visual and functional performance of in-place materials.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Existing Conditions: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning sitework, investigate and verify the existence and location of underground utilities, mechanical and electrical systems, and other construction affecting the Work.



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B. Examination and Acceptance of Conditions: Before proceeding with each component of the Work, examine substrates, areas, and conditions, with Installer or Applicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance. Record observations.

1. Examine roughing-in for mechanical and electrical systems to verify actual locations of connections before equipment and fixture installation.

2. Examine walls, floors, and roofs for suitable conditions where products and systems are to be installed.

3. Verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers.

C. Proceed with installation only after unsatisfactory conditions have been corrected. Proceeding with the Work indicates acceptance of surfaces and conditions.

3.2 PREPARATION

A. Field Measurements: Take field measurements as required to fit the Work properly. Recheck measurements before installing each product. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the Work.

B. Space Requirements: Verify space requirements and dimensions of items shown diagrammatically on Drawings.

C. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for clarification of the Contract Documents caused by differing field conditions outside the control of Contractor, submit a request for information to Architect.

3.3 INSTALLATION

A. General: Locate the Work and components of the Work accurately, in correct alignment and elevation, as indicated.

1. Make vertical work plumb and make horizontal work level.2. Where space is limited, install components to maximize space available for maintenance

and ease of removal for replacement.3. Conceal pipes, ducts, and wiring in finished areas unless otherwise indicated.4. Maintain minimum headroom clearance of 96 inches in occupied spaces and 90 inches in

unoccupied spaces.

B. Comply with manufacturer's written instructions and recommendations for installing products in applications indicated.



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C. Install products at the time and under conditions that will ensure the best possible results. Maintain conditions required for product performance until Substantial Completion.

D. Conduct construction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy.

E. Sequence the Work and allow adequate clearances to accommodate movement of construction items on site and placement in permanent locations.

F. Tools and Equipment: Do not use tools or equipment that produce harmful noise levels.

G. Templates: Obtain and distribute to the parties involved templates for work specified to be factory prepared and field installed. Check Shop Drawings of other work to confirm that adequate provisions are made for locating and installing products to comply with indicated requirements.

H. Attachment: Provide blocking and attachment plates and anchors and fasteners of adequate size and number to securely anchor each component in place, accurately located and aligned with other portions of the Work. Where size and type of attachments are not indicated, verify size and type required for load conditions.

1. Mounting Heights: Where mounting heights are not indicated, mount components at heights directed by Architect.

2. Allow for building movement, including thermal expansion and contraction.3. Coordinate installation of anchorages. Furnish setting drawings, templates, and

directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation.

I. Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated, arrange joints for the best visual effect. Fit exposed connections together to form hairline joints.

J. Hazardous Materials: Use products, cleaners, and installation materials that are not considered hazardous.

3.4 CUTTING AND PATCHING

A. Cutting and Patching, General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time, and complete without delay.

1. Cut in-place construction to provide for installation of other components or performance of other construction, and subsequently patch as required to restore surfaces to their original condition.

B. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during installation or cutting and patching operations, by methods and with materials so as not to void existing warranties.



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C. Temporary Support: Provide temporary support of work to be cut.

D. Protection: Protect in-place construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of Project that might be exposed during cutting and patching operations.

E. Adjacent Occupied Areas: Where interference with use of adjoining areas or interruption of free passage to adjoining areas is unavoidable, coordinate cutting and patching according to requirements in Section 011000 "Summary."

F. Existing Utility Services and Mechanical/Electrical Systems: Where existing services/systems are required to be removed, relocated, or abandoned, bypass such services/systems before cutting to prevent interruption to occupied areas.

G. Cutting: Cut in-place construction by sawing, drilling, breaking, chipping, grinding, and similar operations, including excavation, using methods least likely to damage elements retained or adjoining construction. If possible, review proposed procedures with original Installer; comply with original Installer's written recommendations.

1. In general, use hand or small power tools designed for sawing and grinding, not hammering and chopping. Cut holes and slots neatly to minimum size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use.

2. Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces.

3. Concrete: Cut using a cutting machine, such as an abrasive saw or a diamond-core drill.4. Excavating and Backfilling: Comply with requirements in applicable Sections where

required by cutting and patching operations.

5. Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after cutting.

6. Proceed with patching after construction operations requiring cutting are complete.

H. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations following performance of other work. Patch with durable seams that are as invisible as practicable. Provide materials and comply with installation requirements specified in other Sections, where applicable.

1. Inspection: Where feasible, test and inspect patched areas after completion to demonstrate physical integrity of installation.

2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will minimize evidence of patching and refinishing.

a. Clean piping, conduit, and similar features before applying paint or other finishing materials.

b. Restore damaged pipe covering to its original condition.



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3. Floors and Walls: Where walls or partitions that are removed extend one finished area into another, patch and repair floor and wall surfaces in the new space. Provide an even surface of uniform finish, color, texture, and appearance. Remove in-place floor and wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance.

a. Where patching occurs in a painted surface, prepare substrate and apply primer and intermediate paint coats appropriate for substrate over the patch, and apply final paint coat over entire unbroken surface containing the patch. Provide additional coats until patch blends with adjacent surfaces.

4. Ceilings: Patch, repair, or rehang in-place ceilings as necessary to provide an even-plane surface of uniform appearance.

5. Exterior Building Enclosure: Patch components in a manner that restores enclosure to a weathertight condition and ensures thermal and moisture integrity of building enclosure.

I. Cleaning: Clean areas and spaces where cutting and patching are performed. Remove paint, mortar, oils, putty, and similar materials from adjacent finished surfaces.

3.5 OWNER-INSTALLED PRODUCTS

A. Site Access: Provide access to Project site for Owner's construction personnel.

B. Coordination: Coordinate construction and operations of the Work with work performed by Owner's construction personnel.

1. Construction Schedule: Inform Owner of Contractor's preferred construction schedule for Owner's portion of the Work. Adjust construction schedule based on a mutually agreeable timetable. Notify Owner if changes to schedule are required due to differences in actual construction progress.

2. Preinstallation Conferences: Include Owner's construction personnel at preinstallation conferences covering portions of the Work that are to receive Owner's work. Attend preinstallation conferences conducted by Owner's construction personnel if portions of the Work depend on Owner's construction.

3.6 PROGRESS CLEANING

A. General: Clean Project site and work areas daily, including common areas. Enforce requirements strictly. Dispose of materials lawfully.

1. Clean owner occupied work areas immediately after performing debris generating activities. Clean as often as needed to prevent tracking of debris beyond the immediate work area.

2. Comply with requirements in NFPA 241 for removal of combustible waste materials and debris.

3. Do not hold waste materials more than seven days during normal weather or three days if the temperature is expected to rise above 80 deg F.



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4. Containerize hazardous and unsanitary waste materials separately from other waste. Mark containers appropriately and dispose of legally, according to regulations.

a. Use containers intended for holding waste materials of type to be stored.

5. Coordinate progress cleaning for joint-use areas where Contractor and other contractors are working concurrently.

B. Site: Maintain Project site free of waste materials and debris.

C. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for proper execution of the Work.

1. Remove liquid spills promptly.2. Where dust would impair proper execution of the Work, broom-clean or vacuum the

entire work area, as appropriate.

D. Installed Work: Keep installed work clean. Clean installed surfaces according to written instructions of manufacturer or fabricator of product installed, using only cleaning materials specifically recommended. If specific cleaning materials are not recommended, use cleaning materials that are not hazardous to health or property and that will not damage exposed surfaces.

E. Concealed Spaces: Remove debris from concealed spaces before enclosing the space.

F. Exposed Surfaces in Finished Areas: Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at time of Substantial Completion.

G. Waste Disposal: Do not bury or burn waste materials on-site. Do not wash waste materials down sewers or into waterways.

H. During handling and installation, clean and protect construction in progress and adjoining materials already in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion.

I. Clean and provide maintenance on completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects.

J. Limiting Exposures: Supervise construction operations to assure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period.

3.7 PROTECTION OF INSTALLED CONSTRUCTION

A. Provide final protection and maintain conditions that ensure installed Work is without damage or deterioration at time of Substantial Completion.



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SECTION 017700 - CLOSEOUT PROCEDURES

PART 1 - GENERAL



1.2 SUMMARY

A. Section includes administrative and procedural requirements for contract closeout, including, but not limited to, the following:

1. Substantial Completion procedures.2. Final completion procedures.3. Warranties.4. Final cleaning.5. Repair of the Work.


1. Section 017823 "Operation and Maintenance Data" for additional operation and maintenance manual requirements.

2. Section 017839 "Project Record Documents" for submitting Record Drawings, Record Specifications, and Record Product Data.

3. Section 017900 "Demonstration and Training" for requirements to train the Owner's maintenance personnel to adjust, operate, and maintain products, equipment, and systems.


A. Product Data: For each type of cleaning agent.

B. Contractor's List of Incomplete Items: Initial submittal at Substantial Completion.

C. Certified List of Incomplete Items: Final submittal at final completion.

1.4 CLOSEOUT SUBMITTALS

A. Certificates of Release: From authorities having jurisdiction.

B. Certificate of Insurance: For continuing coverage.

C. Field Report: For pest control inspection.

CLOSEOUT PROCEDURES 017700 - 1


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1.5 SUBSTANTIAL COMPLETION PROCEDURES

A. Contractor's List of Incomplete Items: Prepare and submit a list of items to be completed and corrected (Contractor's punch list), indicating the value of each item on the list and reasons why the Work is incomplete.

B. Submittals Prior to Substantial Completion: Complete the following a minimum of 10 days prior to requesting inspection for determining date of Substantial Completion. List items below that are incomplete at time of request.

1. Certificates of Release: Obtain and submit releases from authorities having jurisdiction permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases.

2. Submit closeout submittals specified in other Division 01 Sections, including project record documents, operation and maintenance manuals, damage or settlement surveys, property surveys, and similar final record information.

3. Submit closeout submittals specified in individual Sections, including specific warranties, workmanship bonds, maintenance service agreements, final certifications, and similar documents.

4. Submit maintenance material submittals specified in individual Sections, including tools, spare parts, extra materials, and similar items, and deliver to location designated by Architect. Label with manufacturer's name and model number.

a. Schedule of Maintenance Material Items: Prepare and submit schedule of maintenance material submittal items, including name and quantity of each item and name and number of related Specification Section. Obtain Architect'ssignature for receipt of submittals.

5. Submit testing, adjusting, and balancing records.6. Submit changeover information related to Owner's occupancy, use, operation, and

maintenance.

C. Procedures Prior to Substantial Completion: Complete the following a minimum of 10 days prior to requesting inspection for determining date of Substantial Completion. List items below that are incomplete at time of request.

1. Advise Owner of pending insurance changeover requirements.2. Make final changeover of permanent locks and deliver keys to Owner. Advise Owner's

personnel of changeover in security provisions.3. Complete startup and testing of systems and equipment.4. Perform preventive maintenance on equipment used prior to Substantial Completion.5. Instruct Owner's personnel in operation, adjustment, and maintenance of products,

equipment, and systems. Submit demonstration and training video recordings specified in Section 017900 "Demonstration and Training."

6. Advise Owner of changeover in utility services.7. Participate with Owner in conducting inspection and walkthrough with local emergency

responders.8. Terminate and remove temporary facilities from Project site, along with mockups,

construction tools, and similar elements.



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9. Complete final cleaning requirements.10. Touch up paint and otherwise repair and restore marred exposed finishes to eliminate

visual defects.

D. Inspection: Submit a written request for inspection to determine Substantial Completion a minimum of 10 days prior to date the Work will be completed and ready for final inspection and tests. On receipt of request, Architect will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by Architect, that must be completed or corrected before certificate will be issued.

1. Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected.

2. Results of completed inspection will form the basis of requirements for final completion.

1.6 FINAL COMPLETION PROCEDURES

A. Submittals Prior to Final Completion: Before requesting final inspection for determining final completion, complete the following:

1. Submit a final Application for Payment according to Section 012900 "Payment Procedures."

2. Certified List of Incomplete Items: Submit certified copy of Architect's Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by Architect. Certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance.

3. Certificate of Insurance: Submit evidence of final, continuing insurance coverage complying with insurance requirements.

4. Submit pest-control final inspection report.5. Submit final completion photographic documentation.

B. Inspection: Submit a written request for final inspection to determine acceptance a minimum of 10 days prior to date the work will be completed and ready for final inspection and tests. On receipt of request, Architect will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued.

1. Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected.

1.7 LIST OF INCOMPLETE ITEMS (PUNCH LIST)

A. Organization of List: Include name and identification of each space and area affected by construction operations for incomplete items and items needing correction including, if necessary, areas disturbed by Contractor that are outside the limits of construction.

1. Organize list of spaces in sequential order, starting with exterior areas first.



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2. Organize items applying to each space by major element, including categories for ceiling, individual walls, floors, equipment, and building systems.

3. Include the following information at the top of each page:

a. Project name.b. Date.c. Name of Architect.d. Name of Contractor.e. Page number.

4. Submit list of incomplete items in the following format:

a. MS Excel electronic file. Architect will return annotated file.

1.8 SUBMITTAL OF PROJECT WARRANTIES

A. Time of Submittal: Submit written warranties on request of Architect for designated portions of the Work where warranties are indicated to commence on dates other than date of Substantial Completion, or when delay in submittal of warranties might limit Owner's rights under warranty.

B. Partial Occupancy: Submit properly executed warranties within 15 days of completion of designated portions of the Work that are completed and occupied or used by Owner during construction period by separate agreement with Contractor.

C. Organize warranty documents into an orderly sequence based on the table of contents of Project Manual.

D. Warranty Electronic File: Provide warranties and bonds in PDF format. Assemble complete warranty and bond submittal package into a single electronic PDF file with bookmarks enabling navigation to each item. Provide bookmarked table of contents at beginning of document.

1. Submit on digital media acceptable to Architect.

E. Warranties in Paper Form:

1. Bind warranties and bonds in heavy-duty, three-ring, vinyl-covered, loose-leaf binders, thickness as necessary to accommodate contents, and sized to receive 8-1/2-by-11-inch paper.

2. Provide heavy paper dividers with plastic-covered tabs for each separate warranty. Mark tab to identify the product or installation. Provide a typed description of the product or installation, including the name of the product and the name, address, and telephone number of Installer.

3. Identify each binder on the front and spine with the typed or printed title "WARRANTIES," Project name, and name of Contractor.

F. Provide additional copies of each warranty to include in operation and maintenance manuals.



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PART 2 - PRODUCTS

2.1 MATERIALS

A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces.

PART 3 - EXECUTION

3.1 FINAL CLEANING

A. General: Perform final cleaning. Conduct cleaning and waste-removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations.

B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to condition expected in an average commercial building cleaning and maintenance program. Comply with manufacturer's written instructions.

1. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a designated portion of Project:

a. Clean Project site, yard, and grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, litter, and other foreign substances.

b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits.

c. Rake grounds that are not planted, mulched, or paved to a smooth, even-textured surface.

d. Remove tools, construction equipment, machinery, and surplus material from Project site.

e. Remove snow and ice to provide safe access to building.f. Clean exposed exterior and interior hard-surfaced finishes to a dirt-free condition,

free of stains, films, and similar foreign substances. Avoid disturbing natural weathering of exterior surfaces. Restore reflective surfaces to their original condition.

g. Remove debris and surface dust from limited access spaces, including roofs, plenums, shafts, trenches, equipment vaults, manholes, attics, and similar spaces.

h. Sweep concrete floors broom clean in unoccupied spaces.i. Vacuum carpet and similar soft surfaces, removing debris and excess nap; clean

according to manufacturer's recommendations if visible soil or stains remain.j. Clean transparent materials, including mirrors and glass in doors and windows.

Remove glazing compounds and other noticeable, vision-obscuring materials. Polish mirrors and glass, taking care not to scratch surfaces.

k. Remove labels that are not permanent.



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l. Wipe surfaces of mechanical and electrical equipment and similar equipment. Remove excess lubrication, paint and mortar droppings, and other foreign substances.

m. Clean plumbing fixtures to a sanitary condition, free of stains, including stains resulting from water exposure.

n. Replace disposable air filters and clean permanent air filters. Clean exposed surfaces of diffusers, registers, and grills.

o. Clean ducts, blowers, and coils if units were operated without filters during construction or that display contamination with particulate matter on inspection.

p. Clean luminaires, lamps, globes, and reflectors to function with full efficiency.q. Leave Project clean and ready for occupancy.

C. Pest Control: Comply with pest control requirements in Section 015000 "Temporary Facilities and Controls." Prepare written report.

D. Construction Waste Disposal: Comply with waste disposal requirements in Section 015000 "Temporary Facilities and Controls."

3.2 REPAIR OF THE WORK

A. Complete repair and restoration operations before requesting inspection for determination of Substantial Completion.

B. Repair, or remove and replace, defective construction. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment. Where damaged or worn items cannot be repaired or restored, provide replacements. Remove and replace operating components that cannot be repaired. Restore damaged construction and permanent facilities used during construction to specified condition.

1. Remove and replace chipped, scratched, and broken glass, reflective surfaces, and other damaged transparent materials.

2. Touch up and otherwise repair and restore marred or exposed finishes and surfaces. Replace finishes and surfaces that that already show evidence of repair or restoration.

a. Do not paint over "UL" and other required labels and identification, including mechanical and electrical nameplates. Remove paint applied to required labels and identification.

3. Replace parts subject to operating conditions during construction that may impede operation or reduce longevity.

4. Replace burned-out bulbs, bulbs noticeably dimmed by hours of use, and defective and noisy starters in fluorescent and mercury vapor fixtures to comply with requirements for new fixtures.




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SECTION 017823 - OPERATION AND MAINTENANCE DATA

PART 1 - GENERAL



1.2 SUMMARY

A. Section includes administrative and procedural requirements for preparing operation and maintenance manuals, including the following:

1. Operation and maintenance documentation directory.2. Product maintenance manuals.


1. Section 013300 "Submittal Procedures" for submitting copies of submittals for operation and maintenance manuals.

1.3 DEFINITIONS

A. System: An organized collection of parts, equipment, or subsystems united by regular interaction.

B. Subsystem: A portion of a system with characteristics similar to a system.


A. Manual Content: Operations and maintenance manual content is specified in individual Specification Sections to be reviewed at the time of Section submittals. Submit reviewed manual content formatted and organized as required by this Section.

1. Architect will comment on whether content of operations and maintenance submittals are acceptable.

2. Where applicable, clarify and update reviewed manual content to correspond to revisions and field conditions.

B. Final Manual Submittal: Submit each manual in final form prior to requesting inspection for Substantial Completion and at least 15days before commencing demonstration and training. Architect will return copy with comments.

OPERATION AND MAINTENANCE DATA 017823 - 1


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1. Correct or revise each manual to comply with Architect's comments. Submit copies of each corrected manual within 15 days of receipt of Architect's comments and prior to commencing demonstration and training.

PART 2 - PRODUCTS

2.1 OPERATION AND MAINTENANCE DOCUMENTATION DIRECTORY

A. Directory: Prepare a single, comprehensive directory of emergency, operation, and maintenance data and materials, listing items and their location to facilitate ready access to desired information. Include a section in the directory for each of the following:

1. List of documents.2. List of systems.3. List of equipment.4. Table of contents.

B. List of Systems and Subsystems: List systems alphabetically. Include references to operation and maintenance manuals that contain information about each system.

C. List of Equipment: List equipment for each system, organized alphabetically by system. For pieces of equipment not part of system, list alphabetically in separate list.

D. Tables of Contents: Include a table of contents for each emergency, operation, and maintenance manual.

E. Identification: In the documentation directory and in each operation and maintenance manual, identify each system, subsystem, and piece of equipment with same designation used in the Contract Documents. If no designation exists, assign a designation according to ASHRAE Guideline 4, "Preparation of Operating and Maintenance Documentation for Building Systems."

2.2 PRODUCT MAINTENANCE MANUALS

A. Content: Organize manual into a separate section for each product, material, and finish. Include source information, product information, maintenance procedures, repair materials and sources, and warranties and bonds, as described below.

B. Source Information: List each product included in manual, identified by product name and arranged to match manual's table of contents. For each product, list name, address, and telephone number of Installer or supplier and maintenance service agent, and cross-reference Specification Section number and title in Project Manual and drawing or schedule designation or identifier where applicable.

C. Product Information: Include the following, as applicable:

1. Product name and model number.



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2. Manufacturer's name.3. Color, pattern, and texture.4. Material and chemical composition.5. Reordering information for specially manufactured products.

D. Maintenance Procedures: Include manufacturer's written recommendations and the following:

1. Inspection procedures.2. Types of cleaning agents to be used and methods of cleaning.3. List of cleaning agents and methods of cleaning detrimental to product.4. Schedule for routine cleaning and maintenance.5. Repair instructions.

E. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and conditions that would affect validity of warranties or bonds.

1. Include procedures to follow and required notifications for warranty claims.

PART 3 - EXECUTION

3.1 MANUAL PREPARATION

A. Operation and Maintenance Documentation Directory: Prepare a separate manual that provides an organized reference to emergency, operation, and maintenance manuals.

B. Product Maintenance Manual: Assemble a complete set of maintenance data indicating care and maintenance of each product, material, and finish incorporated into the Work.

C. Operation and Maintenance Manuals: Assemble a complete set of operation and maintenance data indicating operation and maintenance of each system, subsystem, and piece of equipment not part of a system.

1. Engage a factory-authorized service representative to assemble and prepare information for each system, subsystem, and piece of equipment not part of a system.

2. Prepare a separate manual for each system and subsystem, in the form of an instructional manual for use by Owner's operating personnel.

D. Manufacturers' Data: Where manuals contain manufacturers' standard printed data, include only sheets pertinent to product or component installed. Mark each sheet to identify each product or component incorporated into the Work. If data include more than one item in a tabular format, identify each item using appropriate references from the Contract Documents. Identify data applicable to the Work and delete references to information not applicable.

1. Prepare supplementary text if manufacturers' standard printed data are not available and where the information is necessary for proper operation and maintenance of equipment or systems.



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E. Drawings: Prepare drawings supplementing manufacturers' printed data to illustrate the relationship of component parts of equipment and systems and to illustrate control sequence and flow diagrams. Coordinate these drawings with information contained in record Drawings to ensure correct illustration of completed installation.

1. Do not use original project record documents as part of operation and maintenance manuals.




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SECTION 017839 - PROJECT RECORD DOCUMENTS

PART 1 - GENERAL



1.2 SUMMARY

A. Section includes administrative and procedural requirements for project record documents, including the following:

1. Record Drawings.2. Record Specifications.3. Record Product Data.4. Miscellaneous record submittals.


1. Section 017300 "Execution" for final property survey.2. Section 017700 "Closeout Procedures" for general closeout procedures.3. Section 017823 "Operation and Maintenance Data" for operation and maintenance

manual requirements.


A. Record Drawings: Comply with the following:

1. Number of Copies: Submit one set(s) of marked-up record prints.

B. Record Specifications: Submit one paper copy of Project's Specifications, including addenda and contract modifications.

C. Record Product Data: Submit annotated PDF electronic files and directories of each submittal.

1. Where record Product Data are required as part of operation and maintenance manuals, submit duplicate marked-up Product Data as a component of manual.

D. Miscellaneous Record Submittals: See other Specification Sections for miscellaneous record-keeping requirements and submittals in connection with various construction activities. Submit annotated PDF electronic files and directories of each submittal.

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1.4 RECORD DRAWINGS

A. Record Prints: Maintain one set of marked-up paper copies of the Contract Drawings and Shop Drawings, incorporating new and revised drawings as modifications are issued.

1. Preparation: Mark record prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to provide information for preparation of corresponding marked-up record prints.

a. Give particular attention to information on concealed elements that would be difficult to identify or measure and record later.

b. Accurately record information in an acceptable drawing technique.c. Record data as soon as possible after obtaining it.d. Record and check the markup before enclosing concealed installations.e. Cross-reference record prints to corresponding photographic documentation.

2. Content: Types of items requiring marking include, but are not limited to, the following:

a. Dimensional changes to Drawings.b. Revisions to details shown on Drawings.c. Depths of foundations.d. Locations and depths of underground utilities.e. Revisions to routing of piping and conduits.f. Revisions to electrical circuitry.g. Actual equipment locations.h. Duct size and routing.i. Locations of concealed internal utilities.j. Changes made by Change Order.k. Changes made following Architect's written orders.l. Details not on the original Contract Drawings.m. Field records for variable and concealed conditions.n. Record information on the Work that is shown only schematically.

3. Mark the Contract Drawings and Shop Drawings completely and accurately. Use personnel proficient at recording graphic information in production of marked-up record prints.

4. Mark record sets with erasable, red-colored pencil. Use other colors to distinguish between changes for different categories of the Work at same location.

5. Mark important additional information that was either shown schematically or omitted from original Drawings.

6. Note Construction Change Directive numbers, alternate numbers, Change Order numbers, and similar identification, where applicable.

1.5 RECORD SPECIFICATIONS

A. Preparation: Mark Specifications to indicate the actual product installation where installation varies from that indicated in Specifications, addenda, and contract modifications.



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1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later.

2. Mark copy with the proprietary name and model number of products, materials, and equipment furnished, including substitutions and product options selected.

3. Record the name of manufacturer, supplier, Installer, and other information necessary to provide a record of selections made.

4. For each principal product, indicate whether record Product Data has been submitted in operation and maintenance manuals instead of submitted as record Product Data.

5. Note related Change Orders, record Product Data, and record Drawings where applicable.

B. Format: Submit record Specifications as annotated PDF electronic file or scanned PDF electronic file(s) of marked-up paper copy of Specifications.

1.6 RECORD PRODUCT DATA

A. Recording: Maintain one copy of each submittal during the construction period for project record document purposes. Post changes and revisions to project record documents as they occur; do not wait until end of Project.

B. Preparation: Mark Product Data to indicate the actual product installation where installation varies substantially from that indicated in Product Data submittal.

1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later.

2. Include significant changes in the product delivered to Project site and changes in manufacturer's written instructions for installation.

3. Note related Change Orders, record Specifications, and record Drawings where applicable.

C. Format: Submit record Product Data as annotated PDF electronic file.

1. Include record Product Data directory organized by Specification Section number and title, electronically linked to each item of record Product Data.

1.7 MISCELLANEOUS RECORD SUBMITTALS

A. Assemble miscellaneous records required by other Specification Sections for miscellaneous record keeping and submittal in connection with actual performance of the Work. Bind or file miscellaneous records and identify each, ready for continued use and reference.

B. Format: Submit miscellaneous record submittals as PDF electronic file.

1. Include miscellaneous record submittals directory organized by Specification Section number and title, electronically linked to each item of miscellaneous record submittals.



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1.8 MAINTENANCE OF RECORD DOCUMENTS

A. Maintenance of Record Documents: Store record documents in the field office apart from the Contract Documents used for construction. Do not use project record documents for construction purposes. Maintain record documents in good order and in a clean, dry, legible condition, protected from deterioration and loss. Provide access to project record documents for Architect's reference during normal working hours.

PART 2 - PRODUCTS

PART 3 - EXECUTION




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SECTION 017900 - DEMONSTRATION AND TRAINING

PART 1 - GENERAL



1.2 SUMMARY

A. Section includes administrative and procedural requirements for instructing Owner's personnel, including the following:

1. Instruction in operation and maintenance of systems, subsystems, and equipment.


A. Instruction Program: Submit outline of instructional program for demonstration and training, including a list of training modules and a schedule of proposed dates, times, length of instruction time, and instructors' names for each training module. Include learning objective and outline for each training module.

1. Indicate proposed training modules using manufacturer-produced demonstration and training video recordings for systems, equipment, and products in lieu of video recording of live instructional module.

B. Qualification Data: For instructor.

C. Attendance Record: For each training module, submit list of participants and length of instruction time.


A. Instructor Qualifications: A factory-authorized service representative, complying with requirements in Section 014000 "Quality Requirements," experienced in operation and maintenance procedures and training.

1.5 COORDINATION

A. Coordinate instruction schedule with Owner's operations. Adjust schedule as required to minimize disrupting Owner's operations and to ensure availability of Owner's personnel.

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B. Coordinate instructors, including providing notification of dates, times, length of instruction time, and course content.

C. Coordinate content of training modules with content of approved emergency, operation, and maintenance manuals. Do not submit instruction program until operation and maintenance data have been reviewed and approved by Architect.

1.6 INSTRUCTION PROGRAM

A. Program Structure: Develop an instruction program that includes individual training modules for each system and for equipment not part of a system, as required by individual Specification Sections.

B. Training Modules: Develop a learning objective and teaching outline for each module. Include a description of specific skills and knowledge that participant is expected to master. For each module, include instruction for the following as applicable to the system, equipment, or component:

1. Basis of System Design, Operational Requirements, and Criteria: Include the following:

a. System, subsystem, and equipment descriptions.b. Performance and design criteria if Contractor is delegated design responsibility.c. Operating standards.d. Regulatory requirements.e. Equipment function.f. Operating characteristics.g. Limiting conditions.h. Performance curves.

2. Documentation: Review the following items in detail:

a. Emergency manuals.b. Systems and equipment operation manuals.c. Systems and equipment maintenance manuals.d. Product maintenance manuals.e. Project Record Documents.f. Identification systems.g. Warranties and bonds.h. Maintenance service agreements and similar continuing commitments.

3. Emergencies: Include the following, as applicable:

a. Instructions on meaning of warnings, trouble indications, and error messages.b. Instructions on stopping.c. Shutdown instructions for each type of emergency.d. Operating instructions for conditions outside of normal operating limits.e. Sequences for electric or electronic systems.f. Special operating instructions and procedures.



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4. Operations: Include the following, as applicable:

a. Startup procedures.b. Equipment or system break-in procedures.c. Routine and normal operating instructions.d. Regulation and control procedures.e. Control sequences.f. Safety procedures.g. Instructions on stopping.h. Normal shutdown instructions.i. Operating procedures for emergencies.j. Operating procedures for system, subsystem, or equipment failure.k. Seasonal and weekend operating instructions.l. Required sequences for electric or electronic systems.m. Special operating instructions and procedures.

5. Adjustments: Include the following:

a. Alignments.b. Checking adjustments.c. Noise and vibration adjustments.d. Economy and efficiency adjustments.

6. Troubleshooting: Include the following:

a. Diagnostic instructions.b. Test and inspection procedures.

7. Maintenance: Include the following:

a. Inspection procedures.b. Types of cleaning agents to be used and methods of cleaning.c. List of cleaning agents and methods of cleaning detrimental to product.d. Procedures for routine cleaning.e. Procedures for preventive maintenance.f. Procedures for routine maintenance.g. Instruction on use of special tools.

8. Repairs: Include the following:

a. Diagnosis instructions.b. Repair instructions.c. Disassembly; component removal, repair, and replacement; and reassembly

instructions.d. Instructions for identifying parts and components.e. Review of spare parts needed for operation and maintenance.



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1.7 PREPARATION

A. Assemble educational materials necessary for instruction, including documentation and training module. Assemble training modules into a training manual organized in coordination with requirements in Section 017823 "Operation and Maintenance Data."

B. Set up instructional equipment at instruction location.

1.8 INSTRUCTION

A. Facilitator: Engage a qualified facilitator to prepare instruction program and training modules, to coordinate instructors, and to coordinate between Contractor and Owner for number of participants, instruction times, and location.

B. Engage qualified instructors to instruct Owner's personnel to adjust, operate, and maintain systems, subsystems, and equipment not part of a system.

1. Architect will furnish an instructor to describe basis of system design, operational requirements, criteria, and regulatory requirements.

2. Owner will furnish an instructor to describe Owner's operational philosophy.3. Owner will furnish Contractor with names and positions of participants.

C. Scheduling: Provide instruction at mutually agreed-on times. For equipment that requires seasonal operation, provide similar instruction at start of each season.

1. Schedule training with Owner, through Architect, with at least seven days' advance notice.

D. Training Location and Reference Material: Conduct training on-site in the completed and fully operational facility using the actual equipment in-place. Conduct training using final operation and maintenance data submittals.

E. Evaluation: At conclusion of each training module, assess and document each participant's mastery of module by use of a demonstration performance-based test.

F. Cleanup: Collect used and leftover educational materials and give to Owner. Remove instructional equipment. Restore systems and equipment to condition existing before initial training use.

PART 2 - PRODUCTS

PART 3 - EXECUTION




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SECTION 055000 - METAL FABRICATIONS

PART 1 - GENERAL


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


1. Steel framing and supports for exterior canopy .


A. Product Data: For the following:

1. Paint products.

B. Shop Drawings: Show fabrication and installation details for metal fabrications.

1. Include plans, elevations, sections, and details of metal fabrications and their connections. Show anchorage and accessory items.


A. Welding Qualifications: Qualify procedures and personnel according to AWS D1.1/D1.1M, "Structural Welding Code - Steel."


A. Field Measurements: Verify actual locations of walls and other construction contiguous with metal fabrications by field measurements before fabrication.

1.6 COORDINATION

A. Coordinate selection of shop primers with topcoats to be applied over them. Comply with paint and coating manufacturers' written recommendations to ensure that shop primers and topcoats are compatible with one another.

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PART 2 - PRODUCTS

2.1 METALS, GENERAL

A. Metal Surfaces, General: Provide materials with smooth, flat surfaces unless otherwise indicated. For metal fabrications exposed to view in the completed Work, provide materials without seam marks, roller marks, rolled trade names, or blemishes.

2.2 FERROUS METALS

A. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M.

B. Steel Tubing: ASTM A 500, cold-formed steel tubing.

2.3 FASTENERS

A. General: Unless otherwise indicated, provide Type 316 stainless-steel fasteners for exterior use and zinc-plated fasteners with coating complying with ASTM B 633 or ASTM F 1941, Class Fe/Zn 5, at exterior walls. Select fasteners for type, grade, and class required.

1. Provide stainless-steel fasteners for fastening aluminum.

B. Wood Screws: Flat head, ASME B18.6.1.

C. Plain Washers: Round, ASME B18.22.1.

D. Lock Washers: Helical, spring type, ASME B18.21.1.

E. Anchors, General: Anchors capable of sustaining, without failure, a load equal to six times the load imposed when installed in unit masonry and four times the load imposed when installed in concrete, as determined by testing according to ASTM E 488, conducted by a qualified independent testing agency.

2.4 MISCELLANEOUS MATERIALS

A. Welding Rods and Bare Electrodes: Select according to AWS specifications for metal alloy welded.

B. Epoxy Zinc-Rich Primer: Complying with MPI#20 and compatible with topcoat.

C. Galvanizing Repair Paint: High-zinc-dust-content paint complying with SSPC-Paint 20 and compatible with paints specified to be used over it.



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2.5 FABRICATION, GENERAL

A. Shop Assembly: Preassemble items in the shop to greatest extent possible. Disassemble units only as necessary for shipping and handling limitations. Use connections that maintain structural value of joined pieces. Clearly mark units for reassembly and coordinated installation.

B. Cut, drill, and punch metals cleanly and accurately. Remove burrs and ease edges to a radius of approximately 1/32 inch unless otherwise indicated. Remove sharp or rough areas on exposed surfaces.

C. Form bent-metal corners to smallest radius possible without causing grain separation or otherwise impairing work.

D. Form exposed work with accurate angles and surfaces and straight edges.

E. Weld corners and seams continuously to comply with the following:

1. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals.

2. Obtain fusion without undercut or overlap.3. Remove welding flux immediately.4. At exposed connections, finish exposed welds and surfaces smooth and blended so no

roughness shows after finishing.

F. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners or welds where possible. Where exposed fasteners are required, use Phillips flat-head (countersunk) fasteners unless otherwise indicated. Locate joints where least conspicuous.

G. Fabricate seams and other connections that will be exposed to weather in a manner to exclude water. Provide weep holes where water may accumulate.

H. Cut, reinforce, drill, and tap metal fabrications as indicated to receive finish hardware, screws, and similar items.

I. Provide for anchorage of type indicated; coordinate with supporting structure. Space anchoring devices to secure metal fabrications rigidly in place and to support indicated loads.

1. Where units are indicated to be cast into concrete or built into masonry, equip with integrally welded steel strap anchors, 1/8 by 1-1/2 inches, with a minimum 6-inch embedment and 2-inch hook, not less than 8 inches from ends and corners of units and 24 inches o.c., unless otherwise indicated.

2.6 MISCELLANEOUS FRAMING AND SUPPORTS

A. General: Provide steel framing and supports not specified in other Sections as needed to complete the Work.



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B. Fabricate units from steel shapes, plates, and bars of welded construction unless otherwise indicated. Fabricate to sizes, shapes, and profiles indicated and as necessary to receive adjacent construction.

C. Galvanize miscellaneous framing and supports where indicated.

D. Prime miscellaneous framing and supports with zinc-rich primer where indicated.

2.7 FINISHES, GENERAL

A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes.

B. Finish metal fabrications after assembly.

C. Finish exposed surfaces to remove tool and die marks and stretch lines, and to blend into surrounding surface.

2.8 STEEL AND IRON FINISHES

A. Galvanizing: Hot-dip galvanize items as indicated to comply with ASTM A 153/A 153M for steel and iron hardware and with ASTM A 123/A 123M for other steel and iron products.

1. Do not quench or apply post galvanizing treatments that might interfere with paint adhesion.

B. Preparation for Shop Priming: Prepare surfaces to comply with requirements indicated below:

1. Exterior Items: SSPC-SP 6/NACE No. 3, "Commercial Blast Cleaning."

PART 3 - EXECUTION


A. Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required for installing metal fabrications. Set metal fabrications accurately in location, alignment, and elevation; with edges and surfaces level, plumb, true, and free of rack; and measured from established lines and levels.

B. Fit exposed connections accurately together to form hairline joints. Weld connections that are not to be left as exposed joints but cannot be shop welded because of shipping size limitations. Do not weld, cut, or abrade surfaces of exterior units that have been hot-dip galvanized after fabrication and are for bolted or screwed field connections.

C. Field Welding: Comply with the following requirements:



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1. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals.

2. Obtain fusion without undercut or overlap.3. Remove welding flux immediately.4. At exposed connections, finish exposed welds and surfaces smooth and blended so no

roughness shows after finishing and contour of welded surface matches that of adjacent surface.

D. Fastening to In-Place Construction: Provide anchorage devices and fasteners where metal fabrications are required to be fastened to in-place construction. Provide threaded fasteners for use with concrete and masonry inserts, toggle bolts, through bolts, lag screws, wood screws, and other connectors.

E. Provide temporary bracing or anchors in formwork for items that are to be built into concrete, masonry, or similar construction.

3.2 INSTALLING MISCELLANEOUS FRAMING AND SUPPORTS

A. General: Install framing and supports to comply with requirements of items being supported, including manufacturers' written instructions and requirements indicated on Shop Drawings.

B. Anchor supports for operable partitions securely to and rigidly brace from building structure.

3.3 ADJUSTING AND CLEANING

A. Touchup Painting: Immediately after erection, clean field welds, bolted connections, and abraded areas. Paint uncoated and abraded areas with the same material as used for shop painting to comply with SSPC-PA 1 for touching up shop-painted surfaces.

1. Apply by brush or spray to provide a minimum 2.0-mil dry film thickness.

B. Galvanized Surfaces: Clean field welds, bolted connections, and abraded areas and repair galvanizing to comply with ASTM A 780.




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SECTION 061053 - MISCELLANEOUS ROUGH CARPENTRY

PART 1 - GENERAL



1.2 SUMMARY


1. Rooftop equipment bases and support curbs.2. Wood blocking and nailers.3. Wood sleepers.

1.3 DEFINITIONS

A. Boards or Strips: Lumber of less than 2 inches nominal size in least dimension.

B. Dimension Lumber: Lumber of 2 inches nominal or greater size but less than 5 inches nominal size in least dimension.

1.4 DELIVERY, STORAGE, AND HANDLING

A. Stack lumber flat with spacers beneath and between each bundle to provide air circulation. Protect lumber from weather by covering with waterproof sheeting, securely anchored. Provide for air circulation around stacks and under coverings.

PART 2 - PRODUCTS

2.1 WOOD PRODUCTS, GENERAL

A. Lumber: DOC PS 20 and applicable rules of grading agencies indicated. If no grading agency is indicated, provide lumber that complies with the applicable rules of any rules-writing agency certified by the ALSC Board of Review. Provide lumber graded by an agency certified by the ALSC Board of Review to inspect and grade lumber under the rules indicated.

1. Factory mark each piece of lumber with grade stamp of grading agency.

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2. For exposed lumber indicated to receive a stained or natural finish, [mark grade stamp on end or back of each piece] [or] [omit grade stamp and provide certificates of grade compliance issued by grading agency].

3. Dress lumber, S4S, unless otherwise indicated.

B. Maximum Moisture Content of Lumber: [15 percent] [19 percent] [15 percent for 2-inch nominal thickness or less, 19 percent for more than 2-inch nominal thickness] [15 percent for 2-inch nominal thickness or less; no limit for more than 2-inch nominal thickness] [19 percent for 2-inch nominal thickness or less; no limit for more than 2-inch nominal thickness] unless otherwise indicated.

2.2 WOOD-PRESERVATIVE-TREATED MATERIALS

A. Preservative Treatment by Pressure Process: AWPA U1; Use Category UC2[ for interior construction not in contact with ground, Use Category UC3b for exterior construction not in contact with ground, and Use Category UC4a for items in contact with ground].

1. Preservative Chemicals: Acceptable to authorities having jurisdiction and containing no arsenic or chromium.[ Do not use inorganic boron (SBX) for sill plates.]

2. For exposed items indicated to receive a stained or natural finish, chemical formulations shall not require incising, contain colorants, bleed through, or otherwise adversely affect finishes.

B. Kiln-dry lumber after treatment to a maximum moisture content of 19 percent. Do not use material that is warped or does not comply with requirements for untreated material.

C. Mark lumber with treatment quality mark of an inspection agency approved by the ALSC Board of Review.

1. For exposed lumber indicated to receive a stained or natural finish, [mark end or back of each piece] [or] [omit marking and provide certificates of treatment compliance issued by inspection agency].

D. Application: Treat [all miscellaneous carpentry unless otherwise indicated.] [items indicated on Drawings, and the following:]

1. Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similar members in connection with roofing, flashing, vapor barriers, and waterproofing.

2. Wood sills, sleepers, blocking, [furring,] [stripping,] and similar concealed members in contact with masonry or concrete.

3. Wood framing and furring attached directly to the interior of below-grade exterior masonry or concrete walls.

4. Wood framing members that are less than 18 inches above the ground in crawlspaces or unexcavated areas.

5. Wood floor plates that are installed over concrete slabs-on-grade.



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2.3 MISCELLANEOUS LUMBER

A. General: Provide miscellaneous lumber indicated and lumber for support or attachment of other construction, including the following:

1. Blocking.2. Nailers.3. Rooftop equipment bases and support curbs.

B. For blocking not used for attachment of other construction, Utility, Stud, or No. 3 grade lumber of any species may be used provided that it is cut and selected to eliminate defects that will interfere with its attachment and purpose.

C. For blocking and nailers used for attachment of other construction, select and cut lumber to eliminate knots and other defects that will interfere with attachment of other work.

D. For furring strips for installing plywood or hardboard paneling, select boards with no knots capable of producing bent-over nails and damage to paneling.

2.4 FASTENERS

A. General: Provide fasteners of size and type indicated that comply with requirements specified in this article for material and manufacture.

1. Where carpentry is exposed to weather, in ground contact, pressure-preservative treated, or in area of high relative humidity, provide fasteners[ with hot-dip zinc coating complying with ASTM A 153/A 153M] [of Type 304 stainless steel].

B. Nails, Brads, and Staples: ASTM F 1667.

C. Screws for Fastening to Metal Framing: [ASTM C 1002] [ASTM C 954], length as recommended by screw manufacturer for material being fastened.


A. Flexible Flashing: Composite, self-adhesive, flashing product consisting of a pliable, rubberized-asphalt compound, bonded to a high-density polyethylene film, aluminum foil, or spunbonded polyolefin to produce an overall thickness of not less than 0.025 inch.



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PART 3 - EXECUTION


A. Framing Standard: Comply with AF&PA's WCD 1, "Details for Conventional Wood Frame Construction," unless otherwise indicated.

B. Set carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Fit carpentry accurately to other construction. Locate[ furring,] nailers, blocking, [grounds, ]and similar supports to comply with requirements for attaching other construction.

C. Install plywood backing panels by fastening to studs; coordinate locations with utilities requiring backing panels.[ Install fire-retardant-treated plywood backing panels with classification marking of testing agency exposed to view.]

D. Install metal framing anchors to comply with manufacturer's written instructions. Install fasteners through each fastener hole.

E. Do not splice structural members between supports unless otherwise indicated.

F. Provide blocking and framing as indicated and as required to support facing materials, fixtures, specialty items, and trim.

1. Provide metal clips for fastening gypsum board or lath at corners and intersections where framing or blocking does not provide a surface for fastening edges of panels. Space clips not more than 16 inches o.c.

G. Provide fire blocking in furred spaces, stud spaces, and other concealed cavities as indicated and as follows:

1. Fire block furred spaces of walls, at each floor level, at ceiling, and at not more than 96 inches o.c. with solid wood blocking or noncombustible materials accurately fitted to close furred spaces.

2. Fire block concealed spaces of wood-framed walls and partitions at each floor level, at ceiling line of top story, and at not more than 96 inches o.c. Where fire blocking is not inherent in framing system used, provide closely fitted solid wood blocks of same width as framing members and 2-inch nominal thickness.

3. Fire block concealed spaces between floor sleepers with same material as sleepers to limit concealed spaces to not more than 100 sq. ft. and to solidly fill space below partitions.

4. Fire block concealed spaces behind combustible cornices and exterior trim at not more than 20 feet o.c.

H. Sort and select lumber so that natural characteristics do not interfere with installation or with fastening other materials to lumber. Do not use materials with defects that interfere with function of member or pieces that are too small to use with minimum number of joints or optimum joint arrangement.



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I. Comply with AWPA M4 for applying field treatment to cut surfaces of preservative-treated lumber.

1. Use inorganic boron for items that are continuously protected from liquid water.2. Use copper naphthenate for items not continuously protected from liquid water.

J. Where wood-preservative-treated lumber is installed adjacent to metal decking, install continuous flexible flashing separator between wood and metal decking.

K. Securely attach carpentry work to substrate by anchoring and fastening as indicated, complying with the following:

1. Table 2304.9.1, "Fastening Schedule," in ICC's International Building Code.2. Table R602.3(1), "Fastener Schedule for Structural Members," and Table R602.3(2),

"Alternate Attachments," in ICC's International Residential Code for One- and Two-Family Dwellings.

3. ICC-ES evaluation report for fastener.

L. Use steel common nails unless otherwise indicated. Select fasteners of size that will not fully penetrate members where opposite side will be exposed to view or will receive finish materials. Make tight connections between members. Install fasteners without splitting wood. Drive nails snug but do not countersink nail heads unless otherwise indicated.

3.2 WOOD BLOCKING AND NAILER INSTALLATION

A. Install where indicated and where required for[ screeding or] attaching other work. Form to shapes indicated and cut as required for true line and level of attached work. Coordinate locations with other work involved.

B. Attach items to substrates to support applied loading. Recess bolts and nuts flush with surfaces unless otherwise indicated.

C. Provide permanent grounds of dressed, pressure-preservative-treated, key-beveled lumber not less than 1-1/2 inches wide and of thickness required to bring face of ground to exact thickness of finish material. Remove temporary grounds when no longer required.

3.3 PROTECTION

A. Protect wood that has been treated with inorganic boron (SBX) from weather. If, despite protection, inorganic boron-treated wood becomes wet, apply EPA-registered borate treatment. Apply borate solution by spraying to comply with EPA-registered label.

B. Protect miscellaneous rough carpentry from weather. If, despite protection, miscellaneous rough carpentry becomes wet, apply EPA-registered borate treatment. Apply borate solution by spraying to comply with EPA-registered label.



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SECTION 061600 - SHEATHING

PART 1 - GENERAL



1.2 SUMMARY


1. Wall sheathing.


A. Product Data: For each type of process and factory-fabricated product. Indicate component materials and dimensions and include construction and application details.


A. Stack panels flat with spacers beneath and between each bundle to provide air circulation. Protect sheathing from weather by covering with waterproof sheeting, securely anchored. Provide for air circulation around stacks and under coverings.

PART 2 - PRODUCTS

2.1 WALL SHEATHING

A. Glass-Mat Gypsum Sheathing: ASTM C1177/C1177M.

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

a. CertainTeed Corporation.b. Continental Building Products, LLC.c. Georgia-Pacific Gypsum LLC.d. National Gypsum Company.e. Temple-Inland Building Products by Georgia-Pacific.f. USG Corporation.

SHEATHING 061600 - 1

http://www.specagent.com/LookUp/?ulid=11959&mf=04&src=wd

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2. Type and Thickness: Regular, 1/2 inch thick.3. Size: 48 by 96 inches for vertical installation.

2.2 FASTENERS

A. General: Provide fasteners of size and type indicated that comply with requirements specified in this article for material and manufacture.

1. For wall sheathing, provide fasteners of Type 304 stainless steel.

B. Screws for Fastening Gypsum Sheathing to Cold-Formed Metal Framing: Steel drill screws, in length recommended by sheathing manufacturer for thickness of sheathing to be attached.

1. For steel framing less than 0.0329 inch thick, use screws that comply with ASTM C1002.2. For steel framing from 0.033 to 0.112 inch thick, use screws that comply with

ASTM C954.

PART 3 - EXECUTION


A. Do not use materials with defects that impair quality of sheathing or pieces that are too small to use with minimum number of joints or optimum joint arrangement. Arrange joints so that pieces do not span between fewer than three support members.

B. Cut panels at penetrations, edges, and other obstructions of work; fit tightly against abutting construction unless otherwise indicated.

C. Securely attach to substrate by fastening as indicated, complying with the following:

1. Table 2304.9.1, "Fastening Schedule," in the ICC's International Building Code.2. ICC-ES evaluation report for fastener.

D. Coordinate wall sheathing installation with flashing and joint-sealant installation so these materials are installed in sequence and manner that prevent exterior moisture from passing through completed assembly.

E. Do not bridge building expansion joints; cut and space edges of panels to match spacing of structural support elements.

F. Coordinate sheathing installation with installation of materials installed over sheathing so sheathing is not exposed to precipitation or left exposed at end of the workday when rain is forecast.



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3.2 GYPSUM SHEATHING INSTALLATION

A. Comply with GA-253 and with manufacturer's written instructions.

1. Fasten gypsum sheathing to cold-formed metal framing with screws.2. Install panels with a 3/8-inch gap where non-load-bearing construction abuts structural

elements.3. Install panels with a 1/4-inch gap where they abut masonry or similar materials that

might retain moisture, to prevent wicking.

B. Apply fasteners so heads bear tightly against face of sheathing, but do not cut into facing.

C. Horizontal Installation: Install sheathing with V-grooved edge down and tongue edge up. Interlock tongue with groove to bring long edges in contact with edges of adjacent panels without forcing. Abut ends over centers of studs, and stagger end joints of adjacent panels not less than one stud spacing. Attach at perimeter and within field of panel to each stud.

1. Space fasteners approximately 8 inches o.c. and set back a minimum of 3/8 inch from edges and ends of panels.

D. Seal sheathing joints according to sheathing manufacturer's written instructions.

1. Apply elastomeric sealant to joints and fasteners and trowel flat. Apply sufficient amount of sealant to completely cover joints and fasteners after troweling. Seal other penetrations and openings.

2. Apply glass-fiber sheathing tape to glass-mat gypsum sheathing joints and apply and trowel sealant to embed entire face of tape in sealant. Apply sealant to exposed fasteners with a trowel so fasteners are completely covered. Seal other penetrations and openings.




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SECTION 062013 - EXTERIOR FINISH CARPENTRY

PART 1 - GENERAL



1.2 SUMMARY


1. Exterior wood soffit and trim.


A. Samples for Initial Selection: For each type of product involving selection of colors, profiles, or textures.

B. Samples for Verification:

1. For each species and cut of lumber and panel products, with 1/2 of exposed surface finished; 50 sq. in. for lumber and 8 by 10 inches for panels.


A. Stack lumber, plywood, and other panels flat with spacers between each bundle to provide air circulation. Protect materials from weather by covering with waterproof sheeting, securely anchored. Provide for air circulation around stacks and under coverings.

1.5 FIELD CONDITIONS

A. Weather Limitations: Proceed with installation only when existing and forecast weather conditions permit work to be performed and at least one coat of specified finish can be applied without exposure to rain, snow, or dampness.

B. Do not install finish carpentry materials that are wet, moisture damaged, or mold damaged.

1. Indications that materials are wet or moisture damaged include, but are not limited to, discoloration, sagging, or irregular shape.

2. Indications that materials are mold damaged include, but are not limited to, fuzzy or splotchy surface contamination and discoloration.

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PART 2 - PRODUCTS

2.1 MATERIALS, GENERAL

A. Lumber: DOC PS 20 and the following grading rules:

1. NeLMA: Northeastern Lumber Manufacturers' Association, "Standard Grading Rules for Northeastern Lumber."

B. Factory mark each piece of lumber with grade stamp of inspection agency indicating grade, species, moisture content at time of surfacing, and mill.

1. For exposed lumber, mark grade stamp on end or back of each piece.

2.2 EXTERIOR TRIM

A. Lumber Trim for Unfinished Applications (Exterior Soffit):

1. Species and Grade: Ipe, Clear; Architectural.

a. No. 1 Grade or FEQ (First European Quality). No sapwood. Not more than 1/4" bow per any 8' length in a board. Lumber to be clear 4 sides. Free from rot, pith, stain, or open defects (knots, shake, wane, etc). No splits, no holes, no rough faces. No tiger stripe or pulled reverse grain. No more than 3 burls or closed faced knots per meter. Ends sealed & waxed.

2. Face Surface: Surfaced (smooth).3. Dimensions: 5/4 by 6 inches nominal (1 inch by 5-3/8 inches).4. Lengths: 96 inches.5. Profile: 3.0 mm eased edges with grooved edges for clip installation. 6. Installation: Edge clip system designed for hidden fasteners.


A. Fasteners for IPE Soffit: Provide hidden clips with screws, in sufficient length to secure to metal framing substrate.

1. For exterior applications, provide stainless-steel fasteners.

2.4 FABRICATION

A. Ease edges of lumber less than 1 inch in nominal thickness to 1/16-inch radius and edges of lumber 1 inch or more in nominal thickness to 1/8-inch radius.



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PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance.

B. Examine finish carpentry materials before installation. Reject materials that are wet, moisture damaged, and mold damaged.

C. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 PREPARATION

A. Clean substrates of projections and substances detrimental to application.


A. Do not use materials that are unsound, warped, improperly treated or finished, inadequately seasoned, or too small to fabricate with proper jointing arrangements.

B. Install exterior finish carpentry level, plumb, true, and aligned with adjacent materials. Use concealed shims where necessary for alignment.

1. Scribe and cut exterior finish carpentry to fit adjoining work. Refinish and seal cuts as recommended by manufacturer.

2. Install to tolerance of 1/8 inch in 96 inches for level and plumb. Install adjoining exterior finish carpentry with 1/32-inch maximum offset for flush installation and 1/16-inch maximum offset for reveal installation.

3. Coordinate exterior finish carpentry with materials and systems in or adjacent to it. Provide cutouts for mechanical and electrical items that penetrate exterior finish carpentry.

3.4 ADJUSTING

A. Replace exterior finish carpentry that is damaged or does not comply with requirements. Exterior finish carpentry may be repaired or refinished if work complies with requirements and shows no evidence of repair or refinishing. Adjust joinery for uniform appearance.



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3.5 PROTECTION

A. Protect installed products from damage from weather and other causes during construction.

B. Remove and replace finish carpentry materials that are wet, moisture damaged, and mold damaged.

1. Indications that materials are wet or moisture damaged include, but are not limited to, discoloration, sagging, or irregular shape.

2. Indications that materials are mold damaged include, but are not limited to, fuzzy or splotchy surface contamination and discoloration.




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SECTION 070150.19 - ROOFING REPAIR WORK

PART 1 - GENERAL



1.2 SUMMARY


1. Partial roof removal.2. Temporary roofing membrane.3. Roof repair.

1.3 MATERIALS OWNERSHIP

A. Except for items or materials indicated to be reused, reinstalled, or otherwise indicated to remain Owner's property, demolished materials shall become Contractor's property and shall be removed from Project site.

1.4 DEFINITIONS

A. Roofing Terminology: Refer to ASTM D 1079 and glossary in NRCA's "The NRCA Roofing and Waterproofing Manual" for definition of terms related to roofing work in this Section.

B. Existing Membrane Roofing System: SBS-modified bituminous roofing membrane, roof insulation, surfacing, and components and accessories between deck and roofing membrane.

C. Partial Roof Removal: Removal of a portion of existing membrane roofing system from deck or removal of selected components and accessories from existing membrane roofing system.

D. Remove: Detach items from existing construction and legally dispose of them off-site unless indicated to be removed and reinstalled.

E. Existing to Remain: Existing items of construction that are not indicated to be removed.


A. Installer Qualifications: Installer of new membrane roofing system.

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B. Regulatory Requirements: Comply with governing EPA notification regulations before beginning membrane roofing removal. Comply with hauling and disposal regulations of authorities having jurisdiction.


A. Owner will occupy portions of building immediately below reroofing area. Conduct reroofing so Owner's operations will not be disrupted. Provide Owner with not less than 72 hours' notice of activities that may affect Owner's operations.

1. Coordinate work activities daily with Owner so Owner can place protective dust or water leakage covers over sensitive equipment or furnishings, shut down HVAC and fire-alarm or -detection equipment if needed, and evacuate occupants from below the work area.

2. Before working over structurally impaired areas of deck, notify Owner to evacuate occupants from below the affected area. Verify that occupants below the work area have been evacuated before proceeding with work over the impaired deck area.

B. Protect building to be reroofed, adjacent buildings, walkways, site improvements, exterior plantings, and landscaping from damage or soiling from reroofing operations.

C. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities.

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

E. Limit construction loads on roof to 20 psf rooftop equipment wheel loads and 15 psf for uniformly distributed loads.

F. Weather Limitations: Proceed with reroofing preparation only when existing and forecasted weather conditions permit Work to proceed without water entering existing roofing system or building.

1.7 WARRANTY

A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during reroofing, by methods and with materials so as not to void existing roofing system warranty. Notify warrantor before proceeding.

1. Notify warrantor of existing roofing system on completion of reroofing, and obtain documentation verifying that existing roofing system has been inspected and warranty remains in effect. Submit documentation at Project closeout.



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PART 2 - PRODUCTS

2.1 TEMPORARY ROOFING MATERIALS

A. Design and selection of materials for temporary roofing are responsibilities of Contractor.

2.2 AUXILIARY ROOFING MATERIALS

A. General: Auxiliary roofing repair materials recommended by roofing system manufacturer for intended use and compatible with components of existing roofing system.

PART 3 - EXECUTION

3.1 PREPARATION

A. Protect existing membrane roofing system that is indicated not to be reroofed.

1. Loosely lay 1-inch- minimum thick, molded expanded polystyrene (MEPS) insulation over the roofing membrane in areas indicated. Loosely lay 15/32-inch plywood or OSB panels over MEPS. Extend MEPS past edges of plywood or OSB panels a minimum of 1 inch.

2. Limit traffic and material storage to areas of existing roofing membrane that have been protected.

3. Maintain temporary protection and leave in place until replacement roofing has been completed. Remove temporary protection on completion of reroofing.

B. Maintain roof drains in functioning condition to ensure roof drainage at end of each workday. Prevent debris from entering or blocking roof drains and conductors. Use roof-drain plugs specifically designed for this purpose. Remove roof-drain plugs at end of each workday, when no work is taking place, or when rain is forecast.

1. If roof drains are temporarily blocked or unserviceable due to roofing system removal or partial installation of new membrane roofing system, provide alternative drainage method to remove water and eliminate ponding. Do not permit water to enter into or under existing membrane roofing system components that are to remain.

3.2 ROOF REMOVAL

A. Partial Roof Removal: Remove existing roofing membrane and immediately check for presence of moisture by visually observing roof insulation that will remain.

1. With an electrical capacitance moisture-detection meter, spot check roof insulation that will remain.



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2. Remove wet or damp boards and roof insulation.

3.3 TEMPORARY ROOFING MEMBRANE

A. Install approved temporary roofing membrane over area to be reroofed.

B. Remove temporary roofing membrane before installing new roofing membrane.

3.4 ROOF REPAIR WORK

A. Remove blisters, ridges, buckles, and other substrate irregularities from existing roofing membrane that inhibit new recover boards from conforming to substrate.

1. Remove loose aggregate from aggregate-surfaced built-up bituminous roofing with a power broom.

2. Broom clean existing substrate.3. Remove materials that are wet or damp.

B. Install new roofing and flashings at areas indicated on the drawings per the existing roof manufacturer's written instructions.

3.5 DISPOSAL

A. Collect demolished materials and place in containers. Promptly dispose of demolished materials. Do not allow demolished materials to accumulate on-site.

1. Storage or sale of demolished items or materials on-site is not permitted.

B. Transport and legally dispose of demolished materials off Owner's property.

END OF SECTION 070150.19



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SECTION 074213.23 - METAL COMPOSITE MATERIAL WALL PANELS

PART 1 - GENERAL



1.2 SUMMARY

A. Section includes metal composite material wall panels.

1.3 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project site.

1. Meet with Owner, Architect, Owner's insurer if applicable, metal composite material panel Installer, metal composite material panel manufacturer's representative, structural-support Installer, and installers whose work interfaces with or affects metal composite material panels, including installers of doors, windows, and louvers.

2. Review and finalize construction schedule and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays.

3. Review methods and procedures related to metal composite material panel installation, including manufacturer's written instructions.

4. Examine support conditions for compliance with requirements, including alignment between and attachment to structural members.

5. Review flashings, special siding details, wall penetrations, openings, and condition of other construction that affect metal composite material panels.

6. Review governing regulations and requirements for insurance, certificates, and tests and inspections if applicable.

7. Review temporary protection requirements for metal composite material panel assembly during and after installation.

8. Review procedures for repair of panels damaged after installation.9. Document proceedings, including corrective measures and actions required, and furnish

copy of record to each participant.


A. Product Data: For each type of product.

1. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for each type of panel and accessory.

B. Shop Drawings:

METAL COMPOSITE MATERIAL WALL PANELS

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1. Include fabrication and installation layouts of metal composite material panels; details of edge conditions, joints, panel profiles, corners, anchorages, attachment assembly, trim, flashings, closures, and accessories; and special details.

2. Accessories: Include details of the flashing, trim and anchorage, at a scale of not less than 1-1/2 inches per 12 inches.

C. Samples for Initial Selection: For each type of metal composite material panel indicated with factory-applied color finishes.

D. Samples for Verification: For each type of exposed finish required, prepared on Samples of size indicated below.

1. Metal Composite Material Panels: 12 inches long by actual panel width. Include fasteners, closures, and other metal composite material panel accessories.


A. Maintenance Data: For metal composite material panels to include in maintenance manuals.


A. Deliver components, metal composite material panels, and other manufactured items so as not to be damaged or deformed. Package metal composite material panels for protection during transportation and handling.

B. Unload, store, and erect metal composite material panels in a manner to prevent bending, warping, twisting, and surface damage.

C. Stack metal composite material panels horizontally on platforms or pallets, covered with suitable weathertight and ventilated covering. Store metal composite material panels to ensure dryness, with positive slope for drainage of water. Do not store metal composite material panels in contact with other materials that might cause staining, denting, or other surface damage.

D. Retain strippable protective covering on metal composite material panels during installation.


A. Weather Limitations: Proceed with installation only when existing and forecasted weather conditions permit assembly of metal composite material panels to be performed according to manufacturers' written instructions and warranty requirements.

1.8 COORDINATION

A. Coordinate metal composite material panel installation with rain drainage work, flashing, trim, construction of soffits, and other adjoining work to provide a leakproof, secure, and noncorrosive installation.


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1.9 WARRANTY

A. Special Warranty on Panel Finishes: Manufacturer's standard form in which manufacturer agrees to repair finish or replace metal composite material panels that show evidence of deterioration of factory-applied finishes within specified warranty period.

1. Exposed Panel Finish: Deterioration includes, but is not limited to, the following:

a. Color fading more than 5 Hunter units when tested according to ASTM D 2244.b. Chalking in excess of a No. 8 rating when tested according to ASTM D 4214.c. Cracking, checking, peeling, or failure of paint to adhere to bare metal.

2. Finish Warranty Period: 10 years from date of Substantial Completion.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Structural Performance: Provide metal composite material panel systems capable of withstanding the effects of the following loads, based on testing according to ASTM E 330:

1. Wind Loads: As indicated on Drawings.2. Deflection Limits: For wind loads, no greater than 1/180 of the span.

B. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes by preventing buckling, opening of joints, overstressing of components, failure of joint sealants, failure of connections, and other detrimental effects. Base calculations on surface temperatures of materials due to both solar heat gain and nighttime-sky heat loss.

1. Temperature Change (Range): 120 deg F, ambient; 180 deg F, material surfaces.

C. Fire Propagation Characteristics: Metal composite material wall panel system passes NFPA 285 testing.

2.2 METAL COMPOSITE MATERIAL WALL PANELS

A. Metal Composite Material Wall Panel Systems: Provide factory-formed and -assembled, metal composite material wall panels fabricated from two metal facings that are bonded to a solid, extruded thermoplastic core; formed into profile for installation method indicated. Include attachment assembly components, panel stiffeners, and accessories required for weathertight system.

1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following:

a. Alcoa Architectural Products (USA).; Reynobond PE.


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b. ALUCOBOND; 3A Composites USA, Inc.; Alucobond Plus.c. PrecisionWalls, Inc..

B. Aluminum-Faced Composite Wall Panels : Formed with 0.020-inch- thick, coil-coated aluminum sheet facings.

1. Panel Thickness: 0.157 inch.2. Core: Standard.3. Exterior Finish: Two-coat fluoropolymer.

a. Color: As selected by Architect from manufacturer's full range.

C. Attachment Assembly Components: Formed from extruded aluminum.

D. Attachment Assembly: Clip Rainscreen principle system.


A. Miscellaneous Metal Subframing and Furring: ASTM C 645, cold-formed, metallic-coated steel sheet ASTM A 653/A 653M, G90 coating designation or ASTM A 792/A 792M, Class AZ50 aluminum-zinc-alloy coating designation unless otherwise indicated. Provide manufacturer's standard sections as required for support and alignment of metal composite material panel system.

B. Panel Accessories: Provide components required for a complete, weathertight panel system including trim, copings, fasciae, mullions, sills, corner units, clips, flashings, sealants, gaskets, fillers, closure strips, and similar items. Match material and finish of metal composite material panels unless otherwise indicated.

C. Flashing and Trim: Provide flashing and trim formed from same material as metal composite material panels as required to seal against weather and to provide finished appearance. Locations include, but are not limited to, bases, drips, sills, jambs, corners, endwalls, framed openings, rakes, fasciae, parapet caps, soffits, reveals, and fillers. Finish flashing and trim with same finish system as adjacent metal composite material panels.

D. Panel Fasteners: Self-tapping screws designed to withstand design loads. Provide exposed fasteners with heads matching color of metal composite material panels by means of plastic caps or factory-applied coating. Provide EPDM or PVC sealing washers for exposed fasteners.

2.4 FABRICATION

A. General: Fabricate and finish metal composite material panels and accessories at the factory, by manufacturer's standard procedures and processes, as necessary to fulfill indicated performance requirements demonstrated by laboratory testing. Comply with indicated profiles and with dimensional and structural requirements.


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B. Fabricate metal composite material panel joints with factory-installed captive gaskets or separator strips that provide a weathertight seal and prevent metal-to-metal contact, and that minimize noise from movements.

C. Sheet Metal Flashing and Trim: Fabricate flashing and trim to comply with manufacturer's recommendations and recommendations in SMACNA's "Architectural Sheet Metal Manual" that apply to design, dimensions, metal, and other characteristics of item indicated.

1. Form exposed sheet metal accessories that are without excessive oil canning, buckling, and tool marks and that are true to line and levels indicated, with exposed edges folded back to form hems.

2. Seams for Aluminum: Fabricate nonmoving seams with flat-lock seams. Form seams and seal with epoxy seam sealer. Rivet joints for additional strength.

3. Seams for Other Than Aluminum: Fabricate nonmoving seams in accessories with flat-lock seams. Tin edges to be seamed, form seams, and solder.

4. Sealed Joints: Form non-expansion, but movable, joints in metal to accommodate sealant and to comply with SMACNA standards.

5. Conceal fasteners and expansion provisions where possible. Exposed fasteners are not allowed on faces of accessories exposed to view.

6. Fabricate cleats and attachment devices from same material as accessory being anchored or from compatible, noncorrosive metal recommended in writing by metal panel manufacturer.

a. Size: As recommended by SMACNA's "Architectural Sheet Metal Manual" or metal wall panel manufacturer for application but not less than thickness of metal being secured.

2.5 FINISHES

A. Protect mechanical and painted finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping.

B. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are acceptable if they are within one-half of the range of approved Samples. Noticeable variations in same piece are not acceptable. Variations in appearance of other components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast.

C. Aluminum Panels and Accessories:

1. Two-Coat Fluoropolymer: AAMA 2605. Fluoropolymer finish containing not less than 70 percent PVDF resin by weight in color coat. Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions.


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PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances, metal composite material panel supports, and other conditions affecting performance of the Work.

1. Examine wall framing to verify that girts, angles, channels, studs, and other structural panel support members and anchorage have been installed within alignment tolerances required by metal composite material wall panel manufacturer.

2. Examine wall sheathing to verify that sheathing joints are supported by framing or blocking and that installation is within flatness tolerances required by metal composite material wall panel manufacturer.

a. Verify that air- or water-resistive barriers have been installed over sheathing or backing substrate to prevent air infiltration or water penetration.

B. Examine roughing-in for components and assemblies penetrating metal composite material panels to verify actual locations of penetrations relative to seam locations of metal composite material panels before installation.


3.2 PREPARATION

A. Miscellaneous Supports: Install subframing, furring, and other miscellaneous panel support members and anchorages according to ASTM C 754 and metal composite material panel manufacturer's written recommendations.

3.3 METAL COMPOSITE MATERIAL PANEL INSTALLATION

A. General: Install metal composite material panels according to manufacturer's written instructions in orientation, sizes, and locations indicated on Drawings. Install panels perpendicular to supports unless otherwise indicated. Anchor metal composite material panels and other components of the Work securely in place, with provisions for thermal and structural movement.

1. Shim or otherwise plumb substrates receiving metal composite material panels.2. Flash and seal metal composite material panels at perimeter of all openings. Fasten with

self-tapping screws. Do not begin installation until air- or water-resistive barriers and flashings that will be concealed by metal composite material panels are installed.

3. Install screw fasteners in predrilled holes.4. Locate and space fastenings in uniform vertical and horizontal alignment.5. Install flashing and trim as metal composite material panel work proceeds.


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6. Locate panel splices over, but not attached to, structural supports. Stagger panel splices and end laps to avoid a four-panel lap splice condition.

7. Align bottoms of metal composite material panels and fasten with blind rivets, bolts, or self-tapping screws. Fasten flashings and trim around openings and similar elements with self-tapping screws.

8. Provide weathertight escutcheons for pipe- and conduit-penetrating panels.

B. Fasteners:

1. Aluminum Panels: Use aluminum or stainless-steel fasteners for surfaces exposed to the exterior; use aluminum or galvanized-steel fasteners for surfaces exposed to the interior.

C. Metal Protection: Where dissimilar metals contact each other or corrosive substrates, protect against galvanic action as recommended in writing by metal composite material panel manufacturer.

D. Attachment Assembly, General: Install attachment assembly required to support metal composite material wall panels and to provide a complete weathertight wall system, including subgirts, perimeter extrusions, tracks, drainage channels, panel clips, and anchor channels.

1. Include attachment to supports, panel-to-panel joinery, panel-to-dissimilar-material joinery, and panel-system joint seals.

E. Clip Installation: Attach panel clips to supports at locations, spacings, and with fasteners recommended by manufacturer. Attach routed-and-returned flanges of wall panels to panel clips with manufacturer's standard fasteners.

1. Seal horizontal and vertical joints between adjacent panels with sealant backing and sealant. Install sealant backing and sealant according to requirements specified in Section 079200 "Joint Sealants."

2. Seal horizontal and vertical joints between adjacent metal composite material wall panels with manufacturer's standard gaskets.

F. Rainscreen-Principle Installation: Install using manufacturer's standard assembly with vertical channel that provides support and secondary drainage assembly, draining at base of wall. Notch vertical channel to receive support pins. Install vertical channels supported by channel brackets or adjuster angles and at locations, spacings, and with fasteners recommended by manufacturer. Attach metal composite material wall panels by inserting horizontal support pins into notches in vertical channels and into flanges of panels. Leave horizontal and vertical joints with open reveal.

1. Install wall panels to allow individual panels to be installed and removed without disturbing adjacent panels.

2. Do not apply sealants to joints unless otherwise indicated.

G. Accessory Installation: Install accessories with positive anchorage to building and weathertight mounting, and provide for thermal expansion. Coordinate installation with flashings and other components.


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1. Install components required for a complete metal composite material panel assembly including trim, copings, corners, seam covers, flashings, sealants, gaskets, fillers, closure strips, and similar items. Provide types indicated by metal composite material panel manufacturer; or, if not indicated, provide types recommended in writing by metal composite material panel manufacturer.

H. Flashing and Trim: Comply with performance requirements, manufacturer's written installation instructions, and SMACNA's "Architectural Sheet Metal Manual." Provide concealed fasteners where possible, and set units true to line and level as indicated. Install work with laps, joints, and seams that are permanently watertight.

1. Install exposed flashing and trim that is without buckling and tool marks and that is true to line and levels indicated, with exposed edges folded back to form hems. Install sheet metal flashing and trim to fit substrates and to result in waterproof performance.

2. Expansion Provisions: Provide for thermal expansion of exposed flashing and trim. Space movement joints at a maximum of 10 feet with no joints allowed within 24 inches of corner or intersection. Where lapped expansion provisions cannot be used or would not be sufficiently waterproof, form expansion joints of intermeshing hooked flanges, not less than 1 inch deep, filled with mastic sealant (concealed within joints).

3.4 ERECTION TOLERANCES

A. Installation Tolerances: Shim and align metal composite material wall panel units within installed tolerance of 1/4 inch in 20 feet, non-accumulative, on level, plumb, and location lines as indicated, and within 1/8-inch offset of adjoining faces and of alignment of matching profiles.

3.5 CLEANING AND PROTECTION

A. Remove temporary protective coverings and strippable films, if any, as metal composite material panels are installed, unless otherwise indicated in manufacturer's written installation instructions. On completion of metal composite material panel installation, clean finished surfaces as recommended by metal composite material panel manufacturer. Maintain in a clean condition during construction.

B. After metal composite material panel installation, clear weep holes and drainage channels of obstructions, dirt, and sealant.

C. Replace metal composite material panels that have been damaged or have deteriorated beyond successful repair by finish touchup or similar minor repair procedures.

END OF SECTION 074213.23


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SECTION 075216 - STYRENE-BUTADIENE-STYRENE (SBS) MODIFIED BITUMINOUS MEMBRANE ROOFING

PART 1 - GENERAL



1.2 SUMMARY


1. Styrene-butadiene-styrene (SBS)-modified bituminous membrane roofing.2. Substrate board.3. Roof insulation.

B. Section includes the installation of sound-absorbing insulation strips in ribs of roof deck. Sound-absorbing insulation strips are furnished under Section 053100 "Steel Decking."

1.3 DEFINITIONS

A. Roofing Terminology: Definitions in ASTM D 1079 and glossary of NRCA's "The NRCA Roofing Manual: Membrane Roof Systems" apply to Work of this Section.


A. Preinstallation Roofing Conference: Conduct conference at Project site.

1. Meet with Owner, Architect, Owner's insurer if applicable, testing and inspecting agency representative, roofing Installer, roofing system manufacturer's representative, deck Installer, air barrier Installer, and installers whose work interfaces with or affects roofing, including installers of roof accessories and roof-mounted equipment.

2. Review methods and procedures related to roofing installation, including manufacturer's written instructions.

3. Review and finalize construction schedule, and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays.

4. Examine deck substrate conditions and finishes for compliance with requirements, including flatness and fastening.

5. Review structural loading limitations of roof deck during and after roofing.6. Review base flashings, special roofing details, roof drainage, roof penetrations,

equipment curbs, and condition of other construction that affects roofing system.

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7. Review governing regulations and requirements for insurance and certificates if applicable.

8. Review temporary protection requirements for roofing system during and after installation.

9. Review roof observation and repair procedures after roofing installation.



1. For insulation and roof system component fasteners, include copy of FM Approvals' RoofNav listing.

B. Shop Drawings: Include plans, sections, details, and attachments to other work, including the following:

1. Layout and thickness of insulation.2. Base flashings and membrane terminations.3. Flashing details at penetrations.4. Roof plan showing orientation of steel roof deck and orientation of roof membrane,

fastening spacings, and patterns for mechanically fastened roofing system.5. Crickets, saddles, and tapered edge strips, including slopes.6. Insulation fastening patterns for corner, perimeter, and field-of-roof locations.7. Tie-in with adjoining air barrier.


A. Sample Warranties: For manufacturer's special warranties.


A. Maintenance Data: For roofing system to include in maintenance manuals.


A. Deliver roofing materials to Project site in original containers with seals unbroken and labeled with manufacturer's name, product brand name and type, date of manufacture, approval or listing agency markings, and directions for storing and mixing with other components.

B. Store liquid materials in their original undamaged containers in a clean, dry, protected location and within the temperature range required by roofing system manufacturer.

1. Protect stored liquid material from direct sunlight.2. Discard and legally dispose of liquid material that cannot be applied within its stated

shelf life.


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C. Protect roof insulation materials from physical damage and from deterioration by sunlight, moisture, soiling, and other sources.

1. Store in a dry location.2. Comply with insulation manufacturer's written instructions for handling, storing, and

protecting during installation.

D. Handle and store roofing materials, and place equipment in a manner to avoid permanent deflection of deck.


A. Weather Limitations: Proceed with installation only when existing and forecasted weather conditions permit roofing system to be installed according to manufacturer's written instructions and warranty requirements.

1.10 WARRANTY

A. Special Warranty: Manufacturer agrees to repair or replace components of roofing system that fail in materials or workmanship within specified warranty period.

1. Warranty Period: 10 years from date of Substantial Completion.

PART 2 - PRODUCTS


A. General Performance: Installed roofing system and flashings shall withstand specified uplift pressures, thermally induced movement, and exposure to weather without failure due to defective manufacture, fabrication, installation, or other defects in construction. Roof system and flashings shall remain watertight.

1. Accelerated Weathering: Roof membrane shall withstand 2000 hours of exposure when tested according to ASTM G 152, ASTM G 154, or ASTM G 155.

2. Impact Resistance: Roof membrane shall resist impact damage when tested according to ASTM D 3746/D 3746M, ASTM D 4272/D 4272M, or the "Resistance to Foot Traffic Test" in FM Approvals 4470.

B. Material Compatibility: Roofing materials shall be compatible with one another and adjacent materials under conditions of service and application required, as demonstrated by roof membrane manufacturer based on testing and field experience.

C. Exterior Fire-Test Exposure: ASTM E 108 or UL 790, Class A; for application and roof slopes indicated; testing by a qualified testing agency.


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2.2 BASE SHEET MATERIALS

A. SBS-Modified Bitumen Fiberglass Mat Base Sheet: ASTM D 6163/D 6163M, Type I, Grade S, SBS-modified asphalt sheet, reinforced with fiberglass fabric, smooth surfaced, suitable for cold adhesive or hot asphalt application method.


a. GAF.b. Siplast, Inc.c. Soprema, Inc.

B. Asphalt-Coated Fiberglass Mat Base Sheet: ASTM D 4601/D 4601M, Type II, nonperforated, asphalt-impregnated and -coated, glass-fiber sheet, dusted with fine mineral surfacing on both sides.

2.3 STYRENE-BUTADIENE-STYRENE (SBS) MODIFIED BITUMINOUS CAP SHEET

A. Granule-Surfaced Roofing Cap Sheet: ASTM D 6163/D 6163M, Type I, Grade G, SBS-modified asphalt sheet, reinforced with fiberglass fabric, suitable for cold adhesive or hot asphalt application method.


a. GAF.b. Siplast, Inc.c. Soprema, Inc.

2. Granule Color: Gray.

2.4 SUBSTRATE BOARDS

A. Substrate Board: ASTM C 1177/C 1177M, glass-mat, water-resistant gypsum substrate or ASTM C 1278/C 1278M, fiber-reinforced gypsum board.


a. CertainTeed Corporation.b. Georgia-Pacific Building Products.


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c. National Gypsum Company.d. United States Gypsum Company.

2. Thickness: 1/2 inch.3. Surface finish: Factory primed.

B. Fasteners: Factory-coated steel fasteners and metal or plastic plates complying with corrosion-resistance provisions in FM Approvals 4470, designed for fastening substrate board to roof deck.

2.5 ROOF INSULATION

A. General: Preformed roof insulation boards, manufactured or approved by roof membrane manufacturer,.

B. Extruded-Polystyrene Board Insulation: ASTM C 578, Type IV, 1.6-lb/cu. ft. minimum density, 25-psi minimum compressive strength, square edged.


a. DiversiFoam Products.b. Dow Chemical Company (The).c. Kingspan Insulation Limited.d. Owens Corning.

2. Thermal Resistance: R-value of 5.0 per inch.3. Size: 48 by 48 inches.4. Thickness:

a. Base Layer: 1-1/2 inches.

2.6 INSULATION ACCESSORIES

A. General: Roof insulation accessories recommended by insulation manufacturer for intended use and compatibility with other roofing system components.

B. Insulation Adhesive: Insulation manufacturer's recommended adhesive formulated to attach roof insulation to substrate or to another insulation layer as follows:

1. Modified asphaltic, asbestos-free, cold-applied adhesive.


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PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements and other conditions affecting performance of the Work.

1. Verify that roof openings and penetrations are in place, curbs are set and braced, and roof-drain bodies are securely clamped in place.

2. Verify that wood cants, blocking, curbs, and nailers are securely anchored to roof deck at penetrations and terminations and that nailers match thicknesses of insulation.

3. Verify that surface plane flatness and fastening of steel roof deck complies with requirements in Section 053100 "Steel Decking."

4. Verify that deck is securely fastened with no projecting fasteners and with no adjacent units in excess of 1/16 inch out of plane relative to adjoining deck.

B. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 PREPARATION

A. Clean substrate of dust, debris, moisture, and other substances detrimental to roofing installation according to roofing system manufacturer's written instructions.

1. Remove sharp projections.

B. Prevent materials from entering and clogging roof drains and conductors and from spilling or migrating onto surfaces of other construction.

1. Remove roof-drain plugs when no work is taking place or when rain is forecast.

C. Perform fastener-pullout tests according to roof system manufacturer's recommendations.

1. Submit test result within 24 hours of performing tests.

a. Include manufacturer's requirements for any revision to previously submitted fastener patterns required to achieve specified wind uplift requirements.

D. Install sound absorbing insulation strips in ribs of acoustical roof decks according to acoustical roof deck manufacturer's written instructions.


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3.3 ROOFING INSTALLATION, GENERAL

A. Install roofing system according to roofing system manufacturer's written instructions, FM Approvals' RoofNav assembly requirements, and FM Global Property Loss Prevention Data Sheet 1-29.

B. Complete terminations and base flashings, and provide temporary seals to prevent water from entering completed sections of roofing system at the end of the workday or when rain is forecast.

1. Remove and discard temporary seals before beginning work on adjoining roofing.

C. Install roof membrane and auxiliary materials to tie in to existing roofing to maintain weathertightness of transition.

D. Asphalt Heating: Heat and apply SEBS-modified roofing asphalt according to roofing system manufacturer's written instructions.

E. Substrate-Joint Penetrations: Prevent roofing asphalt and adhesives from penetrating substrate joints, entering building, or damaging roofing system components or adjacent building construction.

3.4 SUBSTRATE BOARD INSTALLATION

A. Install substrate board with long joints in continuous straight lines, with end joints staggered not less than 24 inches in adjacent rows.

1. At steel roof decks, install substrate board at right angle to flutes of deck.

a. Locate end joints over crests of steel roof deck.

2. Tightly butt substrate boards together.3. Cut substrate board to fit tight around penetrations and projections, and to fit tight to

intersecting sloping roof decks.

4. Loosely lay substrate board over roof deck.

3.5 INSULATION INSTALLATION

A. Coordinate installing roofing system components, so insulation is not exposed to precipitation or left exposed at the end of the workday.

B. Comply with roofing system and insulation manufacturer's written instructions for installing roof insulation.

C. Installation Over Metal Decking:


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1. Install base layer of insulation with joints staggered not less than 24 inches in adjacent rows.

a. Locate end joints over crests of decking.b. Where installing composite and noncomposite insulation in two or more layers,

install noncomposite board insulation for bottom layer and intermediate layers, if applicable, and install composite board insulation for top layer.

c. Trim insulation neatly to fit around penetrations and projections, and to fit tight to intersecting sloping roof decks.

d. Make joints between adjacent insulation boards not more than 1/4 inch in width.e. At internal roof drains, slope insulation to create a square drain sump, with each

side equal to the diameter of the drain bowl plus 24 inches.

1) Trim insulation, so that water flow is unrestricted.

f. Fill gaps exceeding 1/4 inch with insulation.g. Cut and fit insulation within 1/4 inch of nailers, projections, and penetrations.h. Mechanically attach base layer of insulation and substrate board using mechanical

fasteners specifically designed and sized for fastening specified board-type roof insulation to metal decks.

1) Fasten insulation to resist specified uplift pressure at corners, perimeter, and field of roof.

2. Install upper layers of insulation , with joints of each layer offset not less than 12 inches from previous layer of insulation.

a. Install with long joints continuous and with end joints staggered not less than 12 inches in adjacent rows.

b. Trim insulation neatly to fit around penetrations and projections, and to fit tight to intersecting sloping roof decks.

c. Make joints between adjacent insulation boards not more than 1/4 inch in width.d. At internal roof drains, slope insulation to create a square drain sump, with each

side equal to the diameter of the drain bowl plus 24 inches.e. Trim insulation, so that water flow is unrestricted.f. Fill gaps exceeding 1/4 inch with insulation.g. Cut and fit insulation within 1/4 inch of nailers, projections, and penetrations.

3.6 ROOFING MEMBRANE INSTALLATION, GENERAL

A. Install roofing system according to roofing system manufacturer's written instructions and applicable recommendations in ARMA/NRCA's "Quality Control Guidelines for the Application of Polymer Modified Bitumen Roofing."

B. Start installation of roofing in presence of roofing system manufacturer's technical personnel.

C. Where roof slope exceeds 1/2 inch per 12 inches , install roofing membrane sheets parallel with slope.


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D. Coordinate installation of roofing system so insulation and other components of the roofing system not permanently exposed are not subjected to precipitation or left uncovered at the end of the workday or when rain is forecast.

1. Provide tie-offs at end of each day's work to cover exposed roofing sheets and insulation with a course of coated felt set in roofing cement or hot roofing asphalt, with joints and edges sealed.

2. Complete terminations and base flashings, and provide temporary seals to prevent water from entering completed sections of roofing system.

3. Remove and discard temporary seals before beginning work on adjoining roofing.

3.7 BASE SHEET INSTALLATION

A. Before installing, unroll base sheet, cut into workable lengths, and allow to lie flat for a time period recommended by manufacturer for the ambient temperature.

B. Loosely lay one course of sheathing paper, lapping edges and ends a minimum of 2 inches and 6 inches, respectively.

C. Installation of SBS-Modified Fiberglass-Mat Base Sheet:

1. Install base sheet according to roofing manufacturer's written instructions, starting at low point of roofing system.

2. Extend roofing sheets over and terminate above cants.3. Install base sheet in a shingle fashion.4. Adhere to substrate in a uniform coating of cold-applied adhesive.5. Torch apply to substrate.

a. Perform torch application according to NFPA 241, including two-hour fire watch after torches have been extinguished.

6. Install base sheet without wrinkles, rears, and free from air pockets.7. Laps: Accurately align roofing sheets, without stretching, and maintain uniform side and

end laps.

a. Lap side laps as recommended by roof membrane manufacturer but not less than 3 inches.

b. Lap end laps as recommended by roof membrane manufacturer but not less than 12 inches.

c. Stagger end laps not less than 18 inches.d. Completely bond and seal laps, leaving no voids.e. Roll laps with a 20-pound roller.

8. Repair tears and voids in laps and lapped seams not completely sealed.9. Apply pressure to the body of the base sheet according to manufacturer's instructions, to

remove air pockets and to result in complete adhesion of base sheet to substrate.

D. Installation of Asphalt-Coated Fiberglass-Mat Base Sheet:


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1. Install base sheet according to roofing manufacturer's written instructions, starting at low point of roofing system.

2. Extend roofing sheets over and terminate above cants.3. Install base sheet in a shingle fashion.4. Adhere to substrate in a uniform coating of cold-applied adhesive.5. Install base sheet without wrinkles or tears, and free from air pockets.6. Laps: Accurately align roofing sheets, without stretching, and maintain uniform side and

end laps.

a. Lap side laps as recommended by roof membrane manufacturer but not less than 3 inches.

b. Lap end laps as recommended by roof membrane manufacturer but not less than 12 inches.

c. Stagger end laps not less than 18 inches.d. Completely bond and seal laps, leaving no voids.

7. Repair tears and voids in laps and lapped seams not completely sealed.

3.8 SBS-MODIFIED BITUMINOUS CAP SHEET INSTALLATION

A. Before installing, unroll cap sheet, cut into workable lengths, and allow to lie flat for a time period recommended by manufacturer for the ambient temperature at which cap sheet will be installed.

B. Install modified bituminous roofing cap sheet according to roofing manufacturer's written instructions, starting at low point of roofing system.

1. Extend cap sheet over and terminate above cants.2. Install cap sheet in a shingle fashion.3. Install cap sheet as follows:

a. Adhere to substrate in a solid mopping of hot roofing asphalt applied at asphalt temperature recommended by cap sheet manufacturer.

b. Adhere to substrate in cold-applied adhesive.c. Torch apply to substrate.

1) Perform torch application according to NFPA 241, including two-hour fire watch after torches have been extinguished.

4. Install cap sheet without wrinkles or tears, and free from air pockets.5. Install cap sheet, so side and end laps shed water.

C. Laps: Accurately align roofing sheets, without stretching, and maintain uniform side and end laps.

1. Lap side laps as recommended by roof membrane manufacturer but not less than 3 inches.

2. Lap end laps as recommended by roof membrane manufacturer but not less than 12 inches.


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3. Stagger end laps not less than 18 inches.4. Completely bond and seal laps, leaving no voids.5. Roll laps with a 20-pound roller.6. Repair tears and voids in laps and lapped seams not completely sealed.

D. Apply pressure to the body of the cap sheet according to manufacturer's instructions, to remove air pockets and to result in complete adhesion of base sheet to substrate.

E. Apply roofing granules of same color as roof membrane to cover exuded bead at laps while bead is hot, to provide a continuous color appearance.

3.9 FIELD QUALITY CONTROL

A. Perform the following tests:

1. Flood Testing: Flood test each roofing area for leaks, according to recommendations in ASTM D 5957, after completing roofing and flashing but before overlying construction is placed. Install temporary containment assemblies, plug or dam drains, and flood with potable water.

a. Perform tests before overlying construction is placed.b. Flood each area for 48 hours.c. After flood testing, repair leaks, repeat flood tests, and make further repairs until

roofing and flashing installations are watertight.

1) Cost of retesting is the responsibility of the Contractor.

d. Testing agency shall prepare survey report indicating locations of initial leaks, if any, and final survey report.

2. Testing agency shall prepare survey report indicating locations of initial discontinuities, if any.

B. Final Roof Inspection: Arrange for roofing system manufacturer's technical personnel to inspect roofing installation on completion, in presence of Architect, and to prepare inspection report.

1. Notify Architect and Owner 48 hours in advance of date and time of inspection.

C. Repair or remove and replace components of roofing system where inspections indicate that they do not comply with specified requirements.

D. Roofing system will be considered defective if it does not pass tests and inspections.

1. Additional testing and inspecting, at Contractor's expense, will be performed to determine if replaced or additional work complies with specified requirements.


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3.10 PROTECTING AND CLEANING

A. Protect roofing system from damage and wear during remainder of construction period.

1. When remaining construction does not affect or endanger roofing, inspect roofing system for deterioration and damage, describing its nature and extent in a written report, with copies to Architect and Owner.

B. Correct deficiencies in or remove roofing system that does not comply with requirements, repair substrates, and repair or reinstall roofing system to a condition free of damage and deterioration at time of Substantial Completion and according to warranty requirements.

C. Clean overspray and spillage from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction.



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SECTION 076200 - SHEET METAL FLASHING AND TRIM

PART 1 - GENERAL



1.2 SUMMARY


1. Formed sheet metal fabrications.

1.3 COORDINATION

A. Coordinate sheet metal flashing and trim layout and seams with sizes and locations of penetrations to be flashed, and joints and seams in adjacent materials.

B. Coordinate sheet metal flashing and trim installation with adjoining roofing and wall materials, joints, and seams to provide leakproof, secure, and noncorrosive installation.


A. Preinstallation Conference: Conduct conference at Project site.

1. Review construction schedule. Verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays.

2. Review special roof details, roof drainage, roof-penetration flashing, equipment curbs, and condition of other construction that affect sheet metal flashing and trim.

3. Review requirements for insurance and certificates if applicable.4. Review sheet metal flashing observation and repair procedures after flashing installation.


A. Product Data: For each of the following

1. Elastomeric sealant.

B. Shop Drawings: For sheet metal flashing and trim.

1. Include plans, elevations, sections, and attachment details.

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2. Detail fabrication and installation layouts, expansion-joint locations, and keyed details. Distinguish between shop- and field-assembled Work.

3. Include identification of material, thickness, weight, and finish for each item and location in Project.

4. Include details for forming, including profiles, shapes, seams, and dimensions.5. Include details for joining, supporting, and securing, including layout and spacing of

fasteners, cleats, clips, and other attachments. Include pattern of seams.6. Include details of termination points and assemblies.7. Include details of special conditions.8. Include details of connections to adjoining work.9. Detail formed flashing and trim at scale of not less than 1-1/2 inches per 12 inches.

C. Samples for Initial Selection: For each type of sheet metal and accessory indicated with factory-applied finishes.

D. Samples for Verification: For each type of exposed finish.

1. Sheet Metal Flashing: 12 inches long by actual width of unit, including finished seam and in required profile. Include fasteners, cleats, clips, closures, and other attachments.

2. Anodized Aluminum Samples: Samples to show full range to be expected for each color required.


A. Do not store sheet metal flashing and trim materials in contact with other materials that might cause staining, denting, or other surface damage.

1. Store sheet metal flashing and trim materials away from uncured concrete and masonry.2. Protect stored sheet metal flashing and trim from contact with water.

B. Protect strippable protective covering on sheet metal flashing and trim from exposure to sunlight and high humidity, except to extent necessary for period of sheet metal flashing and trim installation.

1.7 WARRANTY

A. Special Warranty on Finishes: Manufacturer agrees to repair finish or replace sheet metal flashing and trim that shows evidence of deterioration of factory-applied finishes within specified warranty period.

1. Exposed Panel Finish: Deterioration includes, but is not limited to, the following:

a. Color fading more than 5 Delta units when tested in accordance with ASTM D2244.

b. Chalking in excess of a No. 8 rating when tested in accordance with ASTM D4214.

c. Cracking, checking, peeling, or failure of paint to adhere to bare metal.



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2. Finish Warranty Period: 10 years from date of Substantial Completion.

PART 2 - PRODUCTS


A. General: Sheet metal flashing and trim assemblies, including cleats, anchors, and fasteners, shall withstand wind loads, structural movement, thermally induced movement, and exposure to weather without failure due to defective manufacture, fabrication, installation, or other defects in construction. Completed sheet metal flashing and trim shall not rattle, leak, or loosen, and shall remain watertight.

B. Sheet Metal Standard for Flashing and Trim: Comply with SMACNA's "Architectural Sheet Metal Manual" requirements for dimensions and profiles shown unless more stringent requirements are indicated.

C. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes to prevent buckling, opening of joints, overstressing of components, failure of joint sealants, failure of connections, and other detrimental effects. Base calculations on surface temperatures of materials due to both solar heat gain and nighttime-sky heat loss.

1. Temperature Change: 120 deg F, ambient; 180 deg F, material surfaces.

2.2 SHEET METALS

A. General: Protect mechanical and other finishes on exposed surfaces from damage by applying strippable, temporary protective film before shipping.

B. Aluminum Sheet: ASTM B209, alloy as standard with manufacturer for finish required, with temper as required to suit forming operations and performance required; with surface.

1. Exposed Coil-Coated Finish:

a. Two-Coat Fluoropolymer: AAMA 2605. Fluoropolymer finish containing not less than 70 percent polyvinylidene fluoride (PVDF) resin by weight in color coat. Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions.

2. Color: Match aluminum panels per Section 074213.23 "Metal Composite Materials Wall Panels".



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A. Fasteners: Wood screws, annular threaded nails, self-tapping screws, self-locking rivets and bolts, and other suitable fasteners designed to withstand design loads and recommended by manufacturer of primary sheet metal.

1. General: Blind fasteners or self-drilling screws, gasketed, with hex-washer head.

a. Blind Fasteners: High-strength aluminum or stainless steel rivets suitable for metal being fastened.

2. Fasteners for Aluminum Sheet: Aluminum or Series 300 stainless steel.

B. Elastomeric Sealant: ASTM C920, elastomeric polyurethane polymer sealant; of type, grade, class, and use classifications required to seal joints in sheet metal flashing and trim and remain watertight.

2.4 FABRICATION, GENERAL

A. Custom fabricate sheet metal flashing and trim to comply with details indicated and recommendations in cited sheet metal standard that apply to design, dimensions, geometry, metal thickness, and other characteristics of item required.

1. Fabricate sheet metal flashing and trim in shop to greatest extent possible.2. Fabricate sheet metal flashing and trim in thickness or weight needed to comply with

performance requirements, but not less than that specified for each application and metal.3. Verify shapes and dimensions of surfaces to be covered and obtain field measurements

for accurate fit before shop fabrication.4. Form sheet metal flashing and trim to fit substrates without excessive oil-canning,

buckling, and tool marks; true to line, levels, and slopes; and with exposed edges folded back to form hems.

5. Conceal fasteners and expansion provisions where possible. Do not use exposed fasteners on faces exposed to view.

B. Fabrication Tolerances:

1. Fabricate sheet metal flashing and trim that is capable of installation to a tolerance of 1/4 inch in 20 feet on slope and location lines indicated on Drawings and within 1/8-inch offset of adjoining faces and of alignment of matching profiles.

2. Fabricate sheet metal flashing and trim that is capable of installation to tolerances specified.

C. Expansion Provisions: Form metal for thermal expansion of exposed flashing and trim.

1. Form expansion joints of intermeshing hooked flanges, not less than 1 inch deep, filled with butyl sealant concealed within joints.



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2. Use lapped expansion joints only where indicated on Drawings.

D. Sealant Joints: Where movable, nonexpansion-type joints are required, form metal in accordance with cited sheet metal standard to provide for proper installation of elastomeric sealant.

E. Fabricate cleats and attachment devices from same material as accessory being anchored or from compatible, noncorrosive metal.

F. Fabricate cleats and attachment devices of sizes as recommended by cited sheet metal standard for application, but not less than thickness of metal being secured.

G. Seams:

1. Seams for Aluminum: Fabricate nonmoving seams with flat-lock seams. Form seams and seal with epoxy seam sealer.

H. Do not use graphite pencils to mark metal surfaces.

2.5 ROOF-DRAINAGE SHEET METAL FABRICATIONS

A. Parapet Scuppers: Fabricate scuppers to dimensions required, with closure flange trim to exterior, 4-inch- wide wall flanges to interior, and base extending 4 inches beyond cant or tapered strip into field of roof. Fabricate from the following materials:

1. Aluminum: [0.032 inch] <Insert dimension> thick.2. Stainless Steel: 0.019 inch thick.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates, areas, and conditions, with installer present, for compliance with requirements for installation tolerances, substrate, and other conditions affecting performance of the Work.

1. Verify compliance with requirements for installation tolerances of substrates.2. Verify that substrate is sound, dry, smooth, clean, sloped for drainage, and securely

anchored.3. Verify that air- or water-resistant barriers have been installed over sheathing or backing

substrate to prevent air infiltration or water penetration.




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3.2 INSTALLATION OF UNDERLAYMENT

A. Install slip sheet, wrinkle free, directly on substrate before installing sheet metal flashing and trim.

1. Install in shingle fashion to shed water.2. Lapp joints not less than 4 inches.


A. Install sheet metal flashing and trim to comply with details indicated and recommendations of cited sheet metal standard that apply to installation characteristics required unless otherwise indicated on Drawings.

1. Install fasteners, protective coatings, separators, sealants, and other miscellaneous items as required to complete sheet metal flashing and trim system.

2. Install sheet metal flashing and trim true to line, levels, and slopes. Provide uniform, neat seams with minimum exposure of sealant.

3. Anchor sheet metal flashing and trim and other components of the Work securely in place, with provisions for thermal and structural movement.

4. Install sheet metal flashing and trim to fit substrates and to result in watertight performance.

5. Install continuous cleats with fasteners spaced not more than 12 inches o.c.6. Space individual cleats not more than 12 inches apart. Attach each cleat with at least two

fasteners. Bend tabs over fasteners.7. Install exposed sheet metal flashing and trim with limited oil-canning, and free of

buckling and tool marks.8. Do not field cut sheet metal flashing and trim by torch.9. Do not use graphite pencils to mark metal surfaces.

B. Metal Protection: Where dissimilar metals contact each other, or where metal contacts pressure-treated wood or other corrosive substrates, protect against galvanic action or corrosion by painting contact surfaces with bituminous coating or by other permanent separation as recommended by sheet metal manufacturer or cited sheet metal standard.

1. Coat concealed side of uncoated-aluminum sheet metal flashing and trim with bituminous coating where flashing and trim contact wood, ferrous metal, or cementitious construction.

2. Underlayment: Where installing sheet metal flashing and trim directly on cementitious or wood substrates, install underlayment and cover with slip sheet.

C. Expansion Provisions: Provide for thermal expansion of exposed flashing and trim.

1. Space movement joints at maximum of 10 feet with no joints within 24 inches of corner or intersection.



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2. Form expansion joints of intermeshing hooked flanges, not less than 1 inch deep, filled with sealant concealed within joints.

3. Use lapped expansion joints only where indicated on Drawings.

D. Fasteners: Use fastener sizes that penetrate substrate not less than recommended by fastener manufacturer to achieve maximum pull-out resistance.

E. Conceal fasteners and expansion provisions where possible in exposed work and locate to minimize possibility of leakage. Cover and seal fasteners and anchors as required for a tight installation.

F. Seal joints as required for watertight construction.

1. Use sealant-filled joints unless otherwise indicated.

a. Form joints to completely conceal sealant.b. When ambient temperature at time of installation is between 40 and 70 deg F, set

joint members for 50 percent movement each way.c. Adjust setting proportionately for installation at higher ambient temperatures.

1) Do not install sealant-type joints at temperatures below 40 deg F.

2. Prepare joints and apply sealants to comply with requirements in Section 079200 "Joint Sealants."

3.4 INSTALLATION OF ROOF-DRAINAGE SYSTEM

A. Install sheet metal roof-drainage items to produce complete roof-drainage system in accordance with cited sheet metal standard unless otherwise indicated. Coordinate installation of roof perimeter flashing with installation of roof-drainage system.

B. Parapet Scuppers:

1. Continuously support scupper, set to correct elevation, and seal flanges to interior wall face, over cants or tapered edge strips, and under roofing membrane.

2. Anchor scupper closure trim flange to exterior wall and seal with elastomeric sealant to scupper.

3. Loosely lock front edge of scupper with conductor head.4. Seal with elastomeric sealant exterior wall scupper flanges into back of conductor head.

3.5 INSTALLATION TOLERANCES

A. Installation Tolerances: Shim and align sheet metal flashing and trim within installed tolerance of 1/4 inch in 20 feet on slope and location lines indicated on Drawings and within 1/8-inch offset of adjoining faces and of alignment of matching profiles.



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3.6 CLEANING

A. Clean exposed metal surfaces of substances that interfere with uniform oxidation and weathering.

B. Clean off excess sealants.

3.7 PROTECTION

A. Remove temporary protective coverings and strippable films as sheet metal flashing and trim are installed unless otherwise indicated in manufacturer's written installation instructions.

B. On completion of sheet metal flashing and trim installation, remove unused materials and clean finished surfaces as recommended in writing by sheet metal flashing and trim manufacturer.

C. Maintain sheet metal flashing and trim in clean condition during construction.

D. Replace sheet metal flashing and trim that have been damaged or that have deteriorated beyond successful repair by finish touchup or similar minor repair procedures, as determined by Architect.




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SECTION 083113 - ACCESS DOORS AND FRAMES

PART 1 - GENERAL



1.2 SUMMARY

A. Section includes access doors and frames for walls and ceilings.

1.3 ALLOWANCES

A. Access doors and frames are part of an access door and frame allowance.

1. Provide minimum of four access doors. Coordinate locations with electrical subcontractor.



1. Include construction details material descriptions, dimensions of individual components and profiles, and finishes.

PART 2 - PRODUCTS

2.1 ACCESS DOORS AND FRAMES

A. Flush Access Doors with Exposed Flanges :

1. Description: Face of door flush with frame, with exposed flange and concealed hinge.2. Locations: Wall and ceiling.3. Door Size: as required to provide access to electrical installations.4. Metallic-Coated Steel Sheet for Door: Nominal 0.064 inch, 16 gage, factory primed.5. Frame Material: Same material, thickness, and finish as door.6. Latch and Lock: Cam latch, screwdriver operated.

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2.2 MATERIALS

A. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M.

B. Metallic-Coated Steel Sheet: ASTM A 653/A 653M, Commercial Steel (CS), Type B; with minimum G60 or A60 metallic coating.

C. Frame Anchors: Same material as door face.

D. Inserts, Bolts, and Anchor Fasteners: Hot-dip galvanized steel according to ASTM A 153/A 153M or ASTM F 2329.

2.3 FABRICATION

A. General: Provide access door and frame assemblies manufactured as integral units ready for installation.

B. Metal Surfaces: For metal surfaces exposed to view in the completed Work, provide materials with smooth, flat surfaces without blemishes. Do not use materials with exposed pitting, seam marks, roller marks, rolled trade names, or roughness.

C. Doors and Frames: Grind exposed welds smooth and flush with adjacent surfaces. Furnish mounting holes, attachment devices and fasteners of type required to secure access doors to types of supports indicated.

D. Recessed Access Doors: Form face of panel to provide recess for application of applied finish. Reinforce panel as required to prevent buckling. Provide access sleeves for each latch operator and install in holes cut through finish.

1. For recessed doors with plaster infill, provide self-furring expanded-metal lath attached to door panel.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates for compliance with requirements for installation tolerances and other conditions affecting performance of the Work.


3.2 INSTALLATION

A. Comply with manufacturer's written instructions for installing access doors and frames.



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3.3 ADJUSTING

A. Adjust doors and hardware, after installation, for proper operation.




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SECTION 092216 - NON-STRUCTURAL METAL FRAMING

PART 1 - GENERAL



1.2 SUMMARY


1. Non-load-bearing steel framing systems for interior partitions.2. Suspension systems for interior ceilings and soffits.3. Grid suspension systems for gypsum board ceilings.

PART 2 - PRODUCTS


A. Fire-Test-Response Characteristics: For fire-resistance-rated assemblies that incorporate non-load-bearing steel framing, provide materials and construction identical to those tested in assembly indicated, according to ASTM E 119 by an independent testing agency.

B. STC-Rated Assemblies: For STC-rated assemblies, provide materials and construction identical to those tested in assembly indicated on Drawings, according to ASTM E 90 and classified according to ASTM E 413 by an independent testing agency.

C. Horizontal Deflection: For [composite] [non-composite] wall assemblies, limited to [1/240] [1/360] of the wall height based on horizontal loading of [5 lbf/sq. ft.] [10 lbf/sq. ft.] <Insert value>.

2.2 FRAMING SYSTEMS

A. Framing Members, General: Comply with ASTM C 754 for conditions indicated.

1. Steel Sheet Components: Comply with ASTM C 645 requirements for steel unless otherwise indicated.

2. Protective Coating: ASTM A 653/A 653M, G60, hot-dip galvanized unless otherwise indicated.

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B. Studs and Tracks: ASTM C 645.

1. Steel Studs and Tracks:

a. Minimum Base-Steel Thickness: As required by performance requirements for horizontal deflection.

b. Depth: As indicated on Drawings.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine areas and substrates, with Installer present, and including welded hollow-metal frames, cast-in anchors, and structural framing, for compliance with requirements and other conditions affecting performance of the Work.


3.2 PREPARATION

A. Suspended Assemblies: Coordinate installation of suspension systems with installation of overhead structure to ensure that inserts and other provisions for anchorages to building structure have been installed to receive hangers at spacing required to support the Work and that hangers will develop their full strength.

1. Furnish concrete inserts and other devices indicated to other trades for installation in advance of time needed for coordination and construction.

B. Coordination with Sprayed Fire-Resistive Materials:

1. Before sprayed fire-resistive materials are applied, attach offset anchor plates or ceiling tracks to surfaces indicated to receive sprayed fire-resistive materials. Where offset anchor plates are required, provide continuous plates fastened to building structure not more than 24 inches o.c.

2. After sprayed fire-resistive materials are applied, remove them only to extent necessary for installation of non-load-bearing steel framing. Do not reduce thickness of fire-resistive materials below that are required for fire-resistance ratings indicated. Protect adjacent fire-resistive materials from damage.


A. Installation Standard: ASTM C 754.

1. Gypsum Plaster Assemblies: Also comply with requirements in ASTM C 841 that apply to framing installation.



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2. Portland Cement Plaster Assemblies: Also comply with requirements in ASTM C 1063 that apply to framing installation.

3. Gypsum Veneer Plaster Assemblies: Also comply with requirements in ASTM C 844 that apply to framing installation.

4. Gypsum Board Assemblies: Also comply with requirements in ASTM C 840 that apply to framing installation.

B. Install framing and accessories plumb, square, and true to line, with connections securely fastened.

C. Install supplementary framing, and blocking to support fixtures, equipment services, heavy trim, grab bars, toilet accessories, furnishings, or similar construction.

D. Install bracing at terminations in assemblies.

E. Do not bridge building control and expansion joints with non-load-bearing steel framing members. Frame both sides of joints independently.

3.4 INSTALLING FRAMED ASSEMBLIES

A. Install framing system components according to spacings indicated, but not greater than spacings required by referenced installation standards for assembly types.

1. Single-Layer Application: unless otherwise indicated.2. Multilayer Application: unless otherwise indicated.3. Tile Backing Panels: unless otherwise indicated.

B. Where studs are installed directly against exterior masonry walls or dissimilar metals at exterior walls, install isolation strip between studs and exterior wall.

C. Install studs so flanges within framing system point in same direction.

D. Install tracks at floors and overhead supports. Extend framing full height to structural supports or substrates above suspended ceilings except where partitions are indicated to terminate at suspended ceilings. Continue framing around ducts that penetrate partitions above ceiling.

1. Door Openings: Screw vertical studs at jambs to jamb anchor clips on door frames; install track section (for cripple studs) at head and secure to jamb studs.

a. Install two studs at each jamb unless otherwise indicated.b. Install cripple studs at head adjacent to each jamb stud, with a minimum 1/2-inch

clearance from jamb stud to allow for installation of control joint in finished assembly.

c. Extend jamb studs through suspended ceilings and attach to underside of overhead structure.

2. Other Framed Openings: Frame openings other than door openings the same as required for door openings unless otherwise indicated. Install framing below sills of openings to match framing required above door heads.



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3. Fire-Resistance-Rated Partitions: Install framing to comply with fire-resistance-rated assembly indicated and support closures and to make partitions continuous from floor to underside of solid structure.

a. Firestop Track: Where indicated, install to maintain continuity of fire-resistance-rated assembly indicated.

4. Sound-Rated Partitions: Install framing to comply with sound-rated assembly indicated.5. Curved Partitions:

a. Bend track to uniform curve and locate straight lengths so they are tangent to arcs.b. Begin and end each arc with a stud, and space intermediate studs equally along

arcs. On straight lengths of no fewer than two studs at ends of arcs, place studs 6 inches o.c.

E. Direct Furring:

1. Screw to wood framing.2. Attach to concrete or masonry with stub nails, screws designed for masonry attachment,

or powder-driven fasteners spaced 24 inches o.c.

F. Installation Tolerance: Install each framing member so fastening surfaces vary not more than 1/8 inch from the plane formed by faces of adjacent framing.




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SECTION 099123 - INTERIOR PAINTING

PART 1 - GENERAL



1.2 SUMMARY

A. Section includes surface preparation and the application of paint systems on the following interior substrates:

1. Gypsum board.

1.3 DEFINITIONS

A. Gloss Level 2: Not more than 10 units at 60 degrees and 10 to 35 units at 85 degrees, according to ASTM D 523.


A. Product Data: For each type of product. Include preparation requirements and application instructions.

B. Samples for Initial Selection: For each type of topcoat product.

C. Samples for Verification: For each type of paint system and in each color and gloss of topcoat.

1. Submit Samples on rigid backing, 8 inches square.2. Step coats on Samples to show each coat required for system.3. Label each coat of each Sample.4. Label each Sample for location and application area.


A. Store materials not in use in tightly covered containers in well-ventilated areas with ambient temperatures continuously maintained at not less than 45 deg F.

1. Maintain containers in clean condition, free of foreign materials and residue.2. Remove rags and waste from storage areas daily.

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A. Apply paints only when temperature of surfaces to be painted and ambient air temperatures are between 50 and 95 deg F.

B. Do not apply paints when relative humidity exceeds 85 percent; at temperatures less than 5 deg F above the dew point; or to damp or wet surfaces.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

1. Benjamin Moore & Co.2. ICI Paints.3. Sherwin-Williams Company (The).

2.2 PAINT, GENERAL

A. Material Compatibility:

1. Provide materials for use within each paint system that are compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience.

2. For each coat in a paint system, provide products recommended in writing by manufacturers of topcoat for use in paint system and on substrate indicated.

B. VOC Content: Products shall comply with VOC limits of authorities having jurisdiction.

1. Flat Paints and Coatings: 50 g/L.2. Nonflat Paints and Coatings: 150 g/L.3. Dry-Fog Coatings: 400 g/L.4. Primers, Sealers, and Undercoaters: 200 g/L.5. Anticorrosive and Antirust Paints Applied to Ferrous Metals: 250 g/L.6. Zinc-Rich Industrial Maintenance Primers: 340 g/L.7. Pretreatment Wash Primers: 420 g/L.8. Floor Coatings: 100 g/L.9. Shellacs, Clear: 730 g/L.10. Shellacs, Pigmented: 550 g/L.

C. Colors: As selected by Architect from manufacturer's full range.



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2.3 PRIMERS/SEALERS

A. Primer Sealer, Interior, Institutional Low Odor/VOC:

2.4 WATER-BASED PAINTS

A. Latex, Interior, Institutional Low Odor/VOC, (Gloss Level 2):

2.5 SOURCE QUALITY CONTROL

A. Testing of Paint Materials: Owner reserves the right to invoke the following procedure:

1. Owner will engage the services of a qualified testing agency to sample paint materials. Contractor will be notified in advance and may be present when samples are taken. If paint materials have already been delivered to Project site, samples may be taken at Project site. Samples will be identified, sealed, and certified by testing agency.

2. Testing agency will perform tests for compliance with product requirements.3. Owner may direct Contractor to stop applying coatings if test results show materials

being used do not comply with product requirements. Contractor shall remove noncomplying paint materials from Project site, pay for testing, and repaint surfaces painted with rejected materials. Contractor will be required to remove rejected materials from previously painted surfaces if, on repainting with complying materials, the two paints are incompatible.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates and conditions, with Applicator present, for compliance with requirements for maximum moisture content and other conditions affecting performance of the Work.

B. Maximum Moisture Content of Substrates: When measured with an electronic moisture meter as follows:

1. Gypsum Board: 12 percent.

C. Gypsum Board Substrates: Verify that finishing compound is sanded smooth.

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

E. Proceed with coating application only after unsatisfactory conditions have been corrected.

1. Application of coating indicates acceptance of surfaces and conditions.



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3.2 PREPARATION

A. Comply with manufacturer's written instructions and recommendations in "MPI Manual" applicable to substrates indicated.

B. Remove hardware, covers, plates, and similar items already in place that are removable and are not to be painted. If removal is impractical or impossible because of size or weight of item, provide surface-applied protection before surface preparation and painting.

1. After completing painting operations, use workers skilled in the trades involved to reinstall items that were removed. Remove surface-applied protection if any.

C. Clean substrates of substances that could impair bond of paints, including dust, dirt, oil, grease, and incompatible paints and encapsulants.

1. Remove incompatible primers and reprime substrate with compatible primers or apply tie coat as required to produce paint systems indicated.

3.3 APPLICATION

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

1. Use applicators and techniques suited for paint and substrate indicated.2. Paint surfaces behind movable equipment and furniture same as similar exposed surfaces.

Before final installation, paint surfaces behind permanently fixed equipment or furniture with prime coat only.

3. Paint front and backsides of access panels, removable or hinged covers, and similar hinged items to match exposed surfaces.

4. Do not paint over labels of independent testing agencies or equipment name, identification, performance rating, or nomenclature plates.

5. Primers specified in painting schedules may be omitted on items that are factory primed or factory finished if acceptable to topcoat manufacturers.

B. Tint each undercoat a lighter shade to facilitate identification of each coat if multiple coats of same material are to be applied. Tint undercoats to match color of topcoat, but provide sufficient difference in shade of undercoats to distinguish each separate coat.

C. If undercoats or other conditions show through topcoat, apply additional coats until cured film has a uniform paint finish, color, and appearance.

D. 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.



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3.4 FIELD QUALITY CONTROL

A. Dry Film Thickness Testing: Owner may engage the services of a qualified testing and inspecting agency to inspect and test paint for dry film thickness.

1. Contractor shall touch up and restore painted surfaces damaged by testing.2. If test results show that dry film thickness of applied paint does not comply with paint

manufacturer's written recommendations, Contractor shall pay for testing and apply additional coats as needed to provide dry film thickness that complies with paint manufacturer's written recommendations.

3.5 CLEANING AND PROTECTION

A. At end of each workday, remove rubbish, empty cans, rags, and other discarded materials from Project site.

B. After completing paint application, clean spattered surfaces. Remove spattered paints by washing, scraping, or other methods. Do not scratch or damage adjacent finished surfaces.

C. Protect work of other trades against damage from paint application. Correct damage to work of other trades by cleaning, repairing, replacing, and refinishing, as approved by Architect, and leave in an undamaged condition.

D. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces.

3.6 INTERIOR PAINTING SCHEDULE

A. Gypsum Board Substrates:

1. Institutional Low-Odor/VOC Latex System:

a. Prime Coat: Primer sealer, interior, institutional low odor/VOC.b. Intermediate Coat: Latex, interior, institutional low odor/VOC, matching topcoat.c. Topcoat: Latex, interior, institutional low odor/VOC, (Gloss Level 2).




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SECTION 101416 - PLAQUES

PART 1 - GENERAL



1.2 SUMMARY

A. Section includes plaques.



B. Shop Drawings: For plaques.

1. Include fabrication and installation details and attachments to other work.2. Show plaque mounting heights, locations of supplementary supports to be provided by

others, and accessories.3. Show message list, typestyles, graphic elements, and layout for each plaque at least half

size.

C. Samples for Initial Selection: For each type of plaque, exposed component, and exposed finish.

1. Include representative Samples of available typestyles and graphic symbols.

D. Samples for Verification: For each type of plaque showing all components and with the required finish(es), in manufacturer's standard size unless otherwise indicated and as follows:

1. Plaques: Full-size Sample.2. Exposed Accessories: Full-size Sample of each accessory type.


A. Maintenance Data: For plaques to include in maintenance manuals.


A. Installer Qualifications: An entity that employs installers and supervisors who are trained and approved by manufacturer.

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PART 2 - PRODUCTS

2.1 PLAQUES

A. Etched Plaque : Chemically etched or photochemically engraved metal sheet or plate with texture, border, and characters having uniform faces, sharp corners, and precisely formed lines and profiles; and as follows:

1. Plaque Material: Sheet or plate aluminum .2. Plaque Thickness: 0.250 inch.3. Finishes:

a. Integral Aluminum Finish: Clear anodized.

4. Integral Edge Style: Square cut, polished .5. Mounting: Concealed studs .6. Text and Typeface: and variable content as scheduled .

2.2 MATERIALS

A. Aluminum Sheet and Plate: ASTM B 209, alloy and temper recommended by aluminum producer and finisher for type of use and finish indicated.

2.3 ACCESSORIES

A. Fasteners and Anchors: Manufacturer's standard as required for secure anchorage of plaques, noncorrosive and compatible with each material joined, and complying with the following:

1. Use concealed fasteners and anchors unless indicated to be exposed.2. For exterior exposure, furnish stainless-steel devices unless otherwise indicated.3. Plaque Mounting Fasteners:

a. Concealed Studs: Concealed (blind), threaded studs welded or brazed to back of plaque, screwed into back of plaque, or screwed into tapped lugs cast integrally into back of plaque, unless otherwise indicated.

2.4 FABRICATION

A. General: Provide manufacturer's standard plaques according to requirements indicated.

1. Preassemble plaques in the shop to greatest extent possible. Disassemble plaques only as necessary for shipping and handling limitations. Clearly mark units for reassembly and installation; apply markings in locations concealed from view after final assembly.

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2. Mill joints to a tight, hairline fit. Form assemblies and joints exposed to weather to resist water penetration and retention.

3. Conceal connections if possible; otherwise, locate connections where they are inconspicuous.

4. Provide rebates, lugs, and brackets necessary to assemble components and to attach to existing work. Drill and tap for required fasteners. Use concealed fasteners where possible; use exposed fasteners that match plaque finish.

5. Castings: Fabricate castings free of warp, cracks, blowholes, pits, scale, sand holes, and other defects that impair appearance or strength. Grind, wire brush, sandblast, and buff castings to remove seams, gate marks, casting flash, and other casting marks before finishing.

B. Surface-Engraved Graphics: Machine engrave characters and other graphic devices into panel surface indicated to produce precisely formed copy, incised to uniform depth.

1. Engraved Metal: Fill engraved graphics with manufacturer's standard baked enamel.

C. Brackets: Fabricate brackets, fittings, and hardware for bracket-mounted plaques to suit plaque construction and mounting conditions indicated. Modify manufacturer's standard brackets as required.

2.5 GENERAL FINISH REQUIREMENTS

A. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping.

B. Appearance of Finished Work: Noticeable variations in same piece are not acceptable. Variations in appearance of adjoining components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast.

2.6 ALUMINUM FINISHES

A. Clear Anodic Finish: AAMA 611, Class I, 0.018 mm or thicker.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of plaque work.

B. Verify that plaque-support surfaces are within tolerances to accommodate plaques without gaps or irregularities between backs of plaques and support surfaces unless otherwise indicated.


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3.2 INSTALLATION

A. General: Install plaques using mounting methods indicated and according to manufacturer's written instructions.

1. Install plaques level, plumb, true to line, and at locations and heights indicated, with plaque surfaces free of distortion and other defects in appearance.

2. Install plaques so they do not protrude or obstruct according to the accessibility standard.3. Before installation, verify that plaque surfaces are clean and free of materials or debris

that would impair installation.4. Corrosion Protection: Coat concealed surfaces of exterior aluminum in contact with

grout, concrete, masonry, wood, or dissimilar metals, with a heavy coat of bituminous paint.

B. Mounting Methods:

1. Concealed Studs: Using a template, drill holes in substrate aligning with studs on back of plaque. Remove loose debris from hole and substrate surface.

a. Masonry Substrates: Fill holes with adhesive. Leave recess space in hole for displaced adhesive. Place plaque in position and push until flush to surface, embedding studs in holes. Temporarily support plaque in position until adhesive fully sets.

2. Brackets: Remove loose debris from substrate surface and install bracket supports in position so that plaque is correctly located and aligned.


A. Remove and replace damaged or deformed plaques and plaques that do not comply with specified requirements. Replace plaques with damaged or deteriorated finishes or components that cannot be successfully repaired by finish touchup or similar minor repair procedures.

B. Remove temporary protective coverings and strippable films as plaques are installed.

C. On completion of installation, clean exposed surfaces of plaques according to manufacturer's written instructions, and touch up minor nicks and abrasions in finish. Maintain plaques in a clean condition during construction and protect from damage until acceptance by Owner.


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SECTION 101419 - DIMENSIONAL LETTER SIGNAGE

PART 1 - GENERAL



1.2 SUMMARY


1. Fabricated channel dimensional characters.



B. Shop Drawings: For dimensional letter signs.

1. Include fabrication and installation details and attachments to other work.2. Show sign mounting heights, locations of supplementary supports to be provided by

others, and accessories.

C. Samples for Initial Selection: For each type of sign assembly, exposed component, and exposed finish.

1. Include representative Samples of available typestyles and graphic symbols.

D. Samples for Verification: For each type of sign assembly showing all components and with the required finish(es), in manufacturer's standard size unless otherwise indicated and as follows:

1. Dimensional Characters: Full-size Sample of dimensional character.2. Exposed Accessories: Full-size Sample of each accessory type.


A. Maintenance Data: For signs to include in maintenance manuals.


A. Installer Qualifications: An entity that employs installers and supervisors who are trained and approved by manufacturer.

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A. Field Measurements: Verify locations of electrical service embedded in permanent construction by other installers by field measurements before fabrication, and indicate measurements on Shop Drawings.

PART 2 - PRODUCTS


A. Thermal Movements: For exterior fabricated channel dimensional characters, allow for thermal movements from ambient and surface temperature changes.

1. Temperature Change: 120 deg F, ambient; 180 deg F, material surfaces.

2.2 DIMENSIONAL CHARACTERS

A. Fabricated Channel Characters : Metal face and side returns, formed free from warp and distortion; with uniform faces, sharp corners, and precisely formed lines and profiles; internally braced for stability and for securing fasteners; and as follows.

1. Character Material: Sheet or plate 316 stainless steel.2. Material Thickness: Manufacturer's standard for size and design of character.3. Character Height: As indicated.4. Character Depth: As indicated.5. Finishes:

a. Integral Stainless-Steel Finish: No. 4.

6. Mounting: As indicated with Projecting studs.

a. Hold characters at distance as selected by Architect from wall surface.

7. Typeface: Mainadra.

2.3 DIMENSIONAL CHARACTER MATERIALS

A. Stainless-Steel Sheet: ASTM A 240/A 240M or ASTM A 666, Type 316, stretcher-leveled standard of flatness.



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2.4 ACCESSORIES

A. Fasteners and Anchors: Manufacturer's standard as required for secure anchorage of signage, noncorrosive and compatible with each material joined, and complying with the following:

1. For exterior exposure, furnish stainless-steel devices unless otherwise indicated.2. Sign Mounting Fasteners:

a. Concealed Studs: Concealed (blind), threaded studs welded or brazed to back of sign material, screwed into back of sign assembly, or screwed into tapped lugs cast integrally into back of cast sign material, unless otherwise indicated.

2.5 FABRICATION

A. General: Provide manufacturer's standard sign assemblies according to requirements indicated.

1. Preassemble signs and assemblies in the shop to greatest extent possible. Disassemble signs and assemblies only as necessary for shipping and handling limitations. Clearly mark units for reassembly and installation; apply markings in locations concealed from view after final assembly.

2. Mill joints to a tight, hairline fit. Form assemblies and joints exposed to weather to resist water penetration and retention.

3. Conceal connections if possible; otherwise, locate connections where they are inconspicuous.

4. Internally brace signs for stability and for securing fasteners.5. Provide rebates, lugs, and brackets necessary to assemble components and to attach to

existing work. Drill and tap for required fasteners. Use concealed fasteners where possible; use exposed fasteners that match sign finish.

6. Castings: Fabricate castings free of warp, cracks, blowholes, pits, scale, sand holes, and other defects that impair appearance or strength. Grind, wire brush, sandblast, and buff castings to remove seams, gate marks, casting flash, and other casting marks before finishing.

2.6 GENERAL FINISH REQUIREMENTS

A. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping.

B. Appearance of Finished Work: Noticeable variations in same piece are not acceptable. Variations in appearance of adjoining components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast.



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2.7 STAINLESS-STEEL FINISHES

A. Surface Preparation: Remove tool and die marks and stretch lines, or blend into finish.

B. Polished Finishes: Grind and polish surfaces to produce uniform finish, free of cross scratches.

1. When polishing is completed, passivate and rinse surfaces. Remove embedded foreign matter and leave surfaces chemically clean.

2. Directional Satin Finish: No. 4.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of signage work.

B. Verify that sign-support surfaces are within tolerances to accommodate signs without gaps or irregularities between backs of signs and support surfaces unless otherwise indicated.


3.2 INSTALLATION

A. General: Install signs using mounting methods indicated and according to manufacturer's written instructions.

1. Install signs level, plumb, true to line, and at locations and heights indicated, with sign surfaces free of distortion and other defects in appearance.

2. Before installation, verify that sign surfaces are clean and free of materials or debris that would impair installation.

B. Mounting Methods:

1. Concealed Studs: Using a template, drill holes in substrate aligning with studs on back of sign. Remove loose debris from hole and substrate surface.

a. Masonry Substrates: Fill holes with adhesive. Leave recess space in hole for displaced adhesive. Place sign in position and push until flush to surface, embedding studs in holes. Temporarily support sign in position until adhesive fully sets.

b. Thin or Hollow Surfaces: Place sign in position and flush to surface, install washers and nuts on studs projecting through opposite side of surface, and tighten.



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A. Remove and replace damaged or deformed characters and signs that do not comply with specified requirements. Replace characters with damaged or deteriorated finishes or components that cannot be successfully repaired by finish touchup or similar minor repair procedures.

B. Remove temporary protective coverings and strippable films as signs are installed.

C. On completion of installation, clean exposed surfaces of signs according to manufacturer's written instructions, and touch up minor nicks and abrasions in finish. Maintain signs in a clean condition during construction and protect from damage until acceptance by Owner.

