DRAWINGS AND PROJECT MANUAL - EOTS … · DRAWINGS AND PROJECT MANUAL Choctaw Nation of Oklahoma CDIB Building New Door ... All substitution requests must be made on CSI Form 1.5C,

DRAWINGS AND PROJECT MANUAL

Choctaw Nation of Oklahoma

CDIB Building New Door Choctaw Nation Headquarters Durant, Oklahoma

Project Number: E12-26 Architect:

EASTERN OKLAHOMA TRIBAL SCHOOLS CHOCTAW NATION OF OKLAHOMA 601 North Kelly Avenue, Suite 105 Edmond, Oklahoma 73003 Tracy Hartman, Architect (405) 330-9236 FAX (405) 330-9261

CONSTRUCTION SET – FEBRUARY 2013

CDIB Building New Door Choctaw Nation Headquarters Durant, Oklahoma Choctaw Nation of Oklahoma

TABLE OF CONTENTS 00 01 00 - 1

SECTION 00 01 00 TABLE OF CONTENTS

DRAWINGS Site Map

T-1.1 Title Sheet T-1.2 Vicinity Plan A-1.1 Demo Floor Plan A-1.2 Demo Elevation A-2.1 Construction Floor Plan A-2.2 New Entry and Ramp Elevation A-3.1 New Door and Frame Elevations A-3.2 New Aluminum Storefront Head A-3.3 New Aluminum Storefront Jamb A-3.4 New Aluminum Storefront Threshold Detail A-3.5 New Aluminum Storefront Sill Detail A-4.1 Ramp Rail Dimensions

SPECIFICATIONS

PROCUREMENT AND CONTRACING REQUIREMENTS SUBGROUP Division 00 00 00 – Procurement and Contracting Pages

00 01 01 – Architectural Specifications List 1 00 10 00 – Bid Solicitation 1 00 20 00 – Instructions to Bidders 5 00 21 10 – Procurement Documents & Direct Purchase Materials 1 00 31 00 – Indian Preference Clause 1 00 41 00 – Bid Form 3 00 43 10 – Supplement A, Subcontractors Particulars 1 00 44 00 – Non Collusion Affidavit 1 00 44 10 – Business Relationship Affidavit 1 00 50 00 – Agreement 1 AIA Document A105-2007 Draft 11 00 80 00 – Insurance Requirements 3

GENERAL REQUIREMENTS SUBGROUP Division 01 00 00 – General Requirements Pages 01 10 00 – Summary 2 01 20 00 – Price and Payment Procedures 3 01 13 00 – Administrative Requirements 3

01 34 00 – Determination & Extension of Time 3 01 40 00 – Quality Requirements 2 01 41 00 – Regulatory Requirements 2

01 42 16 – Definitions 1 01 50 00 – Temporary Facilities and Controls 2 01 60 00 – Product Requirements 3 01 70 00 – Execution and Closeout Requirements 6 01 78 00 – Closeout Submittals 3

FACILITY CONSTRUCTION SUBGROUP


TABLE OF CONTENTS 00 01 00 - 2

Division 02 00 00 – Existing Conditions Pages 02 41 13 – Demolition 3

Division 03 00 00 – Concrete Not Used Division 04 00 00 – Masonry Not Used Division 05 00 00 – Metals Pages

05 52 13 – Pipe and Tube Railings 3

Division 06 00 00 – Wood and Plastics Pages

06 10 00 – Rough Carpentry 3 Division 07 00 00 – Thermal and Moisture Protection Pages

07 90 05 – Joint Sealers 4

Division 08 00 00 – Doors and Windows Pages

08 43 13 – Aluminum-Framed Storefronts 7 08 71 00 – Door Hardware 4 08 80 00 – Glazing 4

Division 09 00 00 - Finishes Pages

09 21 16 – Gypsum Board Assemblies 3 09 90 00 – Paints and Coatings 5 Divisions 10 00 00 thru 28 00 00 Not Used SITE AND INFRASTRUCTURE SUBGROUP Division 31 00 00 – Earthwork Not Used Division 32 00 00 – Exterior Improvements Pages

32 13 13 – Concrete Paving 4

Division 33 00 00 thru 35 00 00 Not Used PROCESS INTEGRATION SUBGROUP Divisions 40 00 00 thru 48 00 00 Not Used

END OF SECTION


SITE MAP

SITE MAP

PROJECT LOCATION

Choctaw Nation Headquarters529 North 16th Ave.Durant, OK 74701

MAINENTRY

W Locust St

N 1

6th

Ave


BID SOLICITATION 00 10 00 - 1

SECTION 00 10 00

BID SOLICITATION

1.1 The Owner (hereinafter referred to as Choctaw Nation):

A. Choctaw Nation of Oklahoma PO Drawer 1210 Durant, Oklahoma 74702

1.2 And the Architect:

A. Eastern Oklahoma Tribal Schools Tracy Hartman, Architect 601 N. Kelly Ave Ste. 105 Edmond, Oklahoma 73003

1.3 DATE: February 27, 2013 1.4 TO: POTENTIAL BIDDERS

A. Your firm is invited to submit an offer under seal to Choctaw Nation of Oklahoma for construction of CDIB Building New Door project at Choctaw Nation Headquarters, 529 North 16th Ave, Durant, Oklahoma 74701. Bids shall be submitted to Choctaw Nation Construction Administration Department located at 104 Ed Perry Road, Hugo, Oklahoma 74743, no later than the time of bid.

B. All bidders are required to submit a qualification statement with their bid. Utilize AIA Form A305. Qualification forms shall be submitted with the bid.

D. Project Description: The project consists of selective demolition of exterior window and wall, new aluminum storefront door, repair of interior finishes, new concrete ramp, and steel railing.

E. Refer to other bidding requirements described in Document 00 20 00 - Instructions to Bidders.

F. Submit your offer on the Bid Form provided. Bidders may supplement this form as appropriate.

G. Your offer will be required to be submitted under a condition of irrevocability for a period of 30 days after submission.

H. Indian Preference Clause applies to this project. Refer to Section 00 31 00

I. The Owner reserves the right to accept or reject any or all offers and waive formalities and irregularities.

By: Choctaw Nation of Oklahoma PO Box 1210 Durant, OK 74702

END OF SECTION


INSTRUCTIONS TO BIDDERS 00 20 00 - 1

SECTION 00 20 00

INSTRUCTIONS TO BIDDERS

PART 1 - INVITATION

1.1 BID SUBMISSION

A. Bids signed and under seal, executed, and dated will be received by the Choctaw Nation Con-struction Administration Department at 104 Ed Perry Road, Hugo, Oklahoma for the CDIB Building New Door project located at Choctaw Nation Headquarters, 529 N. 16th Ave, Durant, Oklahoma 74701.

B. Bids may be submitted via email or fax on or before the bid deadline. All bids submitted by email or fax must be accompanied by a fully-executed original bid submitted within 48 hours.

C. Offers submitted after the above time shall be returned to the bidder unopened.

1.2 INTENT

A. The intent of this Bid request is to obtain an offer to perform work to complete the CDIB Build-ing New Door project at Choctaw Nation Headquarters in Durant, Oklahoma for a Stipulated Sum contract, in accordance with the Contract Documents.

1.3 WORK IDENTIFIED IN THE CONTRACT DOCUMENTS

A. The Work consists of building alternations necessary to install a new, exterior Aluminum Storefront door at an existing window location. Scope includes, but is not limited to the following work: selective demolition, concrete paving, steel railing, rough carpentry, gypsum board, door hardware, aluminum storefront, resilient flooring, rubber base, and electrical alterations as required.

1.4 CONTRACT TIME

A. Identify Contract Time in the Bid Form. The completion date in the Agreement shall be the Contract Time added to the commencement date.

PART 2 - BID DOCUMENTS AND CONTRACT DOCUMENTS

2.1 DEFINITIONS

A. Bid Documents: Contract Documents supplemented with Instructions to Bidders, Information Available to Bidders, Bid Form Supplements To Bid Forms and Appendices identified.

B. Contract Documents: Defined in AIA A105, including issued Addenda.

C. Bid, Offer, or Bidding: Act of submitting an offer under seal.

D. Bid Amount: Monetary sum identified by the Bidder in the Bid Form.

2.2 CONTRACT DOCUMENTS IDENTIFICATION

A. The Contract Documents are identified as CDIB Building New Door, as prepared the Architect, and with contents as identified in the Table of Contents of the Project Manual and the Table of Contents of the Drawings.



2.3 AVAILABILITY

A. Bid documents may be obtained at the office of the Architect and are available for download in PDF format at the Architect’s website: www.eots.org

B. Bid Documents are made available only for the purpose of obtaining offers for this project.

2.4 EXAMINATION

A. Bid documents may be viewed at the office of Eastern Oklahoma Tribal Schools, located at 601 N. Kelly Ave Ste 105, Edmond OK, 73003.

B. Upon receipt of Bid Documents verify that documents are complete. Notify Eastern Oklaho-ma Tribal Schools, should the documents be incomplete.

C. Immediately notify Eastern Oklahoma Tribal Schools in writing, upon finding discrepancies or omissions in the Bid Documents.

2.5 INQUIRIES/ADDENDA

A. Addenda may be issued during the bidding period. All Addenda become part of the Contract Documents. Include resultant costs in the Bid Amount.

B. Verbal answers are not binding on any party.

C. Clarifications requested by bidders must be in writing not less than 5 days before date set for receipt of bids. The reply will be in the form of an Addendum, a copy of which will be forwarded to known recipients.

2.6 PRODUCT/ASSEMBLY/SYSTEM SUBSTITUTIONS

A. Substitute products will be considered if submitted as on a Substitution Request form included in the Bid Documents. Substitutions will be considered up to 10 days before receipt of bids.

B. The submission shall provide sufficient information to determine acceptability of such products. All substitution requests must be made on CSI Form 1.5C, Substitution Request. Requests that are not accompanied by this form will not be reviewed.

C. When a request to substitute a product is made, Eastern Oklahoma Tribal Schools, may ap-prove the substitution and will issue an Addendum to known bidders.

D. Provide products as specified unless substitutions are submitted in this manner and accepted.

PART 3 - SITE ASSESSMENT

3.1 SITE EXAMINATION

A. In submitting a bid, the bidder is certifying that he or representatives from his company have in-spected the project site and are thoroughly familiar with the project scope, Contract Documents, and all other requirements for construction.

PART 4 - QUALIFICATIONS

4.1 QUALIFICATION

A. Bidders shall complete and submit Qualification Form AIA Document A305 with their bid.



4.2 SUBCONTRACTORS/SUPPLIERS/OTHERS

A. Choctaw Nation reserves the right to reject a proposed subcontractor for reasonable cause.

B. Refer to AIA A105

PART 5 - BID SUBMISSION

5.1 SUBMISSION PROCEDURE

A. Bidders shall be solely responsible for the delivery of their bids in the manner and time prescribed. Bids may be mailed, delivered in person, faxed or submitted in PDF format via email. Bidders that submit bids in fax or email format must provide a paper original within 48 hours of the bid.

5.2 BID FORMAT

A. Bidders shall submit bids in strict accordance with the following requirements. Failure to comply with the format requirements may result in rejection of bid.

1. All bid information shall be submitted in either a three-ring binder, comb bound book with

cover, or spiral bound book with cover. Bidder’s name, address and phone number shall be printed or otherwise labeled on cover.

2. Provide separate tabs for each item submitted as a part of the bid. The individual tabs shall include the name of the document or the information.

3. The bid submittal shall be arranged in the following order:

a. Bid Form b. Schedule of Values c. Supplement A (list of Subcontractors) d. Non Collusive Affidavit e. Business Relationship Form f. Past Performance g. Similar Construction Experience h. Proposed Management Plan i. Experience in Native American Contracting j. Proposed Time Schedule and Sequencing k. Indian Preference (if applicable)

5.2 BID INELIGIBILITY

A. Bids that are unsigned, improperly signed or sealed, conditional, illegible, obscure, contain arithmetical errors, erasures, alterations, or irregularities of any kind, may at the discretion of the Choctaw Nation of Oklahoma, be declared unacceptable.

B. Bid Forms, Appendices, and enclosures which are improperly prepared may, at the discretion of Choctaw Nation of Oklahoma, be declared unacceptable.



PART 6 - BID ENCLOSURES/REQUIREMENTS

6.1 BID FORM REQUIREMENTS

A. Complete all requested information in the Bid Form and Appendices.

6.2 FEES FOR CHANGES IN THE WORK

A. Include the fees for overhead and profit on own Work and Work by subcontractors, identified in the Bid Documents

B. Include in the Bid Form, the overhead and profit fees on own Work and Work by subcontractors, applicable for Changes in the Work, whether additions to or deductions from the Work on which the Bid Amount is based.

6.3 BID FORM SIGNATURE

A. The Bid Form shall be signed by the bidder, as follows:

1. Sole Proprietorship: Signature of sole proprietor in the presence of a witness who will also

sign. Insert the words "Sole Proprietor" under the signature. Affix seal. 2. Partnership: Signature of all partners in the presence of a witness who will also sign. Insert

the word "Partner" under each signature. Affix seal to each signature. 3. Corporation: Signature of a duly authorized signing officer(s) in their normal signatures.

Insert the officer's capacity in which the signing officer acts, under each signature. Affix the corporate seal. If the bid is signed by officials other than the president and secretary of the company, or the president/secretary/treasurer of the company, a copy of the by-law reso-lution of their board of directors authorizing them to do so, must also be submitted with the Bid Form in the bid envelope.

4. Joint Venture: Each party of the joint venture shall execute the Bid Form under their re-

spective seals in a manner appropriate to such party as described above, similar to the requirements of a Partnership.

6.7 ADDITIONAL BID INFORMATION

A. Submit the following Supplements concurrent with bid submission:

1. Document 00 43 10 - Supplement A - Subcontractors: Include the names of

all Subcontractors listed.

B. Non-Collusive Affidavit.

C. Business Relationship Affidavit.

6.8 SELECTION AND AWARD

A. Selection of successful contractor will be based on the following point evaluation system:

1. Price 25% 2. Past Performance (in terms of meeting schedule) 25% 3. Similar Construction Experience (Includes major subcontractors) 25% 4. Proposed Management Plan (Including Proposed Job Site & Home Office Personnel) 10%



5. Experience in Native American Contracting 5% 6. Proposed Time Schedule 5% 7. Indian Preference to Native American Owned Firms 5%

a. Refer to Section 00 31 00 for compliance with Indian Preference Clause

PART 7 - OFFER ACCEPTANCE/REJECTION

7.1 DURATION OF OFFER

A. Bids shall remain open to acceptance and shall be irrevocable for a period of thirty (30) days after the bid closing date.

7.2 ACCEPTANCE OF OFFER

A. The Choctaw Nation of Oklahoma reserves the right to accept or reject any or all offers.

END OF SECTION


PROCUREMENT DOCUMENTS & DIRECT PURCHASE MATERIALS 00 21 10 - 1

SECTION 00 21 10

PROCUREMENT DOCUMENTS & DIRECT PURCHASE MATERIALS

1.1 PROCUREMENT DOCUMENTS

A. The Financial Policies and Procedures Manual of the Choctaw Nation of Oklahoma is hereby made a part of the Contract Documents by reference with the same force and effect as though it was bound herein. Reference copies are on file and may be examined by any interested par-ty at the Choctaw Nation Headquarters, 16th and Locust Streets, Durant, Oklahoma. Direct all inquiries to Cecilia Armendariz, Facilities Manager.

1.2 DIRECT PURCHASE MATERIALS REQUIREMENTS

A. All Major Materials Purchase Agreements shall be made by the Choctaw Nation of Oklahoma directly with the approved vendor of the Contractor. All Materials shall be furnished in strict ac-cordance with Contract Documents. All quantities of materials shall remain the responsibility of the Contractor and/or Supplier. The Contract shall not be increased for any materials estimated in error by the Contractor and/or Supplier, unless a Change Order to the Scope of Work has been approved as outlined in the Contract Agreement.

END OF SECTION


INDIAN PREFERENCE CLAUSE00 31 00 - 1

SECTION 00 31 00

INDIAN PREFERENCE CLAUSE

1.1 INDIAN PREFERENCE CLAUSE

A. Indian Preference for Employment: Construction employees (labor), preference will be in ac-

cordance with P. L. 93-638.

B. Any offeror (bidder) claiming Indian Preference must give evidence to support its claim An In-dian-Owned enterprise is defined as any Indian-Owned commercial, industrial, or business ac-tivity established or organized for the purpose of profit provided such Indian ownership and control will constitute not less than 51% of the enterprise.

C. Offeror must submit evidence, showing the following:

1. Extent of Indian Ownership, control, and interest.

2. Structure, management, and financial arrangement of the Indian character of the enter-prise.

3. Articles of Incorporation or partnership of the enterprise.

4. Stock certificates showing the nature of the Indian ownership in the enterprise.

5. Certificates or Degree of Indian Blood must be provided for each Indian owner identified with the enterprise.

END OF SECTION


BID FORM 00 41 00 - 1

SECTION 00 41 00

BID FORM

THE PROJECT AND THE PARTIES

1.1 TO: The Choctaw Nation of Oklahoma

PO Box 1210 Durant, Oklahoma 74702

1.2 FOR:

A. CDIB Building New Door Choctaw Nation Headquarters 529 North 16th Ave

Durant, Oklahoma 74701

1.3 DATE: ___________________________ (Bidder to enter date) 1.4 SUBMITTED BY: (Bidder to enter name and address)

Bidder's Full Name _____________________________________ Address ______________________________________________ City, State, Zip_________________________________________ Phone _______________________________________________ Fax:_________________________________________________

1.5 OFFER

A. Having examined the Place of The Work and all matters referred to in the Instructions to Bidders and the Contract Documents prepared by the Architect for the above mentioned project, we, the undersigned, hereby offer to enter into a Contract to perform the Work for the Sum of:

____________________________________________________________________________

_______________________________________________________________________dollars

($_________________________________), in lawful money of the United States of America.

B. We have included the required Business Relationship Form and Non-Collusive Affidavit.

C. Bid does not include taxes on materials.


BID FORM 00 41 00 - 2

1.6 ACCEPTANCE

A. This offer shall be open to acceptance and is irrevocable for thirty days from the bid clos-ing date.

B. If this bid is accepted by Choctaw Nation within the time period stated above, we will:

1. Execute the Agreement within seven days of receipt of acceptance of this bid. 2. Commence work within seven days after written execution of the Contract .

C. In the event our bid is not accepted within the time stated above, the required security deposit shall be returned to the undersigned, in accordance with the provisions of the Instructions to Bidders; unless a mutually satisfactory arrangement is made for its retention and validity for an extended period of time.

1.7 CONTRACT TIME

A. Complete the Work in _____________________ calendar days from Notice to Proceed. (Bidder to enter number of calendar days.)

1. Pay as liquidated damages the sum of $100.00 per day for each successive calendar day

beyond the above stated calendar days from Notice to Proceed of the Contract that the work is not substantially complete to the satisfaction of the Owner for occupancy.

1.8 CHANGES TO THE WORK

A. When Architect establishes that the method of valuation for Changes in the Work will be net cost plus a percentage fee in accordance with General Conditions, our percentage fee will be:

1. ______ percent total overhead and profit on the net cost of our own Work; 2. ______ percent on the cost of work done by any Subcontractor.

B. On work deleted from the Contract, our credit to Choctaw Nation shall be Architect-

approved net cost plus _________ of the overhead and profit percentage noted above.

1.9 ADDENDA

A. The following Addenda have been received. The modifications to the Bid Documents noted below have been considered and all costs are included in the Bid Sum. 1. Addendum # _______ Dated ________________. 2. Addendum # _______ Dated ________________. 3. Addendum # _______ Dated ________________. 4. Addendum # _______ Dated ________________. 5. Addendum # _______ Dated ________________


BID FORM 00 41 00 - 3

1.10 ADDITIONAL PROVISIONS

A. The following Supplements are attached to this Bid Form and are considered an integral part of this Bid Form:

1. Document 00 43 10 - Supplement A - Subcontractors: Include the names of listed

Subcontractors

2. Bidder’s Schedule of Values 3. Supporting documentation described in Section 00 20 00.

B. The Bidder understands that the Owner reserves the right to reject any and all bids and to waive and formalities and irregularities in the bidding.

1.11 BID FORM SIGNATURE(S)

A. The Corporate Seal of

B. ____________________________________________

(Bidder - print the full name of your firm)

D. was hereunto affixed in the presence of:

E. ____________________________________________

(Authorized signing officer, Title)

G. (Seal)

H. ____________________________________________

I. (Authorized signing officer, Title)

1.12 If the Bid is a joint venture or partnership, add additional forms of execution for each mem-

ber of the joint venture in the appropriate form or forms as above.

END OF SECTION


SUPPLEMENT A – SUBCONTRATORS PARTICULARS 00 43 10 - 1

SECTION 00 43 10

SUPPLEMENT A - SUBCONTRACTORS PARTICULARS

1.1 Herewith is the list of Subcontractors referenced in the bid submitted by: (Bidder) ____________________________________ 1.2 To the (Choctaw Nation) 1.3 Dated ___________________ and which is an integral part of the Bid Form. 1.4 The following work will be performed (or provided) by Subcontractors and coordinated by us: LIST OF SUBCONTRACTORS WORK TRADE................SUBCONTRACTOR NAME 2.1 Selective Demolition____________________________________________________ 2.2 Site Concrete__________________________________________________________ 2.3 Rough Carpentry_______________________________________________________ 2.4 Pipe and Tube Railings__________________________________________________ 2.5 Door Hardware________________________________________________________ 2.6 Aluminum Storefront____________________________________________________ 2.7 Gypsum Board Assemblies_______________________________________________ 2.8 Flooring and Base______________________________________________________ 2.9 Painting_______________________________________________________________ 2.10 Electrical_____________________________________________________________

END OF SECTION


NON-COLLUSIVE AFFIDAFIT 00 44 00 - 1

SECTION 00 44 00

NON-COLLUSIVE AFFIDAVIT

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Non-Collusive Affidavit.

1.2 RELATED SECTIONS

A. Section 00 20 00 – Instructions to Bidders: Bidding Requirements

B. Section 00 41 00 – Bid Form

PART 2 - NON-COLLUSIVE AFFIDAVIT

NON-COLLUSIVE AFFIDAVIT STATE OF ( ) COUNTY OF ( )

A. ________________________ , of lawful age, being duly sworn an oath says that ________________________ , is the agent authorized by the Bidder to submit the attached bid. Authorized Representative further states that the Bidder has not been a party to any collusion among the Bidders in restraint of freedom of competition by agreement to Bid at a fixed price or to refrain from bidding; or with any Tribal Official or employee or representative as to quantity, quality, or price in the prospective Contract or any other terms of said prospective Contract; or in any discussions between bidders and any Tribal Official or employee or representative concern-ing exchange of money or other thing of value for special consideration in the letting of a Con-tract; that the Bidder/Contractor has not paid, given or donated or agreed to pay, give or donate to any officer or employee of the Choctaw Nation of Oklahoma (or any other entity) any money or other thing of value, either directly or indirectly in the procuring of the award pursuant to this bid.

Subscribed and sworn to before me this ______ day of ______________ , 20 ___ . Notary Public My commission expires: Bidder to execute and include with Bid Proposal. PART 3 EXECUTION - NOT USED

END OF SECTION


BUSINESS RELATIONSHIP AFFIDAVIT 00 44 10 - 1

SECTION 00 44 10

BUSINESS RELATIONSHIP AFFIDAVIT

PART 1 - GENERAL


A. Business Relationship Affidavit.

1.2 RELATED SECTIONS

A. Section 00 20 00 – Instruction to Bidders: Bid Requirements

B. Section 00 41 00 – Bid Form

PART 2 - BUSINESS RELATIONSHIP AFFIDAVIT

BUSINESS RELATIONSHIP AFFIDAVIT

STATE OF ( )

COUNTY OF ( )

____________________________, OF LAWFUL AGE, BEING DULY SWORN AN OATH SAYS THAT ____________________________ , IS THE AGENT AUTHORIZED BY THE BIDDER TO SUBMIT THE ATTACHED BID. AUTHORIZED REPRESENTATIVE FURTHER STATES THAT THE NATURE OF ANY PARTNERSHIP, JOINT VENTURE, OR OTHER BUSINESS RELATIONSHIP PRESENTLY IN EFFECT OR WHICH EXISTED WITHIN ONE (1) YEAR PRIOR TO THE DATE OF THIS STATEMENT WITH THE ARCHITECT , ENGINEER, OR OTHER PARTY IS AS FOLLOWS:

AUTHORIZED REPRESENTATIVE FURTHER STATES THAT ANY SUCH BUSINESS RELATIONSHIP PRESENTLY IN EFFECT OR WHICH EXISTED WITHIN ONE (1) YEAR PRIOR TO THE DATE OF THIS STATEMENT BETWEEN ANY OFFICER OR DIRECTOR OF THE BIDDING COMPANY AND ANY OFFICER OR DIRECTOR OF THE ARCHITECTURAL OR ENGINEERING FIRM OR OTHER PARTY TO THE PROJECT IS AS FOLLOWS:

AUTHORIZED REPRESENTATIVE FURTHER STATES THAT THE NAMES OF ALL PERSONS HAVING ANY SUCH BUSINESS RELATIONSHIPS AND THE POSITIONS THEY HOLD WITH THEIR RESPECTIVE COMPANIES OR FIRMS ARE AS FOLLOWS: (IF NONE OF THE BUSINESS RELATIONSHIPS HEREIN ABOVE MENTIONED EXIST, AUTHORIZED REPRESENTATIVE SHOULD SO STATE.)

AFFIRMED BY: _________________________________________________________________

SUBSCRIBED AND SWORN TO BEFORE ME THIS ________ DAY OF _____________ , 20___ .

NOTARY PUBLIC

MY COMMISSION EXPIRES:

END OF SECTION


AGREEMENT 00 50 00 - 1

SECTION 00 50 00

CONTRACT AGREEMENT

1.1 CONTRACT

A. Upon acceptance of a Bidder’s offer, the American Institute of Architects Document A105-2007, “Standard Form of Agreement Between Owner and Contractor for a Residential or Small Com-mercial Project”, with amendments shall be the basis of agreement for this Project.

1.2 AMENDMENTS TO AGREEMENT FORM

A. Retainage: Ten percent (10%) retainage required on all labor and materials.

B. Disputes: All claims, disputes, and other matters in question between the parties to this Agreement, arising out of or relating to this Agreement or its breach, shall be brought to the at-tention of the other party by written notice within three (3) weeks of the date when the claim, dispute, or other matter in question became known or should have become known to the com-plaining party. Contractor shall have no right to cease work during the period a complaint is pending. After receipt of written notice of complaint, the party complained to shall have three (3) weeks to submit a written response. If the parties are then unable to resolve the differences, a complaint may be brought in a court of competent jurisdiction for adjudication of the dispute or the parties may jointly agree to resolve the matter by mediation or binding arbitration. This is not an agreement to submit any such dispute to mediation or binding arbitration, but is an ac-knowledgment that such approaches to dispute resolution are a feasible alternative that may be mutually elected by the parties in lieu of a lawsuit. Neither party shall have a duty to elect or agree to the other's election of either alternative.

C. Direct Purchase Materials: All Major Materials Purchase Agreements shall be made by the

Choctaw Nation of Oklahoma directly with the approved vendor of the Contractor. All Materials shall be furnished in strict accordance with Contract Documents. All quantities of materials shall remain the responsibility of the Contractor and/or Supplier. The Contract shall not be in-creased for any materials estimated in error by the Contractor and/or Supplier, unless a Change Order to the Scope of Work has been approved as outlined in the Contract Agreement.

END OF SECTION

AIA®

Document A105 TM – 2007

Standard Form of Agreement Between Owner and Contractor for a Residential or Small Commercial Project

AIA Document A105™ – 2007 (formerly A105™ – 1993 and A205™ – 1993). Copyright © 1993 and 2007 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 pr oduced by AIA software at 09:15:23 on 02/28/2013 under Order No.8250713306_1 which expires on 08/13/2013, and is not for resale. User Notes: (1113743951)

1

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.

State or local law may impose requirements on contracts for home improvements. If this document will be used for Work on the Owner’s residence, the Owner should consult local authorities or an attorney to verify requirements applicable to this Agreement.

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)

«Choctaw Nation of Oklahoma »« »

«PO Box 1210 »

«Durant, OK 74702 »

« »

and the Contractor:


« »« »

« »

« »

« »

for the following Project:

(Name, location and detailed description)

« CDIB Building New Door - CNO Headquarters»

«Durant, OK»

«CDIB Building New Door

Choctaw Nation Headquarters

529 North 16th

Ave

Durant, OK 74701 »

The Architect:


«Eastern Oklahoma Tribal Schools Facilities Management Program »« »

«Choctaw Nation of Oklahoma »

«Tracy Hartman, Architect

601 North Kelly Ave, Suite 105

Edmond, OK 73003 »

« »

The Owner and Contractor agree as follows.

AIA Document A105™ – 2007 (formerly A105™ – 1993 and A205™ – 1993). Copyright © 1993 and 2007 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 09:15:23 on 02/28/2013 under Order No.8250713306_1 which expires on 08/13/2013, and is not for resale. User Notes: (1113743951)

2

TABLE OF ARTICLES 1 THE CONTRACT DOCUMENTS 2 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION DATE 3 CONTRACT SUM 4 PAYMENT 5 INSURANCE 6 GENERAL PROVISIONS 7 OWNER 8 CONTRACTOR 9 ARCHITECT 10 CHANGES IN THE WORK 11 TIME 12 PAYMENTS AND COMPLETION 13 PROTECTION OF PERSONS AND PROPERTY 14 CORRECTION OF WORK 15 MISCELLANEOUS PROVISIONS 16 TERMINATION OF THE CONTRACT 17 OTHER TERMS AND CONDITIONS

ARTICLE 1 THE CONTRACT DOCUMENTS § 1.1 The Contractor shall complete the Work described in the Contract Documents for the Project. The Contract Documents consist of

.1 this Agreement signed by the Owner and Contractor;

.2 the drawings and specifications prepared by the Architect, dated « » , and enumerated as follows:

Drawings:

Number Title Date

Specifications:

Section Title Pages

.3 addenda prepared by the Architect as follows: Number Date Pages

.4 written orders for changes in the Work issued after execution of this Agreement; and


3

.5 other documents, if any, identified as follows: « »

ARTICLE 2 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION The number of calendar days available to the Contractor to substantially complete the Work is the Contract Time. The date of commencement of the Work shall be the date of this Agreement unless otherwise indicated below. The Contractor shall substantially complete the Work, no later than « » ( « » ) calendar days from the date of commencement, subject to adjustment as provided in Article 10 and Article 11. (Insert the date of commencement, if it differs from the date of this Agreement.)

« »

ARTICLE 3 CONTRACT SUM § 3.1 Subject to additions and deductions in accordance with Article 10, the Contract Sum is: « » ($ « » )

§ 3.2 For purposes of payment, the Contract Sum includes the following values related to portions of the Work: (Itemize the Contract Sum among the major portions of the Work.)

Portion of Work Value

§ 3.3 Unit prices, if any, are as follows: (Identify and state the unit price; state the quantity limitations, if any, to which the unit price will be applicable.)

Item Units and Limitations Price per Unit ($0.00)

§ 3.4 Allowances included in the Contract Sum, if any, are as follows: (Identify allowance and state exclusions, if any, from the allowance price.)

Item Price

§ 3.5 The Contract Sum is based upon the following alternates, if any, which are described in the Contract Documents and hereby accepted by the Owner: (State the numbers or other identification of accepted alternates. If the bidding or proposal documents permit the

Owner to accept other alternates subsequent to the execution of this Agreement, attach a schedule of such other

alternates showing the amount for each and the date when that amount expires.)

« »

§ 3.6 The Contract Sum shall include all items and services necessary for the proper execution and completion of the Work.

ARTICLE 4 PAYMENT § 4.1 Based on Contractor’s Applications for Payment certified by the Architect, the Owner shall pay the Contractor, in accordance with Article 12, as follows: (Insert below timing for payments and provisions for withholding retainage, if any.)

« »

§ 4.2 Payments due and unpaid under the Contract Documents shall bear interest from the date payment is due at the rate below, or in the absence thereof, at the legal rate prevailing at the place of the Project. « » % « »


4

ARTICLE 5 INSURANCE § 5.1 The Contractor shall provide Contractor’s general liability and other insurance as follows: (Insert specific insurance requirements and limits.)

Type of insurance Limit of liability ($0.00) § 5.2 The Owner shall provide property insurance to cover the value of the Owner’s property, including any Work provided under this Agreement. The Contractor is entitled to receive an increase in the Contract Sum equal to the insurance proceeds related to a loss for damage to the Work covered by the Owner’s property insurance.

§ 5.3 The Contractor shall obtain an endorsement to its general liability insurance policy to cover the Contractor’s obligations under Section 8.12.

§ 5.4 Each party shall provide certificates of insurance showing their respective coverages prior to commencement of the Work.

§ 5.5 Unless specifically precluded by the Owner’s property insurance policy, the Owner and Contractor waive all rights against (1) each other and any of their subcontractors, suppliers, agents and employees, each of the other; and (2) the Architect, Architect’s consultants and any of their agents and employees, for damages caused by fire or other causes of loss to the extent covered by property insurance or other insurance applicable to the Work.

ARTICLE 6 GENERAL PROVISIONS § 6.1 THE CONTRACT The Contract represents the entire and integrated agreement between the parties and supersedes prior negotiations, representations or agreements, either written or oral. The Contract may be amended or modified only by a written modification in accordance with Article 10.

§ 6.2 THE WORK The term “Work” means the construction and services required by the Contract Documents, and includes all other labor, materials, equipment and services provided, or to be provided, by the Contractor to fulfill the Contractor’s obligations. § 6.3 INTENT 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. § 6.4 OWNERSHIP AND USE OF ARCHITECT’S DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS Documents prepared by the Architect are instruments of the Architect’s service for use solely with respect to this Project. The Architect shall retain all common law, statutory and other reserved rights, including the copyright. The Contractor, subcontractors, sub-subcontractors, and material or equipment suppliers are authorized to use and reproduce the instruments of service solely and exclusively for execution of the Work. The instruments of service may not be used for other Projects or for additions to this Project outside the scope of the Work without the specific written consent of the Architect.

ARTICLE 7 OWNER § 7.1 INFORMATION AND SERVICES REQUIRED OF THE OWNER § 7.1.1 If requested by the Contractor, the Owner shall furnish all necessary surveys and a legal description of the site.

§ 7.1.2 Except for permits and fees that are the responsibility of the Contractor under the Contract Documents, the Owner shall obtain and pay for other necessary approvals, easements, assessments and charges.


5

§ 7.2 OWNER’S RIGHT TO STOP THE WORK If the Contractor fails to correct Work which is not in accordance with the Contract Documents, the Owner may direct the Contractor in writing to stop the Work until the correction is made.

§ 7.3 OWNER’S RIGHT TO CARRY OUT THE WORK If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents and fails within a seven day period after receipt of written notice from the Owner to commence and continue correction of such default or neglect with diligence and promptness, the Owner may, without prejudice to other remedies, correct such deficiencies. In such case, the Contract Sum shall be adjusted to deduct the cost of correction from payments due the Contractor.

§ 7.4 OWNER’S RIGHT TO PERFORM CONSTRUCTION AND TO AWARD SEPARATE CONTRACTS § 7.4.1 The Owner reserves the right to perform construction or operations related to the Project with the Owner’s own forces, and to award separate contracts in connection with other portions of the Project.

§ 7.4.2 The Contractor shall coordinate and cooperate with the Owner’s own forces and separate contractors employed by the Owner.

§ 7.4.3 Costs caused by delays or by improperly timed activities or defective construction shall be borne by the party responsible therefor.

ARTICLE 8 CONTRACTOR § 8.1 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR § 8.1.1 Execution of the Contract by the Contractor is a representation that the Contractor has visited the site, become familiar with local conditions under which the Work is to be performed and correlated personal observations with requirements of the Contract Documents. § 8.1.2 The Contractor shall carefully study and compare the Contract Documents with each other and with information furnished by the Owner. Before commencing activities, the Contractor shall (1) take field measurements and verify field conditions; (2) carefully compare this and other information known to the Contractor with the Contract Documents; and (3) promptly report errors, inconsistencies or omissions discovered to the Architect.

§ 8.2 CONTRACTOR’S CONSTRUCTION SCHEDULE The Contractor, promptly after being awarded the Contract, shall prepare and submit for the Owner’s and Architect’s information a Contractor’s construction schedule for the Work.

§ 8.3 SUPERVISION AND CONSTRUCTION PROCEDURES § 8.3.1 The Contractor shall supervise and direct the Work, using the Contractor’s best skill and attention. The Contractor shall be solely responsible for and have control over construction means, methods, techniques, sequences and procedures, and for coordinating all portions of the Work.

§ 8.3.2 The Contractor, as soon as practicable after award of the Contract, shall furnish in writing to the Owner through the Architect the names of subcontractors or suppliers for each portion of the Work. The Contractor shall not contract with any subcontractor or supplier to whom the Owner or Architect have made a timely and reasonable objection.

§ 8.4 LABOR AND MATERIALS § 8.4.1 Unless otherwise provided in the Contract Documents, the Contractor shall provide and pay for labor, materials, equipment, tools, utilities, transportation, and other facilities and services necessary for proper execution and completion of the Work.

§ 8.4.2 The Contractor shall enforce strict discipline and good order among the Contractor’s employees and other persons carrying out the Contract Work. The Contractor shall not permit employment of unfit persons or persons not skilled in tasks assigned to them.


6

§ 8.5 WARRANTY The Contractor warrants to the Owner and Architect that: (1) materials and equipment furnished under the Contract will be new and of good quality unless otherwise required or permitted by the Contract Documents; (2) the Work will be free from defects not inherent in the quality required or permitted; and (3) the Work will conform to the requirements of the Contract Documents.

§ 8.6 TAXES The Contractor shall pay sales, consumer, use and similar taxes that are legally required when the Contract is executed.

§ 8.7 PERMITS, FEES AND NOTICES § 8.7.1 The Contractor shall obtain and pay for the building permit and other permits and governmental fees, licenses and inspections necessary for proper execution and completion of the Work.

§ 8.7.2 The Contractor shall comply with and give notices required by agencies having jurisdiction over the Work. If the Contractor performs Work knowing it to be contrary to applicable laws, statutes, ordinances, codes, rules and regulations, or lawful orders of public authorities, the Contractor shall assume full responsibility for such Work and shall bear the attributable costs. The Contractor shall promptly notify the Architect in writing of any known inconsistencies in the Contract Documents with such governmental laws, rules and regulations. § 8.8 SUBMITTALS The Contractor shall promptly review, approve in writing and submit to the Architect Shop Drawings, Product Data, Samples and similar submittals required by the Contract Documents. Shop Drawings, Product Data, Samples and similar submittals are not Contract Documents. § 8.9 USE OF SITE The Contractor shall confine operations at the site to areas permitted by law, ordinances, permits, the Contract Documents and the Owner. § 8.10 CUTTING AND PATCHING The Contractor shall be responsible for cutting, fitting or patching required to complete the Work or to make its parts fit together properly.

§ 8.11 CLEANING UP The Contractor shall keep the premises and surrounding area free from accumulation of debris and trash related to the Work. At the completion of the Work, the Contractor shall remove its tools, construction equipment, machinery and surplus material; and shall properly dispose of waste materials. § 8.12 INDEMNIFICATION To the fullest extent permitted by law, the Contractor shall indemnify and hold harmless the Owner, Architect, Architect’s consultants and agents and employees of any of them from and against claims, damages, losses and expenses, including but not limited to attorneys’ fees, arising out of or resulting from performance of the Work, provided that such claim, damage, loss or expense is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the Work itself), but only to the extent caused by the negligent acts or omissions of the Contractor, a subcontractor, anyone directly or indirectly employed by them or anyone for whose acts they may be liable, regardless of whether or not such claim, damage, loss or expense is caused in part by a party indemnified hereunder.

ARTICLE 9 ARCHITECT § 9.1 The Architect will provide administration of the Contract as described in the Contract Documents. The Architect will have authority to act on behalf of the Owner only to the extent provided in the Contract Documents.

§ 9.2 The Architect will visit the site at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the Work.

§ 9.3 The Architect will not have control over or charge of, and will not be responsible for, construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the Work,


7

since these are solely the Contractor’s responsibility. The Architect will not be responsible for the Contractor’s failure to carry out the Work in accordance with the Contract Documents. § 9.4 Based on the Architect’s observations and evaluations of the Contractor’s Applications for Payment, the Architect will review and certify the amounts due the Contractor.

§ 9.5 The Architect has authority to reject Work that does not conform to the Contract Documents.

§ 9.6 The Architect will promptly review and approve or take appropriate action upon Contractor’s submittals, but only for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents.

§ 9.7 The Architect will promptly interpret and decide matters concerning performance under, and requirements of, the Contract Documents on written request from either the Owner or Contractor.

§ 9.8 Interpretations and decisions of the Architect will be consistent with the intent of and reasonably inferable from the Contract Documents and will be in writing or in the form of drawings. When making such interpretations and decisions, the Architect will endeavor to secure faithful performance by both Owner and Contractor, will not show partiality to either and will not be liable for results of interpretations or decisions rendered in good faith.

§ 9.9 The Architect’s duties, responsibilities and limits of authority as described in the Contract Documents shall not be changed without written consent of the Owner, Contractor and Architect. Consent shall not be unreasonably withheld.

ARTICLE 10 CHANGES IN THE WORK § 10.1 The Owner, without invalidating the Contract, may order changes in the Work within the general scope of the Contract consisting of additions, deletions or other revisions, the Contract Sum and Contract Time being adjusted accordingly in writing. If the Owner and Contractor can not agree to a change in the Contract Sum, the Owner shall pay the Contractor its actual cost plus reasonable overhead and profit.

§ 10.2 The Architect will have authority to order minor changes in the Work not involving changes in the Contract Sum or the Contract Time and not inconsistent with the intent of the Contract Documents. Such orders shall be in writing and shall be binding on the Owner and Contractor. The Contractor shall carry out such orders promptly.

§ 10.3 If concealed or unknown physical conditions are encountered at the site that differ materially from those indicated in the Contract Documents or from those conditions ordinarily found to exist, the Contract Sum and Contract Time shall be subject to equitable adjustment.

ARTICLE 11 TIME § 11.1 Time limits stated in the Contract Documents are of the essence of the Contract.

§ 11.2 If the Contractor is delayed at any time in progress of the Work by changes ordered in the Work, or by labor disputes, fire, unusual delay in deliveries, unavoidable casualties or other causes beyond the Contractor’s control, the Contract Time shall be subject to equitable adjustment.

ARTICLE 12 PAYMENTS AND COMPLETION § 12.1 CONTRACT SUM The Contract Sum stated in the Agreement, including authorized adjustments, is the total amount payable by the Owner to the Contractor for performance of the Work under the Contract Documents.

§ 12.2 APPLICATIONS FOR PAYMENT § 12.2.1 At least ten days before the date established for each progress payment, the Contractor shall submit to the Architect an itemized Application for Payment for Work completed in accordance with the values stated in the Agreement. Such Application shall be supported by data substantiating the Contractor’s right to payment as the Owner or Architect may reasonably require. Payments shall be made on account of materials and equipment delivered and suitably stored at the site for subsequent incorporation in the Work. If approved in advance by the


8

Owner, payment may similarly be made for materials and equipment stored, and protected from damage, off the site at a location agreed upon in writing. § 12.2.2 The Contractor warrants that title to all Work covered by an Application for Payment will pass to the Owner no later than the time of payment. The Contractor further warrants that upon submittal of an Application for Payment, all Work for which Certificates for Payment have been previously issued and payments received from the Owner shall, to the best of the Contractor’s knowledge, information and belief, be free and clear of liens, claims, security interests or other encumbrances adverse to the Owner’s interests.

§ 12.3 CERTIFICATES FOR PAYMENT The Architect will, within seven days after receipt of the Contractor’s Application for Payment, either issue to the Owner a Certificate for Payment, with a copy to the Contractor, for such amount as the Architect determines is properly due, or notify the Contractor and Owner in writing of the Architect’s reasons for withholding certification in whole or in part. § 12.4 PROGRESS PAYMENTS § 12.4.1 After the Architect has issued a Certificate for Payment, the Owner shall make payment in the manner provided in the Contract Documents.

§ 12.4.2 The Contractor shall promptly pay each subcontractor and supplier, upon receipt of payment from the Owner, an amount determined in accordance with the terms of the applicable subcontracts and purchase orders.

§ 12.4.3 Neither the Owner nor the Architect shall have responsibility for payments to a subcontractor or supplier.

§ 12.4.4 A Certificate for Payment, a progress payment, or partial or entire use or occupancy of the Project by the Owner shall not constitute acceptance of Work not in accordance with the requirements of the Contract Documents.

§ 12.5 SUBSTANTIAL COMPLETION § 12.5.1 Substantial Completion is the stage in the progress of the Work when the Work or designated portion thereof is sufficiently complete in accordance with the Contract Documents so the Owner can occupy or utilize the Work for its intended use. § 12.5.2 When the Work or designated portion thereof is substantially complete, the Architect will make an inspection to determine whether the Work is substantially complete. When the Architect determines that the Work is substantially complete the Architect shall prepare a Certificate of Substantial Completion that shall establish the date of Substantial Completion, shall establish the responsibilities of the Owner and Contractor, and shall fix the time within which the Contractor shall finish all items on the list accompanying the Certificate. Warranties required by the Contract Documents shall commence on the date of Substantial Completion of the Work or designated portion thereof unless otherwise provided in the Certificate of Substantial Completion. § 12.6 FINAL COMPLETION AND FINAL PAYMENT § 12.6.1 Upon receipt of a final Application for Payment, the Architect will inspect the Work. When the Architect finds the Work acceptable and the Contract fully performed, the Architect will promptly issue a final Certificate for Payment.

§ 12.6.2 Final payment shall not become due until the Contractor submits to the Architect releases and waivers of liens, and data establishing payment or satisfaction of obligations, such as receipts, claims, security interests or encumbrances arising out of the Contract.

§ 12.6.3 Acceptance of final payment by the Contractor, a subcontractor or material supplier shall constitute a waiver of claims by that payee except those previously made in writing and identified by that payee as unsettled at the time of final Application for Payment.

ARTICLE 13 PROTECTION OF PERSONS AND PROPERTY The Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs, including all those required by law in connection with performance of the Contract. The Contractor shall take reasonable precautions to prevent damage, injury or loss to employees on the Work, the Work and materials and


9

equipment to be incorporated therein, and other property at the site or adjacent thereto. The Contractor shall promptly remedy damage and loss to property caused in whole or in part by the Contractor, or by anyone for whose acts the Contractor may be liable.

ARTICLE 14 CORRECTION OF WORK § 14.1 The Contractor shall promptly correct Work rejected by the Architect as failing to conform to the requirements of the Contract Documents. The Contractor shall bear the cost of correcting such rejected Work, including the costs of uncovering, replacement and additional testing.

§ 14.2 In addition to the Contractor’s other obligations including warranties under the Contract, the Contractor shall, for a period of one year after Substantial Completion, correct work not conforming to the requirements of the Contract Documents.

§ 14.3 If the Contractor fails to correct nonconforming Work within a reasonable time, the Owner may correct it in accordance with Section 7.3.

ARTICLE 15 MISCELLANEOUS PROVISIONS § 15.1 ASSIGNMENT OF CONTRACT Neither party to the Contract shall assign the Contract as a whole without written consent of the other.

§ 15.2 TESTS AND INSPECTIONS § 15.2.1 At the appropriate times, the Contractor shall arrange and bear cost of tests, inspections and approvals of portions of the Work required by the Contract Documents or by laws, statutes, ordinances, codes, rules and regulations, or lawful orders of public authorities.

§ 15.2.2 If the Architect requires additional testing, the Contractor shall perform those tests.

§ 15.2.3 The Owner shall bear cost of tests, inspections or approvals that do not become requirements until after the Contract is executed.

§ 15.3 GOVERNING LAW The Contract shall be governed by the law of the place where the Project is located.

ARTICLE 16 TERMINATION OF THE CONTRACT § 16.1 TERMINATION BY THE CONTRACTOR If the Architect fails to certify payment as provided in Section 12.3 for a period of 30 days through no fault of the Contractor, or if the Owner fails to make payment as provided in Section 12.4.1 for a period of 30 days, the Contractor may, upon seven additional days’ written notice to the Owner and Architect, terminate the Contract and recover from the Owner payment for Work executed including reasonable overhead and profit, and costs incurred by reason of such termination.

§ 16.2 TERMINATION BY THE OWNER FOR CAUSE § 16.2.1 The Owner may terminate the Contract if the Contractor

.1 repeatedly refuses or fails to supply enough properly skilled workers or proper materials;

.2 fails to make payment to subcontractors for materials or labor in accordance with the respective agreements between the Contractor and the subcontractors;

.3 persistently disregards laws, ordinances, or rules, regulations or orders of a public authority having jurisdiction; or

.4 is otherwise guilty of substantial breach of a provision of the Contract Documents.

§ 16.2.2 When any of the above reasons exist, the Owner, after consultation with the Architect, may without prejudice to any other rights or remedies of the Owner and after giving the Contractor and the Contractor’s surety, if any, seven days’ written notice, terminate employment of the Contractor and may

.1 take possession of the site and of all materials thereon owned by the Contractor, and

.2 finish the Work by whatever reasonable method the Owner may deem expedient.


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§ 16.2.3 When the Owner terminates the Contract for one of the reasons stated in Section 16.2.1, the Contractor shall not be entitled to receive further payment until the Work is finished.

§ 16.2.4 If the unpaid balance of the Contract Sum exceeds costs of finishing the Work, such excess shall be paid to the Contractor. If such costs exceed the unpaid balance, the Contractor shall pay the difference to the Owner. This obligation for payment shall survive termination of the Contract. § 16.3 TERMINATION BY THE OWNER FOR CONVENIENCE The Owner may, at any time, terminate the Contract for the Owner’s convenience and without cause. The Contractor shall be entitled to receive payment for Work executed, and costs incurred by reason of such termination, along with reasonable overhead and profit on the Work not executed.

ARTICLE 17 OTHER TERMS AND CONDITIONS (Insert any other terms or conditions below.)

««17.1 Retainage: Ten Percent (10%) retainage required on all labor and materials. 17.2 Nothing in this Agreement shall be understood to waive or diminish the sovereignty of the Choctaw Nation of Oklahoma. 17.2 Disputes: All claims, disputes, and other matters in question between the parties to this Agreement, arising out of or relating to this Agreement or its breach, shall be brought to the attention of the other party by written notice within three (3) weeks of the date when the claim, dispute, or other matter in question became known or should have became known to the complaining party. Contractor shall have no right to cease work during the period a complaint is pending. After receipt of written notice of complaint, the party complained to shall have three (3) weeks to submit a written response. If the parties are then unable to resolve the differences , a complaint may be brought in a court of competent jurisdiction for adjudication of the dispute or the parties may jointly agree to resolve the matter by mediation or binding arbitration. This is not an agreement to submit any such dispute to mediation or binding arbitration, but is an acknowledgement that such approaches to dispute resolution are a feasible alternative that may be mutually elected by the parties in lieu of a lawsuit. Neither party shall have a duty to elect or agree to the other’s election of either alternative. » This Agreement entered into as of the day and year first written above. (If required by law, insert cancellation period, disclosures or other warning statements above the signatures.)

« »

OWNER (Signature)

CONTRACTOR (Signature)

« »« » « »

« »« » « »

(Printed name, title and address) (Printed name, title and address)

LICENSE NO.: JURISDICTION:


INSURANCE REQUIREMENTS 00 80 00- 1

Section 00 80 00

INSURANCE REQUIREMENTS

PART 1 - GENERAL

1.1 SUPPLEMENTARY CONDITIONS

A. These Supplementary Conditions amend and supplement the General Conditions defined in Document 00 50 00 and other provisions of the Contract Documents as indicated below. All provisions which are not so amended or supplemented remain in full force and effect.

B. The terms used in these Supplementary Conditions which are defined in the General

Conditions have the meanings assigned to them in the General Conditions. PART2 - MODIFICATIONS TO AIA A105

2.2 ARTICLE 5 - INSURANCE

A. Before performing contractual services on the behalf of or for the Choctaw Nation of Oklahoma, compliance with the following insurance requirements must be verified prior to commencing work on the project. Submit insurance certification for all coverages.

Provide an original Certificate of insurance naming the Choctaw Nation of Oklahoma as an Additional Insured and evidencing a Waiver of Subrogation in favor of the Choctaw Nation of Oklahoma. This requirement shall apply to all insurance coverage with respect to this project.

The certificate should contain the following information:

1. Type of insurance 2. Policy number 3. Effective date 4. Expiration date 5. Limits of Liability (this amount is usually stated in thousands) 6. All Certificates of Insurance shall include a minimum thirty (30) days Notice of Cancellation to be provided to the Owner clause. 7. Coverage Territory

2.3 INSURANCE REQUIREMENTS

A. Worker’s Compensation: 1. Applicable Federal: Statutory 2. Applicable State: Statutory 3. Employer’s Liability: $1,000,000 4. Provide waiver of subrogation in favor of Choctaw Nation of Oklahoma. 5. Choctaw Nation of Oklahoma shall be added as an Additional Insured



B. Contractor’s General Liability Insurance including coverage for Premises-Operations,

Independent Contractor’s Protective, Products-Completed Operations, Personal Injury and Broad Form Property Damage (including coverage for Explosion, Collapse and Underground Hazards) shall be as follows:

1. Bodily Injury and Property Damage Each Occurrence: $500,000 Aggregate: $1,000,000 2. Products-Completed Operations Each Occurrence: $500,000 Aggregate: $1,000,000

3. Choctaw Nation of Oklahoma shall be named as additional insured. Provide waiver of subrogation in favor of Choctaw Nation of Oklahoma.

4. If the General Liability Policy includes a General Aggregate, such General Aggregate

shall be not less than $1,000,000. The policy shall be endorsed to have the General Aggregate apply to this Project only.

5. Products and Completed Operations Insurance shall be maintained for one (1) year after

final payment.

C. Contractual Liability (Hold Harmless Coverage)

1. Bodily Injury Each Occurrence: $500,000 Aggregate: $1,000,000 2. Property Damage Each Occurrence: $500,000 Aggregate: $1,000,000

3. Choctaw Nation of Oklahoma shall be named as additional insured. Provide waiver of

subrogation in favor of Choctaw Nation of Oklahoma.

4. Contractual Liability insurance shall include coverage sufficient to meet the obligations of AIA Document A105

D. Personal Injury

Per Occurrence: $1,000,000 Aggregate: $2,000,000



E. Automobile Liability

Bodily Injury and Property Damage: $1,000,000 Combined Single Limit

Choctaw Nation of Oklahoma shall be named as additional insured. Provide waiver of subrogation in favor of Choctaw Nation of Oklahoma.

F. Owner’s Liability Insurance

1. As required in AIA Document A105

G. Builder’s Risk Insurance

1. The Contractor will maintain Builders Risk Insurance on a 100% completed value basis on the project for the benefit of the Owner, Architect, the Contractor and all Subcontractors.

H. Subcontractor Coverage

1. The Contractor shall either require each of his subcontractors to procure and maintain

during the life of his subcontract, Subcontractor’s Public Liability and Property Damage insurance of the type and in the same amounts as specified above or insure the activities of the subcontractors in his own policy.

2.4 BOND REQUIREMENTS

A Bonding is not required on this project.

END OF SECTION

SECTION 01 10 00

SUMMARY

PART 1 GENERAL

1.01 PROJECT

A. Project Name: CDIB Building New Door - Choctaw Nation Headquarters, Durant, OK.

B. Owner's Name: Choctaw Nation of Oklahoma.

C. Architect's Name: Eastern Oklahoma Tribal Schools Facilities Management Program - Tracy Hartman, Architect.

D. The Project consists of the alteration of an existing window opening for the installation of a new Aluminum Storefront door. Project also includes new exterior stair and ramp.

1.02 CONTRACT DESCRIPTION

A. Contract Type: A single prime contract based on a Stipulated Price as described in Document 00 52 00 - Agreement Form.

1.03 DESCRIPTION OF ALTERATIONS WORK

A. Scope of demolition and removal work is shown on drawings and specified in Section 02 41 00.

B. Electrical Power: Alter existing system as required for installation of new door.

C. Fire Alarm: Alter existing system as required for installation of new door.

D. Telephone: Alter existing system as required for installation of new door.

1.04 OWNER OCCUPANCY

A. Owner intends to continue to occupy adjacent portions of the existing building during the entire construction period.

B. Cooperate with Owner to minimize conflict and to facilitate Owner's operations.

C. Schedule the Work to accommodate Owner occupancy.

1.05 CONTRACTOR USE OF SITE AND PREMISES

A. Arrange use of site and premises to allow:1. Owner occupancy.2. Use of site and premises by the public.

B. Provide access to and from site as required by law and by Owner:1. Emergency Building Exits During Construction: Keep all exits required by code open

during construction period; provide temporary exit signs if exit routes are temporarily altered.

2. Do not obstruct roadways, sidewalks, or other public ways without permit.

C. Existing building spaces may not be used for storage.

D. Time Restrictions:1. Conduct work only during normal business hours.

E. Utility Outages and Shutdown:

CDIB Building New DoorChoctaw Nation HeadquartersDurant, OklahomaChoctaw Nation of Oklahoma

Project E12-26 SUMMARY01 10 00 - 1

1. Limit disruption of utility services to hours the building is unoccupied.2. Do not disrupt or shut down life safety systems, including but not limited to fire

sprinklers and fire alarm system, without 7 days notice to Owner and authorities having jurisdiction.

3. Prevent accidental disruption of utility services to other facilities.

1.06 WORK SEQUENCE

A. Coordinate construction schedule and operations with Owner.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

END OF SECTION


Project E12-26 SUMMARY01 10 00 - 2

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL


A. Procedures for preparation and submittal of applications for progress payments.

B. Documentation of changes in Contract Price and Contract Time.

C. Change procedures.

D. Procedures for preparation and submittal of application for final payment.

1.02 RELATED REQUIREMENTS

A. Document 00 50 00 - Agreement Form: Contract Price, retainages, payment period, monetary values of unit prices.

1.03 SCHEDULE OF VALUES

A. Form to be used: AIA G703.

B. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit sample to Architect for approval.

C. Forms filled out by hand will not be accepted.

D. Submit Schedule of Values in duplicate within 15 days after date of Owner-Contractor Agreement.

E. Revise schedule to list approved Change Orders, with each Application For Payment.

1.04 APPLICATIONS FOR PROGRESS PAYMENTS

A. Payment Period: Submit at intervals stipulated in the Agreement.

B. Form to be used: AIA G702.

C. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit sample to Architect for approval.

D. Forms filled out by hand will not be accepted.

E. For each item, provide a column for listing each of the following:1. Item Number.2. Description of work.3. Scheduled Values.4. Previous Applications.5. Work in Place and Stored Materials under this Application.6. Authorized Change Orders.7. Total Completed and Stored to Date of Application.8. Percentage of Completion.9. Balance to Finish.10. Retainage.

F. Execute certification by signature of authorized officer.

G. Submit three copies of each Application for Payment.


Project E12-26 PRICE AND PAYMENT PROCEDURES01 20 00 - 1

H. Include the following with the application:1. Transmittal letter as specified for Submittals in Section 01 30 00.2. Partial release of liens from major Subcontractors and vendors.

I. When Architect requires substantiating information, submit data justifying dollar amounts in question.

1.05 MODIFICATION PROCEDURES

A. For minor changes not involving an adjustment to the Contract Price or Contract Time, Architect will issue instructions directly to Contractor.

B. For other required changes, Architect will issue a document signed by Owner instructing Contractor to proceed with the change, for subsequent inclusion in a Change Order.1. The document will describe the required changes and will designate method of

determining any change in Contract Price or Contract Time.2. Promptly execute the change.

C. For changes for which advance pricing is desired, Architect will issue a document that includes a detailed description of a proposed change with supplementary or revised drawings and specifications, a change in Contract Time for executing the change with a stipulation of any overtime work required and the period of time during which the requested price will be considered valid. Contractor shall prepare and submit a fixed price quotation within 14 days.

D. Computation of Change in Contract Amount: As specified in the Agreement and Conditions of the Contract.1. For change requested by Architect for work falling under a fixed price contract, the

amount will be based on Contractor's price quotation, as approved.2. For change requested by Contractor, the amount will be based on the Contractor's

request for a Change Order as approved by Architect.

E. Substantiation of Costs: Provide full information required for evaluation.1. On request, provide following data:

a. Quantities of products, labor, and equipment.b. Taxes, insurance, and bonds.c. Overhead and profit.d. Justification for any change in Contract Time.e. Credit for deletions from Contract, similarly documented.

F. Execution of Change Orders: Architect will issue Change Orders for signatures of parties as provided in the Conditions of the Contract.

G. After execution of Change Order, promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjust the Contract Price.

1.06 APPLICATION FOR FINAL PAYMENT

A. Prepare Application for Final Payment as specified for progress payments, identifying total adjusted Contract Price, previous payments, and sum remaining due.

B. Application for Final Payment will not be considered until the following have been accomplished:1. All closeout procedures specified in Section 01 70 00.





END OF SECTION



SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL


A. Preconstruction meeting.

B. Progress meetings.

C. Construction progress schedule.

D. Progress photographs.

E. Submittals for review, information, and project closeout.

F. Number of copies of submittals.


PART 3 EXECUTION

3.01 PRECONSTRUCTION MEETING

A. Owner will schedule a meeting after Notice of Award.

B. Attendance Required:1. Owner.2. Contractor.

C. Agenda:1. Submission of list of Subcontractors, list of Products, schedule of values, and progress

schedule.2. Designation of personnel representing the parties to Contract.3. Procedures and processing of field decisions, submittals, substitutions, applications for

payments, proposal request, Change Orders, and Contract closeout procedures.4. Scheduling.

D. Contractor shall record minutes and distribute copies within two days after meeting to participants, with copies to Architect, Owner, participants, and those affected by decisions made.

3.02 PROGRESS MEETINGS

A. Schedule and administer meetings throughout progress of the Work at maximum monthly intervals.

B. Attendance Required: Job superintendent, major Subcontractors and suppliers, Owner, Architect, as appropriate to agenda topics for each meeting.

C. Agenda:1. Review minutes of previous meetings.2. Review of Work progress.3. Field observations, problems, and decisions.4. Identification of problems that impede, or will impede, planned progress.5. Review of submittals schedule and status of submittals.6. Maintenance of progress schedule.7. Corrective measures to regain projected schedules.


Project E12-26 ADMINISTRATIVE REQUIREMENTS01 30 00 - 1

8. Planned progress during succeeding work period.9. Maintenance of quality and work standards.10. Effect of proposed changes on progress schedule and coordination.11. Other business relating to Work.

D. Record minutes and distribute copies within two days after meeting to participants, with two copies to Architect, Owner, participants, and those affected by decisions made.

3.03 CONSTRUCTION PROGRESS SCHEDULE

A. Within 10 days after date of the Agreement, submit schedule.

3.04 PROGRESS PHOTOGRAPHS

A. Submit photographs with each application for payment, taken not more than 3 days prior to submission of application for payment.

B. Photography Type: Digital; electronic files.

C. In addition to periodic, recurring views, take photographs of each of the following events:1. Demolition in progress2. Framing in progress and upon completion.3. Final completion, minimum of ten (10) photos.

D. Digital Photographs: 24 bit color, minimum resolution of 1600 by 1200 ("2 megapixel"), in JPG format; provide files unaltered by photo editing software.1. Delivery Medium: Via email.2. File Naming: Include project identification, date and time of view, and view identification.

3.05 SUBMITTALS FOR REVIEW

A. When the following are specified in individual sections, submit them for review:1. Product data.2. Shop drawings.3. Samples for selection.4. Samples for verification.

B. Submit to Architect for review for the limited purpose of checking for conformance with information given and the design concept expressed in the contract documents.

C. Samples will be reviewed only for aesthetic, color, or finish selection.

D. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article below and for record documents purposes described in Section 01 78 00 - CLOSEOUT SUBMITTALS.

3.06 SUBMITTALS FOR INFORMATION

A. When the following are specified in individual sections, submit them for information:1. Design data.2. Certificates.3. Test reports.4. Inspection reports.5. Manufacturer's instructions.6. Manufacturer's field reports.7. Other types indicated.



B. Submit for Architect's knowledge as contract administrator or for Owner. No action will be taken.

3.07 SUBMITTALS FOR PROJECT CLOSEOUT

A. When the following are specified in individual sections, submit them at project closeout:1. Project record documents.2. Operation and maintenance data.3. Warranties.4. Other types as indicated.

B. Submit for Owner's benefit during and after project completion.

3.08 NUMBER OF COPIES OF SUBMITTALS

A. Documents: Submit one electronic copy in PDF format via email; an electronically-marked up file will be returned. Create PDFs at native size and right-side up; illegible files will be rejected.

B. Samples: Submit the number specified in individual specification sections; one of which will be retained by Architect.1. After review, produce duplicates.2. Retained samples will not be returned to Contractor unless specifically so stated.

3.09 SUBMITTAL PROCEDURES

A. Transmit each submittal with approved form.

B. Sequentially number the transmittal form. Revise submittals with original number and a sequential alphabetic suffix.

C. Identify Project, Contractor, Subcontractor or supplier; pertinent drawing and detail number, and specification section number, as appropriate on each copy.

D. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of Products required, field dimensions, adjacent construction Work, and coordination of information is in accordance with the requirements of the Work and Contract Documents.

E. Schedule submittals to expedite the Project, and coordinate submission of related items.

F. For each submittal for review, allow 15 days excluding delivery time to and from the Contractor.

G. Identify variations from Contract Documents and Product or system limitations that may be detrimental to successful performance of the completed Work.

H. Provide space for Contractor and Architect review stamps.

I. When revised for resubmission, identify all changes made since previous submission.

J. Distribute reviewed submittals as appropriate. Instruct parties to promptly report any inability to comply with requirements.

K. Submittals not requested will not be recognized or processed.

END OF SECTION




DETERMINATION AND EXTENSION OF TIME

01 34 00 - 1

SECTION 01 34 00


PART 1 GENERAL


A. Procedures for determination and extension of Contract Time.


A. The Contract Documents, as detailed in Section 00 50 00 Agreement.

1.03 REFERENCE STANDARDS

A. Oklahoma Department of Transportation (ODOT)

1. ODOT ‐State of Oklahoma Department of Transportation Standard Specification for Highway

Construction 1999, Subsection 108.07 ‐Determination and Extension of Contract Time.

1.04 DEFINITIONS

A. Contract Time: As defined in the Agreement, Section 00 50 00 and in Bid Form, Section 00 41 0.

B. Excusable (Non‐compensable Delay): Defined in ODOT, Subsection 108.07.a.

C. Normal Adverse Weather: Adverse weather which, regardless of its severity, is to be expected for that particular place at that particular time of the year.

D. Unusually Severe Weather: Defined in ODOT Subsection 108.07.b.

E. Weather Related Conditions: Conditions persist as the result of Unusually Severe Weather that prevents the Contractor from conducting work critical to the project schedule including, but not limited to the following: 1. Conditions that prevent access to the Site or to the Work for trades critical to the project

schedule.

1.05 EXTENSION OF TIME

A. Unusually Severe Weather: Extension of time for unusually severe weather will be determined on a monthly basis and will include only those actual adverse weather days in excess of the normal adverse weather days included in the Contract Time.

B. Compensable Delay: Contract time allowed for performance of the Work may be extended for delays caused by Owner and/or Architect. Compensation may be paid only when completion of the delayed Work element prevents the start of Work on a successive Work element and will adversely impact on the project completion. Float time in scheduling of the successive Work elements is a shared commodity and no compensation will be paid to the Contractor by the Owner for the use of float time.

C. Extension of Time: When found justified by the Architect, Contract Time will be extended by Change Order as detailed in Section 00700, General Conditions. 1. Weather Related Conditions: Contractor may request an extension of Time within time limits

defined by providing the following: a. Contractor immediately notifies the Owner and Architect in writing of Conditions and the critical



01 34 00 - 2

Work affected. b. Contractor notifies the Owner and Architect of anticipated delay(s) resulting from Conditions. c. Contractor identifies specific actions planned as well as actions being taken to compensate for

Conditions.

1.06 NORMAL ADVERSE WEATHER DAYS

A. This project is located in Bryan County which is within ODOT Field Division 2.

B. The Contractor shall include the following number of Normal Adverse Weather Delays in the bid amount. The following number of Adverse Weather Days per each month indicated below are considered "normal" and will not result in an extension of the Contract Time.

1. January: 7 days 2. February: 6 days 3. March: 5 days 4. April: 4 days 5. May: 4 days 6. June: 2 days 7. July: 2 days 8. August: 2 days 9. September: 3 days 10. October: 3 days 11. November: 4 days 12. December: 7 days

1.07 NOTIFICATION OF DELAY

A. Within 5 calendar days of the occurrence of a delay to the prosecution of the Work, the Contractor shall notify the Owner and Architect in writing of such a delay and indicate that a request for delay consideration will be filed with the Architect.

B. In the case of Weather Related Conditions, notification shall include digital photos of the Condition preventing Work in addition to the following: 1. Detailed explanation of the anticipated related damages, if any. 2. Trades affected by the delay. 3. Current construction schedule with critical trades identified.

1.08 PROCEDURES FOLLOWING NOTIFICATION OF DELAY

A. The Contractor shall maintain a daily record of each operation affected by the delay and the location of the operations affected. Contractor shall also prepare and submit written reports to the Architect containing the following information each Monday: 1. Number of days behind schedule. 2. A summary of all operations that have been delayed or will be delayed. 3. In the case of a compensable delay, the Contractor shall explain how the Architect's and/or

Owner's act delay each operation and estimate the amount of time required to complete the Project.

B. Delay costs allegedly incurred prior to notifying the Architect that operations have been delayed will not be permitted.



01 34 00 - 3

1.09 PROCEDURES FOLLOWING COMPLETION OF WORK ALLEGED TO BE DELAYED

A. Within fifteen (15) calendar days of Substantial Completion, or phase of Work claimed delayed, the Contractor shall submit a report to the Architect containing the following information: 1. A description of the operations that were delayed and the documentation and explanation of the

reason for the delay, including all reports prepared for the Contractor by consultants, if utilized. 2. Chart or other graphic depiction of how operations were delayed. 3. An item by item measurement and explanation of extra costs requested for reimbursement due to the

delay. B. The Architect will review the data contained in the Contractor's report and Project Field

Superintendent's daily project log, records and inspection reports available.

C. A written decision of the Architect will be issued to the Contractor which will contain notification of any additional time which may be approved.

D. In the case of a Compensable Delay, if the Architect determines that the Architect and/or Owner is responsible for delays to the Contractor's operation, the Architect's written decision will identify the nature and extent of any delay and the compensation which may be due to the Contractor.

PART 2 PRODUCTS ‐NOT USED

PART 3 EXECUTION ‐NOT USED

END OF SECTION

SECTION 01 40 00

QUALITY REQUIREMENTS

PART 1 GENERAL


A. References and standards.

B. Quality assurance submittals.

C. Control of installation.

D. Tolerances.

1.02 SUBMITTALS

A. Certificates: When specified in individual specification sections, submit certification by the manufacturer and Contractor or installation/application subcontractor to Architect, in quantities specified for Product Data.1. Indicate material or product conforms to or exceeds specified requirements. Submit

supporting reference data, affidavits, and certifications as appropriate.

1.03 REFERENCES AND STANDARDS

A. For products and workmanship specified by reference to a document or documents not included in the Project Manual, also referred to as reference standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes.

B. Conform to reference standard of date of issue current on date of Contract Documents, except where a specific date is established by applicable code.

C. Obtain copies of standards where required by product specification sections.

D. Should specified reference standards conflict with Contract Documents, request clarification from Architect before proceeding.

E. Neither the contractual relationships, duties, or responsibilities of the parties in Contract nor those of Architect shall be altered from the Contract Documents by mention or inference otherwise in any reference document.


PART 3 EXECUTION

3.01 CONTROL OF INSTALLATION

A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce Work of specified quality.

B. Comply with manufacturers' instructions, including each step in sequence.

C. Should manufacturers' instructions conflict with Contract Documents, request clarification from Architect before proceeding.

D. Comply with specified standards as minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.


Project E12-26 QUALITY REQUIREMENTS01 40 00 - 1

E. Have Work performed by persons qualified to produce required and specified quality.

F. Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer.

G. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, and disfigurement.

3.02 TOLERANCES

A. Monitor fabrication and installation tolerance control of products to produce acceptable Work. Do not permit tolerances to accumulate.

B. Comply with manufacturers' tolerances. Should manufacturers' tolerances conflict with Contract Documents, request clarification from Architect before proceeding.

C. Adjust products to appropriate dimensions; position before securing products in place.

3.03 DEFECT ASSESSMENT

A. Replace Work or portions of the Work not conforming to specified requirements.

B. If, in the opinion of Architect, it is not practical to remove and replace the Work, Architect will direct an appropriate remedy or adjust payment.

END OF SECTION


Project E12-26 QUALITY REQUIREMENTS01 40 00 - 2

SECTION 01 41 00

REGULATORY REQUIREMENTS

PART 1 GENERAL

1.01 SUMMARY

A. Regulatory requirements applicable to this project are the following:

B. 36 CFR 1191 - Americans with Disabilities Act Accessibility Guidelines for Buildings and Facilities; Final Rule; 2010; (ADA Standards for Accessible Design).

C. 29 CFR 1910 - Occupational Safety and Health Standards; current edition; as a work place.

D. NFPA 101 - Life Safety Code, 2012.

E. ICC (IBC) - ICC International Building Code, 2009.

F. ICC (IPC) - ICC International Plumbing Code, 2009.

G. ICC (IMC) - ICC International Mechanical Code, 2009.

H. NFPA 70 - National Electrical Code, 2011.


A. Section 01 40 00 - Quality Requirements.



END OF SECTION


Project E12-26 REGULATORY REQUIREMENTS01 41 00 - 1

SECTION 01 42 16

DEFINITIONS

PART 1 GENERAL

1.01 SUMMARY

A. Other definitions are included in individual specification sections.

1.02 DEFINITIONS

A. Furnish: To supply, deliver, unload, and inspect for damage.

B. Install: To unpack, assemble, erect, apply, place, finish, cure, protect, clean, start up, and make ready for use.

C. Product: Material, machinery, components, equipment, fixtures, and systems forming the work result. Not materials or equipment used for preparation, fabrication, conveying, or erection and not incorporated into the work result. Products may be new, never before used, or re-used materials or equipment.

D. Project Manual: The book-sized volume that includes the procurement requirements (if any), the contracting requirements, and the specifications.

E. Provide: To furnish and install.

F. Supply: Same as Furnish.



END OF SECTION


Project E12-26 DEFINITIONS01 42 16 - 1

SECTION 01 50 00

TEMPORARY FACILITIES AND CONTROLS

PART 1 GENERAL


A. Temporary utilities.

B. Temporary telecommunications services.

C. Temporary sanitary facilities.

D. Temporary Controls: Barriers, enclosures, and fencing.

E. Security requirements.

F. Vehicular access and parking.

G. Waste removal facilities and services.

1.02 TEMPORARY UTILITIES

A. Owner will provide the following:1. Electrical power and metering, consisting of existing site utilities. Contractor is

responsible for proper, code-compliant, connection to existing utilities.2. Water supply, consisting of existing site utilities. Contractor is responsible for proper,

code-compliant, connection to existing utilities.

B. Use trigger-operated nozzles for water hoses, to avoid waste of water.

1.03 TELECOMMUNICATIONS SERVICES

A. Provide, maintain, and pay for wireless (cellular) telecommunications services for field personnel.

1.04 TEMPORARY SANITARY FACILITIES

A. Provide and maintain temporary toilet facilities and enclosures. Provide at time of project mobilization. Contractor shall maintain facilities in a clean and sanitary condition.

1.05 BARRIERS

A. Provide barriers to prevent unauthorized entry to construction areas, to prevent access to areas that could be hazardous to workers or the public, to allow for owner's use of site and to protect existing facilities and adjacent properties from damage from construction operations and demolition.

B. Provide barricades and covered walkways required by governing authorities for public rights-of-way and for public access to existing building.

C. Protect non-owned vehicular traffic, stored materials, site, and structures from damage.

1.06 EXTERIOR ENCLOSURES

A. Provide temporary insulated weather tight closure of exterior openings to accommodate acceptable working conditions and protection for Products, to allow for temporary heating and maintenance of required ambient temperatures identified in individual specification sections, and to prevent entry of unauthorized persons.


Project E12-26 TEMPORARY FACILITIES AND CONTROLS01 50 00 - 1

1.07 INTERIOR ENCLOSURES

A. Provide temporary partitions to separate work areas from Owner-occupied areas, to prevent penetration of dust and moisture into Owner-occupied areas, and to prevent damage to existing materials and equipment.

B. Construction: Framing and reinforced polyethylene sheet materials with closed joints and sealed edges at intersections with existing surfaces:

1.08 SECURITY

A. Provide security and facilities to protect Work, and Owner's operations from unauthorized entry, vandalism, or theft.

1.09 VEHICULAR ACCESS AND PARKING

A. Provide and maintain access to fire hydrants, free of obstructions.

B. Existing on-site roads may be used for construction traffic.

C. Existing parking areas may be used for construction parking. Contractor's workers parked vehicles may not park directly in front of building entrances. Contact Owner's facilites manager for parking information.

1.10 WASTE REMOVAL

A. Provide waste removal facilities and services as required to maintain the site in clean and orderly condition.

B. Provide containers with lids. Remove trash from site periodically.

1.11 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS

A. Remove temporary utilities, equipment, facilities, materials, prior to Substantial Completion inspection.

B. Clean and repair damage caused by installation or use of temporary work.

C. Restore existing facilities used during construction to original condition.



END OF SECTION


Project E12-26 TEMPORARY FACILITIES AND CONTROLS01 50 00 - 2

SECTION 01 60 00

PRODUCT REQUIREMENTS

PART 1 GENERAL


A. General product requirements.

B. Transportation, handling, storage and protection.

C. Product option requirements.

D. Substitution limitations and procedures.

1.02 SUBMITTALS

A. Product Data Submittals: Submit manufacturer's standard published data. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information specific to this Project.

B. Shop Drawing Submittals: Prepared specifically for this Project; indicate utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.

C. Sample Submittals: Illustrate functional and aesthetic characteristics of the product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work.1. For selection from standard finishes, submit samples of the full range of the

manufacturer's standard colors, textures, and patterns.

PART 2 PRODUCTS

2.01 EXISTING PRODUCTS

A. Do not use materials and equipment removed from existing premises unless specifically required or permitted by the Contract Documents.

B. Unforeseen historic items encountered remain the property of the Owner; notify Owner promptly upon discovery; protect, remove, handle, and store as directed by Owner.

2.02 NEW PRODUCTS

A. Provide new products unless specifically required or permitted by the Contract Documents.

B. Do not use products having any of the following characteristics:1. Made using or containing CFC's or HCFC's.2. Made of wood from newly cut old growth timber.

2.03 PRODUCT OPTIONS

A. Products Specified by Reference Standards or by Description Only: Use any product meeting those standards or description.

B. Products Specified by Naming One or More Manufacturers: Use a product of one of the manufacturers named and meeting specifications, no options or substitutions allowed.

C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for substitution for any manufacturer not named.

PART 3 EXECUTION


Project E12-26 PRODUCT REQUIREMENTS01 60 00 - 1

3.01 SUBSTITUTION PROCEDURES

A. Instructions to Bidders specify time restrictions for submitting requests for substitutions during the bidding period. Comply with requirements specified in this section.

B. Substitutions may be considered when a product becomes unavailable through no fault of the Contractor.

C. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents.

D. A request for substitution constitutes a representation that the submitter:1. Has investigated proposed product and determined that it meets or exceeds the quality

level of the specified product.2. Will provide the same warranty for the substitution as for the specified product.3. Will coordinate installation and make changes to other Work that may be required for

the Work to be complete with no additional cost to Owner.4. Waives claims for additional costs or time extension that may subsequently become

apparent.

E. Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals, without separate written request, or when acceptance will require revision to the Contract Documents.

F. Substitution Submittal Procedure:1. Submit three copies of request for substitution for consideration. Limit each request to

one proposed substitution.2. Submit shop drawings, product data, and certified test results attesting to the proposed

product equivalence. Burden of proof is on proposer.3. The Architect will notify Contractor in writing of decision to accept or reject request.

3.02 TRANSPORTATION AND HANDLING

A. Coordinate schedule of product delivery to designated prepared areas in order to minimize site storage time and potential damage to stored materials.

B. Transport and handle products in accordance with manufacturer's instructions.

C. Transport materials in covered trucks to prevent contamination of product and littering of surrounding areas.

D. Promptly inspect shipments to ensure that products comply with requirements, quantities are correct, and products are undamaged.

E. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage.

F. Arrange for the return of packing materials, such as wood pallets, where economically feasible.

3.03 STORAGE AND PROTECTION

A. Designate receiving/storage areas for incoming products so that they are delivered according to installation schedule and placed convenient to work area in order to minimize waste due to excessive materials handling and misapplication.

B. Store and protect products in accordance with manufacturers' instructions.

C. Store with seals and labels intact and legible.



D. Store sensitive products in weather tight, climate controlled, enclosures in an environment favorable to product.

E. Provide bonded off-site storage and protection when site does not permit on-site storage or protection.

F. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to prevent condensation and degradation of products.

G. Prevent contact with material that may cause corrosion, discoloration, or staining.

H. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage.

I. Arrange storage of products to permit access for inspection. Periodically inspect to verify products are undamaged and are maintained in acceptable condition.

END OF SECTION



SECTION 01 70 00

EXECUTION AND CLOSEOUT REQUIREMENTS

PART 1 GENERAL


A. Examination, preparation, and general installation procedures.

B. Cutting and patching.

C. Cleaning and protection.

D. Closeout procedures, except payment procedures.


A. Section 01 10 00 - Summary: Limitations on working in existing building; continued occupancy; work sequence; identification of salvaged and relocated materials.

B. Section 01 30 00 - Administrative Requirements: Submittals procedures.

C. Section 01 40 00 - Quality Requirements: Testing and inspection procedures.

D. Section 01 50 00 - Temporary Facilities and Controls: Temporary interior partitions.

E. Section 02 41 00 - Demolition: Demolition of selected interior building elements.


A. NFPA 241 - Standard for Safeguarding Construction, Alteration, and Demolition Operations; 2009.

1.04 PROJECT CONDITIONS

A. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases.

B. Dust Control: Execute work by methods to minimize raising dust from construction operations. Provide positive means to prevent air-borne dust from dispersing intooccupied areas of the building.1. Provide dust-proof barriers between construction areas and areas continuing to be

occupied by Owner.

C. Noise Control: Provide methods, means, and facilities to minimize noise produced by construction operations.

D. Rodent Control: Provide methods, means, and facilities to prevent rodents from accessing or invading premises.

E. Pollution Control: Provide methods, means, and facilities to prevent contamination of soil, water, and atmosphere from discharge of noxious, toxic substances, and pollutants produced by construction operations. Comply with federal, state, and local regulations.

1.05 COORDINATION

A. Coordinate scheduling, submittals, and work of the various sections of the Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later.


Project E12-26 EXECUTION AND CLOSEOUT REQUIREMENTS01 70 00 - 1

B. In finished areas, conceal pipes, ducts, and wiring within the construction. Coordinate locations of fixtures and outlets with finish elements.

C. Coordinate completion and clean-up of work of separate sections.

D. After Owner occupancy of premises, coordinate access to site for correction of defective work and work not in accordance with Contract Documents, to minimize disruption of Owner's activities.

PART 2 PRODUCTS

2.01 PATCHING MATERIALS

A. New Materials: As specified in product sections; match existing products and work for patching and extending work.

B. Type and Quality of Existing Products: Determine by inspecting and testing products where necessary, referring to existing work as a standard.

C. Product Substitution: For any proposed change in materials, submit request for substitution described in Section 01 60 00.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent work. Start of work means acceptance of existing conditions.

B. Verify that existing substrate is capable of structural support or attachment of new work being applied or attached.

C. Examine and verify specific conditions described in individual specification sections.

D. Take field measurements before confirming product orders or beginning fabrication, to minimize waste due to over-ordering or misfabrication.

E. Verify that utility services are available, of the correct characteristics, and in the correct locations.

F. Prior to Cutting: Examine existing conditions prior to commencing work, including elements subject to damage or movement during cutting and patching. After uncovering existing work, assess conditions affecting performance of work. Beginning of cutting or patching means acceptance of existing conditions.

3.02 PREPARATION

A. Clean substrate surfaces prior to applying next material or substance.

B. Seal cracks or openings of substrate prior to applying next material or substance.

C. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to applying any new material or substance in contact or bond.

3.03 GENERAL INSTALLATION REQUIREMENTS

A. Install products as specified in individual sections, in accordance with manufacturer's instructions and recommendations, and so as to avoid waste due to necessity for replacement.

B. Make vertical elements plumb and horizontal elements level, unless otherwise indicated.



C. Install equipment and fittings plumb and level, neatly aligned with adjacent vertical and horizontal lines, unless otherwise indicated.

D. Make consistent texture on surfaces, with seamless transitions, unless otherwise indicated.

E. Make neat transitions between different surfaces, maintaining texture and appearance.

3.04 ALTERATIONS

A. Drawings showing existing construction and utilities are based on casual field observation and existing record documents only.1. Verify that construction and utility arrangements are as shown.2. Report discrepancies to Architect before disturbing existing installation.3. Beginning of alterations work constitutes acceptance of existing conditions.

B. Keep areas in which alterations are being conducted separated from other areas that are still occupied.1. Provide, erect, and maintain temporary dustproof partitions of construction specified in

Section 01 50 00 in locations indicated on drawings.

C. Maintain weatherproof exterior building enclosure except for interruptions required for replacement or modifications; take care to prevent water and humidity damage.1. Where openings in exterior enclosure exist, provide construction to make exterior

enclosure weatherproof.2. Insulate existing ducts or pipes that are exposed to outdoor ambient temperatures by

alterations work.

D. Remove existing work as indicated and as required to accomplish new work.1. Remove items indicated on drawings.2. Relocate items indicated on drawings.3. Where new surface finishes are to be applied to existing work, perform removals, patch,

and prepare existing surfaces as required to receive new finish; remove existing finish if necessary for successful application of new finish.

4. Where new surface finishes are not specified or indicated, patch holes and damaged surfaces to match adjacent finished surfaces as closely as possible.

E. Services (Including but not limited to HVAC, Electrical, and Telecommunications): Remove, relocate, and extend existing systems to accommodate new construction. All work done on services shall be performed by an individual or firm licensed in the State of Oklahoma for that work discipline.1. Maintain existing active systems that are to remain in operation; maintain access to

equipment and operational components; if necessary, modify installation to allow access or provide access panel.

2. Where existing systems or equipment are not active and Contract Documents require reactivation, put back into operational condition; repair supply, distribution, and equipment as required.

3. Where existing active systems serve occupied facilities but are to be replaced with new services, maintain existing systems in service until new systems are complete and ready for service.a. Disable existing systems only to make switchovers and connections; minimize

duration of outages.b. Provide temporary connections as required to maintain existing systems in service.

4. Verify that abandoned services serve only abandoned facilities.



5. Remove abandoned pipe, ducts, conduits, and equipment, including those above accessible ceilings; remove back to source of supply where possible, otherwise cap stub and tag with identification; patch holes left by removal using materials specified for new construction.

F. Protect existing work to remain.1. Prevent movement of structure; provide shoring and bracing if necessary.2. Perform cutting to accomplish removals neatly and as specified for cutting new work.3. Repair adjacent construction and finishes damaged during removal work.

G. Adapt existing work to fit new work: Make as neat and smooth transition as possible.

H. Patching: Where the existing surface is not indicated to be refinished, patch to match the surface finish that existed prior to cutting. Where the surface is indicated to be refinished, patch so that the substrate is ready for the new finish.

I. Refinish existing surfaces as indicated:1. Where rooms or spaces are indicated to be refinished, refinish all visible existing

surfaces to remain to the specified condition for each material, with a neat transition to adjacent finishes.

2. If mechanical or electrical work is exposed accidentally during the work, re-cover and refinish to match.

J. Clean existing systems and equipment.

K. Remove demolition debris and abandoned items from alterations areas and dispose of off-site; do not burn or bury.

L. Do not begin new construction in alterations areas before demolition is complete.

M. Comply with all other applicable requirements of this section.

3.05 CUTTING AND PATCHING

A. Whenever possible, execute the work by methods that avoid cutting or patching.

B. See Alterations article above for additional requirements.

C. Perform whatever cutting and patching is necessary to:1. Complete the work.2. Fit products together to integrate with other work.3. Provide openings for penetration of mechanical, electrical, and other services.4. Match work that has been cut to adjacent work.5. Repair areas adjacent to cuts to required condition.6. Repair new work damaged by subsequent work.7. Remove samples of installed work for testing when requested.8. Remove and replace defective and non-conforming work.

D. Execute work by methods that avoid damage to other work and that will provide appropriate surfaces to receive patching and finishing. In existing work, minimize damage and restore to original condition.

E. Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed without prior approval.

F. Restore work with new products in accordance with requirements of Contract Documents.

G. Fit work air tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces.



H. Patching:1. Finish patched surfaces to match finish that existed prior to patching. On continuous

surfaces, refinish to nearest intersection or natural break. For an assembly, refinish entire unit.

2. Match color, texture, and appearance.3. Repair patched surfaces that are damaged, lifted, discolored, or showing other

imperfections due to patching work. If defects are due to condition of substrate, repair substrate prior to repairing finish.

3.06 PROGRESS CLEANING

A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition.

B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or remote spaces, prior to enclosing the space.

C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to eliminate dust.

D. Collect and remove waste materials, debris, and trash/rubbish from site daily and dispose off-site; do not burn or bury.

3.07 PROTECTION OF INSTALLED WORK

A. Protect installed work from damage by construction operations.

B. Provide special protection where specified in individual specification sections.

C. Provide temporary and removable protection for installed products. Control activity in immediate work area to prevent damage.

D. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings.

E. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement of heavy objects, by protecting with durable sheet materials.

F. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is necessary, obtain recommendations for protection from waterproofing or roofing material manufacturer.

G. Remove protective coverings when no longer needed; reuse or recycle plastic coverings if possible.

3.08 ADJUSTING

A. Adjust operating products and equipment to ensure smooth and unhindered operation.

3.09 FINAL CLEANING

A. Use cleaning materials that are nonhazardous.

B. Clean interior and exterior glass, surfaces exposed to view; remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft surfaces.

C. Remove all labels that are not permanent. Do not paint or otherwise cover fire test labels or nameplates on mechanical and electrical equipment.



D. Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to the surface and material being cleaned.

E. Clean filters of operating equipment.

F. Clean debris from roofs, gutters, downspouts, and drainage systems.

G. Clean site; sweep paved areas, rake clean landscaped surfaces.

H. Remove waste, surplus materials, trash/rubbish, and construction facilities from the site; dispose of in legal manner; do not burn or bury.

3.10 CLOSEOUT PROCEDURES

A. Make submittals that are required by governing or other authorities.

B. Notify Architect when work is considered ready for Substantial Completion.

C. Submit written certification that Contract Documents have been reviewed, work has been inspected, and that work is complete in accordance with Contract Documents and ready for Architect's review.

D. Correct items of work listed in executed Certificates of Substantial Completion and comply with requirements for access to Owner-occupied areas.

E. Notify Architect when work is considered finally complete.

F. Complete items of work determined by Architect's final inspection.

END OF SECTION



SECTION 01 78 00

CLOSEOUT SUBMITTALS

PART 1 GENERAL


A. Project Record Documents.

B. Operation and Maintenance Data.

C. Warranties and bonds.


A. Section 01 30 00 - Administrative Requirements: Submittals procedures, shop drawings, product data, and samples.

B. Section 01 70 00 - Execution and Closeout Requirements: Contract closeout procedures.

C. Individual Product Sections: Specific requirements for operation and maintenance data.

D. Individual Product Sections: Warranties required for specific products or Work.

1.03 SUBMITTALS

A. Project Record Documents: Submit documents to Architect with claim for final Application for Payment.

B. Operation and Maintenance Data:1. Submit two copies of preliminary draft or proposed formats and outlines of contents

before start of Work. Architect will review draft and return one copy with comments.2. For equipment, or component parts of equipment put into service during construction

and operated by Owner, submit completed documents within ten days after acceptance.3. Submit one copy of completed documents 15 days prior to final inspection. This copy

will be reviewed and returned after final inspection, with Architect comments. Revise content of all document sets as required prior to final submission.

4. Submit two sets of revised final documents in final form within 10 days after final inspection.

C. Warranties:1. Make submittals within 10 days after Date of Substantial Completion, prior to final

Application for Payment.


PART 3 EXECUTION

3.01 PROJECT RECORD DOCUMENTS

A. Maintain on site one set of the following record documents; record actual revisions to the Work:1. Drawings.2. Addenda.3. Change Orders and other modifications to the Contract.4. Reviewed shop drawings, product data, and samples.5. Manufacturer's instruction for assembly, installation, and adjusting.

B. Ensure entries are complete and accurate, enabling future reference by Owner.


Project E12-26 CLOSEOUT SUBMITTALS01 78 00 - 1

C. Store record documents separate from documents used for construction.

D. Record information concurrent with construction progress.

E. Record Drawings and Shop Drawings: Legibly mark each item to record actual construction including:1. Field changes of dimension and detail.2. Details not on original Contract drawings.

3.02 OPERATION AND MAINTENANCE DATA

A. For Each Product or System: List names, addresses and telephone numbers of Subcontractors and suppliers, including local source of supplies and replacement parts.

B. Product Data: Mark each sheet to clearly identify specific products and component parts, and data applicable to installation. Delete inapplicable information.

C. Drawings: Supplement product data to illustrate relations of component parts of equipment and systems, to show control and flow diagrams. Do not use Project Record Documents as maintenance drawings.

D. Typed Text: As required to supplement product data. Provide logical sequence of instructions for each procedure, incorporating manufacturer's instructions.

3.03 OPERATION AND MAINTENANCE DATA FOR MATERIALS AND FINISHES

A. For Each Product, Applied Material, and Finish:1. Product data, with catalog number, size, composition, and color and texture

designations.

B. Instructions for Care and Maintenance: Manufacturer's recommendations for cleaning agents and methods, precautions against detrimental cleaning agents and methods, and recommended schedule for cleaning and maintenance.

3.04 OPERATION AND MAINTENANCE MANUALS

A. Prepare instructions and data by personnel experienced in maintenance and operation of described products.

B. Prepare data in the form of an instructional manual.

C. Binders: Commercial quality, 8-1/2 by 11 inch three D side ring binders with durable plastic covers; 2 inch maximum ring size. When multiple binders are used, correlate data into related consistent groupings.

D. Cover: Identify each binder with typed or printed title OPERATION AND MAINTENANCE INSTRUCTIONS; identify title of Project; identify subject matter of contents.

E. Provide tabbed dividers for each separate product and system, with typed description of product and major component parts of equipment.

F. Text: Manufacturer's printed data, or typewritten data on 24 pound paper.

G. Drawings: Provide with reinforced punched binder tab. Bind in with text; fold larger drawings to size of text pages.

H. Table of Contents: Provide title of Project; names, addresses, and telephone numbers of Architect, Consultants, and Contractor with name of responsible parties; schedule of products and systems, indexed to content of the volume.



3.05 WARRANTIES AND BONDS

A. Obtain warranties and bonds, executed in duplicate by responsible Subcontractors, suppliers, and manufacturers, within 10 days after completion of the applicable item of work. Except for items put into use with Owner's permission, leave date of beginning of time of warranty until the Date of Substantial completion is determined.

B. Verify that documents are in proper form, contain full information, and are notarized.

C. Co-execute submittals when required.

D. Retain warranties until time specified for submittal.

END OF SECTION



SECTION 02 41 00

DEMOLITION

PART 1 GENERAL


A. Selective demolition of building elements for alteration purposes.


A. 29 CFR 1926 - U.S. Occupational Safety and Health Standards; current edition.

B. NFPA 241 - Standard for Safeguarding Construction, Alteration, and Demolition Operations; 2009.

1.03 SUBMITTALS

A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.

B. Site Plan: Showing:1. Areas for temporary construction and field offices.

C. Project Record Documents: Accurately record actual locations of capped and active utilities and subsurface construction.

PART 3 EXECUTION

2.01 SCOPE

A. Remove portion of existing exterior wall for installation of new door and frame as indicated.

B. Remove other items as indicated.

2.02 GENERAL PROCEDURES AND PROJECT CONDITIONS

A. Comply with applicable codes and regulations for demolition operations and safety of adjacent structures and the public.1. Use of explosives is not permitted.2. Take precautions to prevent catastrophic or uncontrolled collapse of structures to be

removed; do not allow worker or public access within range of potential collapse of unstable structures.

3. Provide, erect, and maintain temporary barriers and security devices.4. Use physical barriers to prevent access to areas that could be hazardous to workers or

the public.5. Conduct operations to minimize effects on and interference with adjacent structures and

occupants.6. Conduct operations to minimize obstruction of public and private entrances and exits;

do not obstruct required exits at any time; protect persons using entrances and exits from removal operations.

B. Do not begin removal until receipt of notification to proceed from Owner.

C. Protect existing structures and other elements that are not to be removed.1. Provide bracing and shoring.2. Prevent movement or settlement of adjacent structures.3. Stop work immediately if adjacent structures appear to be in danger.


Project E12-26 DEMOLITION02 41 00 - 1

D. If hazardous materials are discovered during removal operations, stop work and notify Architect and Owner; hazardous materials include regulated asbestos containing materials, lead, PCB's, and mercury.

E. Partial Removal of Paving and Curbs: Neatly saw cut at right angle to surface.

2.03 EXISTING UTILITIES

A. Coordinate work with utility companies; notify before starting work and comply with their requirements; obtain required permits.

B. Protect existing utilities to remain from damage.

C. Do not disrupt public utilities without permit from authority having jurisdiction.

D. Do not close, shut off, or disrupt existing life safety systems that are in use without at least 7 days prior written notification to Owner.

E. Do not close, shut off, or disrupt existing utility branches or take-offs that are in use without at least 3 days prior written notification to Owner.

F. Locate and mark utilities to remain; mark using highly visible tags or flags, with identification of utility type; protect from damage due to subsequent construction, using substantial barricades if necessary.

G. Remove exposed piping, valves, meters, equipment, supports, and foundations of disconnected and abandoned utilities.

2.04 SELECTIVE DEMOLITION FOR ALTERATIONS

A. Drawings showing existing construction and utilities are based on casual field observation and existing record documents only.1. Verify that construction and utility arrangements are as shown.2. Report discrepancies to Architect before disturbing existing installation.3. Beginning of demolition work constitutes acceptance of existing conditions that would be

apparent upon examination prior to starting demolition.

B. Separate areas in which demolition is being conducted from other areas that are still occupied.1. Provide and maintain temporary dustproof partitions.

C. Maintain weatherproof exterior building enclosure except for interruptions required for replacement or modifications; take care to prevent water and humidity damage.

D. Remove existing work as indicated and as required to accomplish new work.1. Remove items indicated on drawings.

E. Services (Including but not limited to HVAC, Plumbing, Fire Protection, Electrical, and Telecommunications): Remove existing systems and equipment as required to accomplish demolition work. Maintain existing systems in service. 1. Maintain existing active systems that are to remain in operation; maintain access to

equipment and operational components. Provide new components as needed to keep exsiting systems in service.

F. Protect existing work to remain.1. Prevent movement of structure; provide shoring and bracing if necessary.2. Perform cutting to accomplish removals neatly and as specified for cutting new work.3. Repair adjacent construction and finishes damaged during removal work.



4. Patch as specified for patching new work.

2.05 DEBRIS AND WASTE REMOVAL

A. Remove debris, junk, and trash from site.

B. Leave site in clean condition, ready for subsequent work.

C. Clean up spillage and wind-blown debris from public and private lands.

END OF SECTION



SECTION 05 52 13

PIPE AND TUBE RAILINGS

PART 1 GENERAL


A. Free-standing railings at steps and ramps.


A. Section 03 30 00 - Cast-in-Place Concrete: Placement of anchors in concrete.

B. Section 32 13 13 - Concrete Paving: Placement of anchors in concrete.

C. Section 09 90 00 - Painting and Coating: Paint finish.


A. ASTM A53/A53M - Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless; 2012.

B. ASTM E935 - Standard Test Methods for Performance of Permanent Metal Railing Systems and Rails for Buildings; 2000 (Reapproved 2006).

C. ASTM E985 - Standard Specification for Permanent Metal Railing Systems and Rails for Buildings; 2000 (Reapproved 2006).

D. SSPC-Paint 15 - Steel Joist Shop Paint; The Society for Protective Coatings; 1999 (Ed. 2004).

1.04 SUBMITTALS


B. Shop Drawings: Indicate profiles, sizes, connection attachments, anchorage, size and type of fasteners, and accessories.

PART 2 PRODUCTS

2.01 RAILINGS - GENERAL REQUIREMENTS

A. Design, fabricate, and test railing assemblies in accordance with the most stringent requirements of ASTM E985 and applicable local code.

B. Distributed Loads: Design railing assembly, wall rails, and attachments to resist distributed force of 75 pounds per linear foot applied to the top of the assembly and in any direction, without damage or permanent set.

C. Concentrated Loads: Design railing assembly, wall rails, and attachments to resist a concentrated force of 200 pounds applied at any point on the top of the assembly and in any direction, without damage or permanent set.

D. Allow for expansion and contraction of members and building movement without damage to connections or members.

E. Dimensions: See drawings for configurations and heights.1. Top Rails and Wall Rails: 1-1/2 inches outside diameter, round.2. Intermediate Rails: 1-1/2 inches outside diameter, round.3. Posts: 1-1/2 inches outside diameter, round.


Project E12-26 PIPE AND TUBE RAILINGS05 52 13 - 1

F. Provide anchors and other components as required to attach to structure, made of same materials as railing components unless otherwise indicated; where exposed fasteners are unavoidable provide flush countersunk fasteners.1. For anchorage to concrete, provide inserts to be cast into concrete, for bolting anchors.

2.02 STEEL RAILING SYSTEM

A. Steel Pipe: ASTM A 53/A 53M, Grade B Schedule 40, black finish.

B. Welding Fittings: Factory- or shop-welded from matching pipe or tube; seams continuously welded; joints and seams ground smooth.

C. Exposed Fasteners: No exposed bolts or screws.

D. Straight Splice Connectors: Steel concealed spigots.

E. Shop and Touch-Up Primer: SSPC-Paint 15, complying with VOC limitations of authorities having jurisdiction.

2.03 FABRICATION

A. Accurately form components to suit specific project conditions and for proper connection to building structure.

B. Fit and shop assemble components in largest practical sizes for delivery to site.

C. Fabricate components with joints tightly fitted and secured. Provide spigots and sleeves to accommodate site assembly and installation.

D. Welded Joints:1. Exterior Components: Continuously seal joined pieces by intermittent welds and plastic

filler. Drill condensate drainage holes at bottom of members at locations that will not encourage water intrusion.

2. Grind exposed joints flush and smooth with adjacent finish surface. Make exposed joints butt tight, flush, and hairline. Ease exposed edges to small uniform radius.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that field conditions are acceptable and are ready to receive work.

3.02 PREPARATION

A. Clean and strip primed steel items to bare metal where site welding is required.

B. Supply items required to be cast into concrete with setting templates, for installation as work of other sections.

C. Apply one coat of bituminous paint to concealed aluminum surfaces that will be in contact with cementitious or dissimilar materials.

3.03 INSTALLATION

A. Install in accordance with manufacturer's instructions.

B. Install components plumb and level, accurately fitted, free from distortion or defects, with tight joints.

C. Anchor railings securely to structure.



D. Conceal anchor bolts and screws whenever possible. Where not concealed, use flush countersunk fastenings.

3.04 TOLERANCES

A. Maximum Variation From Plumb: 1/4 inch per floor level, non-cumulative.

B. Maximum Offset From True Alignment: 1/4 inch.

C. Maximum Out-of-Position: 1/4 inch.

END OF SECTION



SECTION 06 10 00

ROUGH CARPENTRY

PART 1 GENERAL


A. Structural dimension lumber framing.

B. Rough opening framing for doors, windows, and roof openings.

C. Preservative treated wood materials.


A. AFPA (WFCM) - Wood Frame Construction Manual for One- and Two-Family Dwellings; American Forest and Paper Association; 2012.

B. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware; 2009.

C. AWPA U1 - Use Category System: User Specification for Treated Wood; American Wood Protection Association; 2010.

D. PS 20 - American Softwood Lumber Standard; National Institute of Standards and Technology (Department of Commerce); 2005.

E. SPIB (GR) - Grading Rules; Southern Pine Inspection Bureau, Inc.; 2002.

F. WWPA G-5 - Western Lumber Grading Rules; Western Wood Products Association; 2011.

1.03 DELIVERY, STORAGE, AND HANDLING

A. General: Cover wood products to protect against moisture. Support stacked products to prevent deformation and to allow air circulation.

PART 2 PRODUCTS

2.01 GENERAL REQUIREMENTS

A. Dimension Lumber: Comply with PS 20 and requirements of specified grading agencies.1. If no species is specified, provide any species graded by the agency specified; if no

grading agency is specified, provide lumber graded by any grading agency meeting the specified requirements.

2. Grading Agency: Any grading agency whose rules are approved by the Board of Review, American Lumber Standard Committee (www.alsc.org) and who provides grading service for the species and grade specified; provide lumber stamped with grade mark unless otherwise indicated.

B. Lumber fabricated from old growth timber is not permitted.

2.02 DIMENSION LUMBER FOR CONCEALED APPLICATIONS

A. Grading Agency: Southern Pine Inspection Bureau, Inc. (SPIB).

B. Sizes: Nominal sizes as indicated on drawings, S4S.

C. Moisture Content: S-dry or MC19.

D. Stud Framing (2 by 2 through 2 by 6 ):


Project E12-26 ROUGH CARPENTRY06 10 00 - 1

1. Species: Any allowed under referenced grading rules.2. Grade: No. 2.

E. Miscellaneous Framing, Blocking, Nailers, Grounds, and Furring:1. Lumber: S4S, No. 2 or Standard Grade.

2.03 ACCESSORIES

A. Fasteners and Anchors:1. Metal and Finish: Hot-dipped galvanized steel per ASTM A 153/A 153M for high

humidity and preservative-treated wood locations, unfinished steel elsewhere.2. Drywall Screws: Bugle head, hardened steel, power driven type, length three times

thickness of sheathing.

B. Sill Gasket on Top of Foundation Wall: 1/4 inch thick, plate width, closed cell plastic foam from continuous rolls.

2.04 FACTORY WOOD TREATMENT

A. Treated Lumber and Plywood: Comply with requirements of AWPA U1 - Use Category System for wood treatments determined by use categories, expected service conditions, and specific applications. 1. Preservative-Treated Wood: Provide lumber and plywood marked or stamped by an

ALSC-accredited testing agency, certifying level and type of treatment in accordance with AWPA standards.

B. Preservative Treatment:1. Preservative Pressure Treatment of Lumber Above Grade: AWPA U1, Use Category

UC3B, Commodity Specification A using waterborne preservative to 0.25 lb/cu ft retention.a. Kiln dry lumber after treatment to maximum moisture content of 19 percent.b. Treat lumber in contact with roofing, flashing, or waterproofing.c. Treat lumber in contact with masonry or concrete.d. Treat lumber less than 18 inches above grade.

PART 3 EXECUTION

3.01 PREPARATION

A. Install sill gasket under sill plate of framed walls bearing on foundations; puncture gasket cleanly to fit tightly around protruding anchor bolts.

3.02 INSTALLATION - GENERAL

A. Select material sizes to minimize waste.

B. Reuse scrap to the greatest extent possible; clearly separate scrap for use on site as accessory components, including: shims, bracing, and blocking.

C. Where treated wood is used on interior, provide temporary ventilation during and immediately after installation sufficient to remove indoor air contaminants.

3.03 FRAMING INSTALLATION

A. Set structural members level, plumb, and true to line. Discard pieces with defects that would lower required strength or result in unacceptable appearance of exposed members.



B. Make provisions for temporary construction loads, and provide temporary bracing sufficient to maintain structure in true alignment and safe condition until completion of erection and installation of permanent bracing.

C. Install structural members full length without splices unless otherwise specifically detailed.

D. Comply with member sizes, spacing, and configurations indicated, and fastener size and spacing indicated, but not less than required by applicable codes and AFPA Wood Frame Construction Manual.

E. Construct double joist headers at floor and ceiling openings and under wall stud partitions that are parallel to floor joists; use metal joist hangers unless otherwise detailed.

F. Frame wall openings with two or more studs at each jamb; support headers on cripple studs.

3.04 BLOCKING, NAILERS, AND SUPPORTS

A. Provide framing and blocking members as indicated or as required to support finishes, fixtures, specialty items, and trim.

3.05 TOLERANCES

A. Framing Members: 1/4 inch from true position, maximum.

B. Variation from Plane (Other than Floors): 1/4 inch in 10 feet maximum, and 1/4 inch in 30 feet maximum.

3.06 CLEANING

A. Waste Disposal: Comply with the requirements of Section 01 74 19.1. Comply with applicable regulations.2. Do not burn scrap on project site.3. Do not burn scraps that have been pressure treated.4. Do not send materials treated with pentachlorophenol, CCA, or ACA to co-generation

facilities or “waste-to-energy” facilities.

B. Do not leave any wood, shavings, sawdust, etc. on the ground or buried in fill.

C. Prevent sawdust and wood shavings from entering the storm drainage system.

END OF SECTION



SECTION 07 90 05

JOINT SEALERS

PART 1 GENERAL


A. Sealants and joint backing.


A. Section 08 80 00 - Glazing: Glazing sealants and accessories.


A. ASTM C834 - Standard Specification for Latex Sealants; 2010.

B. ASTM C920 - Standard Specification for Elastomeric Joint Sealants; 2011.

C. ASTM C1193 - Standard Guide for Use of Joint Sealants; 2011a.

D. ASTM D1056 - Standard Specification for Flexible Cellular Materials--Sponge or Expanded Rubber; 2007.

E. ASTM D1667 - Standard Specification for Flexible Cellular Materials--Poly(Vinyl Chloride) Foam (Closed-Cell); 2005 (Reapproved 2011).

1.04 ADMINISTRATIVE REQUIREMENTS

A. Coordinate the work with other sections referencing this section.

1.05 SUBMITTALS


B. Product Data: Provide data indicating sealant chemical characteristics, performance criteria, substrate preparation, limitations, and color availability.

1.06 QUALITY ASSURANCE

A. Manufacturer Qualifications: Company specializing in manufacturing the Products specified in this section with minimum three years documented experience.

B. Applicator Qualifications: Company specializing in performing the work of this section with minimum three years experience.

1.07 FIELD CONDITIONS

A. Maintain temperature and humidity recommended by the sealant manufacturer during and after installation.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Advanced Polymer (reactive) Sealants:1. Franklin International; Product Titebond WeatherMaster Sealant2. Substitutions: See Section 01600 - Product Requirements

B. Silicone Sealants:1. Bostik Inc: www.bostik-us.com.


Project E12-26 JOINT SEALERS07 90 05 - 1

2. Momentive Performance Materials, Inc (formerly GE Silicones): www.momentive.com.3. Pecora Corporation: www.pecora.com.4. BASF Construction Chemicals-Building Systems: www.buildingsystems.basf.com.5. Tremco Global Sealants: www.tremcosealants.com.

C. Polyurethane Sealants:1. Bostik Inc: www.bostik-us.com.2. Pecora Corporation: www.pecora.com.3. BASF Construction Chemicals-Building Systems: www.buildingsystems.basf.com.

D. Acrylic Emulsion Latex Sealants:1. Bostik Inc: www.bostik-us.com.2. Pecora Corporation: www.pecora.com.3. BASF Construction Chemicals-Building Systems: www.buildingsystems.basf.com.

E. Preformed Compressible Foam Sealers:1. EMSEAL Joint Systems, Ltd: www.emseal.com.2. Sandell Manufacturing Company, Inc: www.sandellmfg.com.3. Dayton Superior Corporation: www.daytonsuperior.com.4. Tremco Global Sealants; Product ____: www.tremcosealants.com.

2.02 SEALANTS

A. General Purpose Exterior Sealant: Polyurethane; ASTM C920, Grade NS, Class 25, Uses M, G, and A; single component.1. Color: Match adjacent finished surfaces.2. Polyurethane Products:

a. Pecora Corporation; DynaTrol I-XL General Purpose One Part Polyurethane Sealant: www.pecora.com.

b. Pecora Corporation; DynaTrol II General Purpose One Part Polyurethane Sealant: www.pecora.com.

B. General Purpose Exterior Sealant: Advanced Polymer (reactive); ASTM C 920, Grade NS, Type S, Class 25, Use NT, M, G1. Color: Match adjacent finished surfaces.2. Product: Titebond WeatherMaster manufactured by Franklin International.3. Applications: Use for:

a. Control, expansion, and soft joints in masonry.b. Joints between concrete and other materials.c. Joints between metal frames and other materials.d. Other exterior joints for which no other sealant is indicated.

C. General Purpose Interior Sealant: Acrylic emulsion latex; ASTM C834, Type OP, Grade NF single component, paintable.1. Color: Match adjacent finished surfaces.2. Applications: Use for:

a. Interior wall and ceiling control joints.b. Joints between door and window frames and wall surfaces.c. Other interior joints for which no other type of sealant is indicated.

D. Self-Leveling Polyurethane Sealant: ASTM C920, Grade P, Class 25, Uses T, I, M, A, O; single component, chemical curing, non staining, non bleeding, self-leveling type.1. Movement Capability: Plus and minus 25 percent.2. Service Temperature Range: -40 to 180 degrees F.3. Shore A Hardness Range: 20 to 35.4. Applications: Use for:



a. Concrete paving sealant.

E. Silicone Sealant: ASTM C920, Grade NS, Class 25, Uses NT, A, G, M, O; single component, solvent curing, non-sagging, non-staining, fungus resistant, non-bleeding.1. Color: Clear or tinted to match adjacent surfaces.2. Movement Capability: Plus 40 percent, minus 25 percent.3. Service Temperature Range: -65 to 180 degrees F.4. Shore A Hardness Range: 15 to 35.

2.03 ACCESSORIES

A. Primer: Non-staining type, recommended by sealant manufacturer to suit application.

B. Joint Cleaner: Non-corrosive and non-staining type, recommended by sealant manufacturer; compatible with joint forming materials.

C. Joint Backing: Round foam rod compatible with sealant; ASTM D 1667, closed cell PVC; oversized 30 to 50 percent larger than joint width.

D. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that substrate surfaces and joint openings are ready to receive work.

B. Verify that joint backing and release tapes are compatible with sealant.

3.02 PREPARATION

A. Remove loose materials and foreign matter that could impair adhesion of sealant.

B. Clean and prime joints in accordance with manufacturer's instructions.

C. Perform preparation in accordance with manufacturer's instructions and ASTM C1193.

D. Protect elements surrounding the work of this section from damage or disfigurement.

3.03 INSTALLATION

A. Perform work in accordance with sealant manufacturer's requirements for preparation of surfaces and material installation instructions.

B. Perform installation in accordance with ASTM C1193.

C. Measure joint dimensions and size joint backers to achieve width-to-depth ratio, neck dimension, and surface bond area as recommended by manufacturer.

D. Install sealant free of air pockets, foreign embedded matter, ridges, and sags.

E. Apply sealant within recommended application temperature ranges. Consult manufacturer when sealant cannot be applied within these temperature ranges.

F. Tool joints concave.

G. Compression Gaskets: Avoid joints except at ends, corners, and intersections; seal all joints with adhesive; install with face 1/8 to 1/4 inch below adjoining surface.

3.04 CLEANING



A. Clean adjacent soiled surfaces.

3.05 PROTECTION

A. Protect sealants until cured.

END OF SECTION



SECTION 08 43 13

ALUMINUM-FRAMED STOREFRONTS

PART 1 GENERAL


A. Aluminum-framed storefront, with vision glass.

B. Insulating infill panels.

C. Aluminum doors and frames.

D. Weatherstripping.

E. Door hardware.

F. Perimeter sealant.


A. Section 07 90 05 - Joint Sealers: Perimeter sealant and back-up materials.

B. Section 08 71 00 - Door Hardware: Hardware items other than specified in this section.

C. Section 08 80 00 - Glazing: Glass and glazing accessories.


A. AAMA CW-10 - Care and Handling of Architectural Aluminum From Shop to Site; American Architectural Manufacturers Association; 2012.

B. AAMA 611 - Voluntary Specification for Anodized Architectural Aluminum; American Architectural Manufacturers Association; 2012.

C. AAMA 1503 - Voluntary Test Method for Thermal Transmittance and Condensation Resistance of Windows, Doors and Glazed Wall Sections; American Architectural Manufacturers Association; 2009.

D. ASCE 7 - Minimum Design Loads for Buildings and Other Structures; American Society of Civil Engineers; 2011.

E. ASTM B209 - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate; 2010.

F. ASTM B209M - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate [Metric]; 2010.

G. ASTM B221 - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes; 2012.

H. ASTM E283 - Standard Test Method for Determining the Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen; 2004 (Reapproved 2012).

I. ASTM E330 - Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference; 2002 (Reapproved 2010).


Project E12-26 ALUMINUM-FRAMED STOREFRONTS08 43 13 - 1

J. ASTM E331 - Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference; 2000 (Reapproved 2009).

1.04 PERFORMANCE REQUIREMENTS

A. Design and size components to withstand the following load requirements without damage or permanent set, when tested in accordance with ASTM E 330, using loads 1.5 times the design wind loads and 10 second duration of maximum load.1. Design Wind Loads: Comply with requirements of ASCE 7 and IBC 2006.2. Member Deflection: Limit member deflection to 1/175 or 3/4" whichever is smaller in

any direction, with full recovery of glazing materials.

B. Movement: Accommodate movement between storefront and perimeter framing and deflection of lintel, without damage to components or deterioration of seals.

C. Air Infiltration: Limit air infiltration through assembly to 0.06 cu ft/min/sq ft of wall area, measured at a reference differential pressure across assembly of 6.24 psf as measured in accordance with ASTM E 283.

D. Condensation Resistance Factor: CRF of 45 when measured in accordance with AAMA 1503.1.

E. Water Leakage: None, when measured in accordance with ASTM E 331 with a test pressure difference of 2.86 lbf/sq ft.

F. Average Thermal Conductance: Provide systems with average U-values of not more than 0.63 Btu/sq.ft. x h x degF when tested according to AAMA 1503.1.

G. System Internal Drainage: Drain to the exterior by means of a weep drainage network any water entering joints, condensation occurring in glazing channel, and migrating moisture occurring within system.

H. Expansion/Contraction: Provide for expansion and contraction within system components caused by cycling temperature range of 170 degrees F over a 12 hour period without causing detrimental effect to system components, anchorages, and other building elements.

1.05 SUBMITTALS


B. Product Data: Provide component dimensions, describe components within assembly, anchorage and fasteners, glass and infill, door hardware, internal drainage details.

C. Hardware Schedule: Complete itemization of each item of hardware to be provided for each door, cross-referenced to door identification numbers in Contract Documents.

D. Warranty: Submit manufacturer warranty and ensure forms have been completed in Owner's name and registered with manufacturer.


A. Manufacturer and Installer Qualifications: Company specializing in manufacturing aluminum glazing systems with minimum three years of documented experience.

B. Do not modify the intended aesthetic effect, as judged solely by Architect, except where approved by Architect and only to the extent needed to comply with performance requirements. Where modifications are proposed, submit comprehensive explanatory data to Architect for review.




A. Handle products of this section in accordance with AAMA CW-10.

B. Protect finished aluminum surfaces with wrapping. Do not use adhesive papers or sprayed coatings that bond to aluminum when exposed to sunlight or weather.


A. Do not install sealants when ambient temperature is less than 40 degrees F. Maintain this minimum temperature during and 48 hours after installation.

1.09 WARRANTY

A. See Section 01 78 00 - Closeout Submittals, for additional warranty requirements.

B. Correct defective Work within a five year period after Date of Substantial Completion.

C. Provide five year manufacturer warranty against failure of glass seal on insulating glass units, including interpane dusting or misting. Include provision for replacement of failed units.

D. Provide five year manufacturer warranty against excessive degradation of exterior finish. Include provision for replacement of units with excessive fading, chalking, or flaking.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Kawneer North America; Product 451T.

B. Acceptable Manufacturers:1. YKK AP America Inc: www.ykkap.com.2. Kawneer North America: www.kawneer.com.3. United States Aluminum Corp: www.usalum.com.4. Oldcastle BuildingEnvelope: www.oldcastlebe.com.5. Trulite Glass & Aluminum Solutions: www.trulite.com.6. Tubelite, Inc.: www.tubeliteinc.com.7. Vitro Architectural Products: www.vitroamerica.com.8. Substitutions: Equal products submitted to and approved by the Architect.

2.02 STOREFRONT

A. Aluminum-Framed Storefront: Factory fabricated, factory finished aluminum framing members with infill, and related flashings, anchorage and attachment devices.1. Glazing Position: Centered (front to back).2. Vertical Mullion Dimensions: 2 inches wide by 4-1/2 inches deep.3. Water Leakage Test Pressure Differential: 2.86 lbf/sq ft.4. Air Infiltration Test Pressure Differential: 1.57 psf.5. Condensation Resistance Factor: 35 (thermally broken) minimum6. Finish: Class I color anodized.7. Color: Dark bronze.

B. Performance Requirements:1. Design and size components to withstand the specified load requirements without

damage or permanent set, when tested in accordance with ASTM E330, using loads 1.5 times the design wind loads and 10 second duration of maximum load.a. Design Wind Loads: Comply with requirements of 2009 International Building code.b. Member Deflection: Limit member deflection to 1/175 in any direction, with full



recovery of glazing materials.2. Movement: Accommodate movement between storefront and perimeter framing and

deflection of lintel, without damage to components or deterioration of seals.3. Air Infiltration: Limit air infiltration through assembly to 0.06 cu ft/min/sq ft of wall area,

measured at specified differential pressure across assembly in accordance with ASTM E283.

4. Condensation Resistance Factor: Measure in accordance with AAMA 1503 with 1 inch insulating glass installed.

5. Water Leakage: None, when measured in accordance with ASTM E331 at specified pressure differential.

6. System Internal Drainage: Drain to the exterior by means of a weep drainage network any water entering joints, condensation occurring in glazing channel, and migrating moisture occurring within system.

7. Expansion/Contraction: Provide for expansion and contraction within system components caused by cycling temperature range of 170 degrees F over a 12 hour period without causing detrimental effect to system components, anchorages, and other building elements.

2.03 COMPONENTS

A. Aluminum Framing Members: Tubular aluminum sections, thermally broken with interior section insulated from exterior, drainage holes and internal weep drainage system. 1. Glazing stops: Flush.2. Cross-Section: 2" by 4-1/2" nominal dimension.3. Structurally Reinforced Members: Extruded aluminum with internal reinforcement of

structural steel member.

B. Infill Panels: Insulated, 1" thick aluminum sheet face and back, with edges formed to fit glazing channel and sealed.1. Basis of Design Product: Mapes-R by Mapes Architectural Panels

a. Exterior Finish: Porcelain finish on embossed Aluminum skin, 0.016" thickness1) Color: Match Dark Bronze storefront finish.

b. Exterior Substrate: Cement Hardboard, 4mm thicknessc. Insulation Type: Isocyanurated. Interior Substrate: Hardboard, 1/8" thicknesse. Interior Finish: Porcelain finish on embossed Aluminum skin, 0.016" thickness

1) Color: As selected from manufacturer's standard colors.

C. Doors: Glazed Aluminum, medium stile.1. Thickness: 1-3/4 inches.2. Top Rail: 4 inches wide.3. Vertical Stiles: 4-1/2 inches wide.4. Bottom Rail: 6 inches wide.5. Glazing Stops: Square.6. Finish: Same as storefront.7. Infill: 15/16" dual pane, insulated glazing.

2.04 MATERIALS

A. Extruded Aluminum: ASTM B221 (ASTM B221M).

B. Sheet Aluminum: ASTM B209 (ASTM B209M).

C. Fasteners: Stainless steel.

D. Exposed Flashings: 0.032 inch thick aluminum sheet; finish to match framing members.



E. Sub-sill Flashing: Provide matching sub-sill flashing at bottom of all framing where no door is present. Set sub-sill in bed of sealant.

F. Concealed Flashings: 0.018 inch thick stainless steel.

G. Perimeter Sealant: Type specified in Section 07 90 05.

H. Glass: As specified in Section 08 80 00.

I. Glazing Gaskets: Type to suit application to achieve weather, moisture, and air infiltration requirements.

J. Glazing Accessories: As specified in Section 08 80 00.

2.05 FINISHES

A. Class I Color Anodized Finish: AAMA 611 AA-M12C22A42 Integrally colored anodic coating or AAMA 612 electrolytically deposited colored anodic coating with electrolytically deposited organic seal; not less than 0.7 mils thick.

2.06 HARDWARE

A. Door Hardware: Storefront manufacturer's standard type to suit application.1. Finish on Hand-Contacted Items: Dark Bronze.2. Include for each door: weatherstripping, sill sweep strip, threshold, pivots, pull handle,

exit device, closer, and stop.3. Refer to Door Hardware Section 08710 for items to be provided by hardware supplier.

Coordinate with hardware supplier for hardware installed on storefronts.

B. Weatherstripping: Wool pile, continuous and replaceable; provide on all doors.

C. Sill Sweep Strips: Resilient seal type, of neoprene; provide on all doors.

D. Threshold: Extruded aluminum, one piece per door opening, ribbed surface; provide on all doors with a level change of not more than 1/2" total. Threshold shall comply with ADAABAAG requirements.

E. Pivots: Offset type; top, intermediate, and bottom.1. Provide on all doors.

F. Pull Set: See Section 08 71 00.

G. Exit Devices: See Section 08 71 00.

H. Closers: Parallel Arm type.1. Provide on all doors.2. Provide closer with stop function at 90 to 110 degrees.

I. Locks: See Section 08 71 00.

2.07 FABRICATION

A. Fabricate components with minimum clearances and shim spacing around perimeter of assembly, yet enabling installation and dynamic movement of perimeter seal.

B. Accurately fit and secure joints and corners. Make joints flush, hairline, and weatherproof.

C. Prepare components to receive anchor devices. Fabricate anchors.

D. Coat concealed metal surfaces that will be in contact with cementitious materials or



dissimilar metals with bituminous paint.

E. Arrange fasteners and attachments to conceal from view.

F. Reinforce components internally for door hardware and door operators.

G. Reinforce framing members for imposed loads.

H. Finishing: Apply factory finish to all surfaces that will be exposed in completed assemblies.1. Touch-up surfaces cut during fabrication so that no natural aluminum is visible in

completed assemblies, including joint edges.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify dimensions, tolerances, and method of attachment with other work.

B. Verify that wall openings and adjoining air and vapor seal materials are ready to receive work of this section.

3.02 INSTALLATION

A. Install wall system in accordance with manufacturer's instructions.

B. Attach to structure to permit sufficient adjustment to accommodate construction tolerances and other irregularities.

C. Provide alignment attachments and shims to permanently fasten system to building structure.

D. Align assembly plumb and level, free of warp or twist. Maintain assembly dimensional tolerances, aligning with adjacent work.

E. Provide thermal isolation where components penetrate or disrupt building insulation.

F. Install sill flashings. Turn up ends and edges; seal to adjacent work to form water tight dam.

G. Where fasteners penetrate sill flashings, make watertight by seating and sealing fastener heads to sill flashing.

H. Set sub-sill flashing in bed of sealant and oriented so that framing drains to exterior of building.

I. Coordinate attachment and seal of perimeter air and vapor barrier materials.

J. Pack fibrous insulation in shim spaces at perimeter of assembly to maintain continuity of thermal barrier.

K. Set thresholds in bed of mastic and secure.

L. Install hardware using templates provided.1. See Section 08 71 00 for hardware installation requirements.

M. Install glass and infill panels in accordance with Section 08 80 00, using glazing method required to achieve performance criteria.

N. Install perimeter sealant in accordance with Section 07 90 05.

O. Touch-up minor damage to factory applied finish; replace components that cannot be satisfactorily repaired.



3.03 TOLERANCES

A. Maximum Variation from Plumb: 0.06 inches every 3 ft non-cumulative or 1/16 inches per 10 ft, whichever is less.

B. Maximum Misalignment of Two Adjoining Members Abutting in Plane: 1/32 inch.

3.04 ADJUSTING

A. Adjust operating hardware for smooth operation.

3.05 CLEANING

A. Remove protective material from pre-finished aluminum surfaces.

B. Wash down surfaces with a solution of mild detergent in warm water, applied with soft, clean wiping cloths. Take care to remove dirt from corners. Wipe surfaces clean.

C. Remove excess sealant by method acceptable to sealant manufacturer.

3.06 PROTECTION

A. Protect installed products from damage during subsequent construction.

END OF SECTION



SECTION 08 71 00

DOOR HARDWARE

PART 1 GENERAL


A. Hardware for aluminum doors.


A. Section 08 43 13 - Aluminum-Framed Storefronts: Hardware for doors in storefront, including:1. Integral weatherstripping.2. Hinges.3. Closers.4. Push bars and pull handles.5. Thresholds.


A. ANSI/ICC A117.1 - American National Standard for Accessible and Usable Buildings and Facilities; International Code Council; 2009.

B. BHMA A156.3 - American National Standard for Exit Devices; Builders Hardware Manufacturers Association; 2008 (ANSI/BHMA A156.3).

C. BHMA A156.5 - American National Standard for Auxiliary Locks & Associated Products; Builders Hardware Manufacturers Association; 2010 (ANSI/BHMA A156.5).

D. BHMA A156.6 - American National Standard for Architectural Door Trim; Builders Hardware Manufacturers Association; 2010 (ANSI/BHMA A156.6).

E. BHMA A156.13 - American National Standard for Mortise Locks & Latches; Builders Hardware Manufacturers Association; 2005 (ANSI/BHMA A156.13).

F. BHMA A156.18 - American National Standard for Materials and Finishes; Builders Hardware Manufacturers Association, Inc.; 2006 (ANSI/BHMA A156.18).

G. 36 CFR 1191 - Americans with Disabilities Act Accessibility Guidelines for Buildings and Facilities; Final Rule; current edition; (ADAAG - Americans with Disabilities Act, Accessibility Guidelines).

H. DHI (LOCS) - Recommended Locations for Architectural Hardware for Standard Steel Doors and Frames; Door and Hardware Institute; 2004.

I. NFPA 101 - Code for Safety to Life from Fire in Buildings and Structures; National Fire Protection Association; 2012.

1.04 ADMINISTRATIVE REQUIREMENTS

A. Coordinate the manufacture, fabrication, and installation of products onto which door hardware will be installed.

B. Furnish templates for door and frame preparation to manufacturers and fabricators of products requiring internal reinforcement for door hardware.

C. Convey Owner's keying requirements to manufacturers.


Project E12-26 DOOR HARDWARE08 71 00 - 1

D. Sequence installation to ensure utility connections are achieved in an orderly and expeditious manner.

1.05 SUBMITTALS


B. Product Data: Manufacturer's catalog literature for each type of hardware, marked to clearly show products to be furnished for this project.

C. Hardware Schedule: Detailed listing of each item of hardware to be installed on each door. Use door numbering scheme as included in the Contract Documents. Identify electrically operated items and include power requirements.

D. Keying Schedule: Submit for approval of Owner.

E. Maintenance Data: Include data on operating hardware, lubrication requirements, and inspection procedures related to preventative maintenance.

F. Keys: Deliver with identifying tags to Owner by security shipment direct from hardware supplier.

G. Warranty: Submit manufacturer's warranty and ensure that forms have been completed in Owner's name and registered with manufacturer.

H. Maintenance Materials and Tools: Furnish the following for Owner's use in maintenance of project.1. See Section 01 60 00 - Product Requirements, for additional provisions.2. Tools: One set of all special wrenches or tools applicable to each different or special

hardware component, whether supplied by the hardware component manufacturer or not.


A. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum three years of documented experience.

B. Hardware Supplier Qualifications: Company specializing in supplying commercial door hardware with three years of documented experience.


A. Package hardware items individually; label and identify each package with door opening code to match hardware schedule.

PART 2 PRODUCTS

2.01 DOOR HARDWARE - GENERAL

A. Provide all hardware specified or required to make doors fully functional, compliant with applicable codes, and secure to the extent indicated.

B. Provide all items of a single type of the same model by the same manufacturer.

C. Provide products that comply with the following:1. Applicable provisions of federal, state, and local codes.2. ANSI/ICC A117.1, American National Standard for Accessible and Usable Buildings and

Facilities.3. Applicable provisions of NFPA 101, Life Safety Code.



D. Function: Lock and latch function numbers and descriptions of manufactures series as listed in hardware schedule.

E. Finishes: All door hardware the same finish unless otherwise indicated.1. Finish: At Aluminum Storefront Doors, provide finish matching Dark Bronze Anodized

finish2. Finish Definitions: BHMA A156.18.

2.02 LOCKS AND LATCHES

A. Lock Cylinders: Manufacturer’s standard tumbler type, six-pin standard core.1. Provide cams and/or tailpieces as required for locking devices required.

B. Keying: Grand master keyed.1. Key to existing keying system.2. Supply keys in the following quantities:

a. 2 master keys.b. 4 change keys for each lock.

3. When providing keying information, comply with DHI Handbook "Keying systems and nomenclature".

4. Stamp all keys "DO NOT DUPLICATE"

2.03 EXIT DEVICES

A. Manufacturers:1. Assa Abloy Corbin Russwin: www.assaabloydss.com.2. DORMA Group North America: www.dorma-usa.com/usa.3. Von Duprin: www.vonduprin.com.4. Substitutions: See Section 01 60 00 - Product Requirements.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that doors and frames are ready to receive work; labeled, and dimensions are as indicated on shop drawings.

3.02 INSTALLATION

A. Install hardware in accordance with manufacturer's instructions and applicable codes.

B. Use templates provided by hardware item manufacturer.

C. Do not install surface mounted items until finishes applied to substrate are complete.

D. Mounting heights for hardware from finished floor to center line of hardware item: As listed in Schedule, unless otherwise noted:1. For steel doors and frames: Comply with DHI "Recommended Locations for

Architectural Hardware for Steel Doors and Frames."

3.03 ADJUSTING

A. Adjust work under provisions of Section 01 70 00.

B. Adjust hardware for smooth operation.

C. Adjust gasketing for complete, continuous seal; replace if unable to make complete seal.

3.04 CLEANING



A. Clean adjacent surfaces soiled by hardware installation. Clean finished hardware per manufacturer's instructions after final adjustments has been made. Replace items that cannot be cleaned to manufacturer's level of finish quality at no additional cost.

3.05 PROTECTION

A. Protect finished Work under provisions of Section 01 70 00.

B. Do not permit adjacent work to damage hardware or finish.

3.06 HARDWARE SETS

A. HARDWARE SET #11. Door: New Aluminum Storefront

a. 1 Panic Device 33A-NL-OP-388-IVES8190-10" VON DUPRINb. 1 Cylinder No. 26 SCHLAGEc. Balance of Door Hardware by Aluminum Storefront Supplierd. All hardware for this set shall match Dark Bronze Finish, BHMA 695

END OF SECTION



SECTION 08 80 00

GLAZING

PART 1 GENERAL


A. Glass.

B. Glazing compounds and accessories.


A. Section 08 43 13 - Aluminum-Framed Storefronts: Glazing furnished by storefront manufacturer.


A. NFPA 5000, Chapter 46 - Building Construction and Safety Code, 2009

B. 16 CFR 1201 - Safety Standard for Architectural Glazing Materials; current edition.

C. ANSI Z97.1 - American National Standard for Safety Glazing Materials Used in Buildings, Safety Performance Specifications and Methods of Test; 2010.

D. ASTM C864 - Standard Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers; 2005 (Reapproved 2011).

E. ASTM C920 - Standard Specification for Elastomeric Joint Sealants; 2011.

F. ASTM C1036 - Standard Specification for Flat Glass; 2011e1.

G. ASTM C1048 - Standard Specification for Heat-Treated Flat Glass--Kind HS, Kind FT Coated and Uncoated Glass; 2012.

H. ASTM C1193 - Standard Guide for Use of Joint Sealants; 2011a.

I. ASTM E1300 - Standard Practice for Determining Load Resistance of Glass in Buildings; 2012a.

J. ASTM E2190 - Standard Specification for Insulating Glass Unit Performance and Evaluation; 2010.

K. GANA (GM) - GANA Glazing Manual; Glass Association of North America; 2009.

L. GANA (SM) - GANA Sealant Manual; Glass Association of North America; 2008.

1.04 SUBMITTALS


B. Product Data on Glass Types: Provide structural, physical and environmental characteristics, size limitations, special handling or installation requirements.

C. Product Data on Glazing Compounds: Provide chemical, functional, and environmental characteristics, limitations, special application requirements. Identify available colors.

D. Samples: Submit two samples 10" x 10" in size of glass units.

E. Certificates: Certify that products meet or exceed specified requirements.


Project E12-26 GLAZING08 80 00 - 1

F. Maintenance Materials: Furnish the following for Owner's use in maintenance of project.1. See Section 01 60 00 - Product Requirements, for additional provisions.


A. Perform Work in accordance with GANA Glazing Manual and FGMA Sealant Manual for glazing installation methods.

B. Installer Qualifications: Company specializing in performing the work of this section with minimum three years documented experience.


A. Do not install glazing when ambient temperature is less than 50 degrees F.

B. Maintain minimum ambient temperature before, during and 24 hours after installation of glazing compounds.

1.07 WARRANTY

A. See Section 01 78 00 - Closeout Submittals, for additional warranty requirements.

B. Sealed Insulating Glass Units: Provide a five (5) year warranty to include coverage for seal failure, interpane dusting or misting, including replacement of failed units.

C. Laminated Glass: Provide a five (5) year warranty to include coverage for delamination, including replacement of failed units.

PART 2 PRODUCTS

2.01 GLAZING TYPES

A. Sealed Insulating Glass Units: Vision glazing.1. Application(s): Exterior glazing at Aluminum Storefront doors.2. Outboard Lite: Fully tempered float glass, 1/8" inch thick, minimum.

a. Tint: Solar Bronze.b. Coating: Low-E type, on #2 surface.

3. Innerspace Content: Argon4. Inboard Lite: Fully tempered float glass, 1/8" inch thick, minimum.

a. Tint: Clear.5. Total Thickness: 15/16" inch.6. Total Visible Light Transmittance: 40 percent, nominal.7. Total Solar Heat Gain Coefficient: 40 percent, maximum.8. Glazing Method: Gasket glazing.

2.02 EXTERIOR GLAZING ASSEMBLIES

A. Structural Design Criteria: Select type and thickness to withstand dead loads and wind loads acting normal to plane of glass at design pressures calculated in accordance with ASCE 7.1. Use the procedure specified in ASTM E1300 to determine glass type and thickness.2. Limit glass deflection to 1/200 or flexure limit of glass, whichever is less, with full

recovery of glazing materials.3. Thicknesses listed are minimum.

2.03 GLASS MATERIALS

A. Float Glass Manufacturers:1. Guardian Industries Corp: www.sunguardglass.com.2. Pilkington North America Inc: www.pilkington.com/na.



3. PPG Industries, Inc: www.ppgideascapes.com.4. Substitutions: Refer to Section 01 60 00 - Product Requirements.

B. Float Glass: All glazing is to be float glass unless otherwise indicated.1. Annealed Type: ASTM C1036, Type I, transparent flat, Class 1 clear, Quality Q3

(glazing select).2. Heat-Strengthened and Fully Tempered Types: ASTM C1048.3. Tinted Types: Color and performance characteristics as indicated.4. Thicknesses: As indicated; for exterior glazing comply with specified requirements for

wind load design regardless of specified thickness.

2.04 SEALED INSULATING GLASS UNITS

A. Manufacturers:1. Any of the manufacturers specified for float glass.2. Any fabricator certified by glass manufacturer for type of glass, coating, and treatment

involved and capable of providing specified warranty, if any.3. Cardinal Glass Industries: www.cardinalcorp.com.4. Viracon, Apogee Enterprises, Inc: www.viracon.com.5. Substitutions: Refer to Section 01 60 00 - Product Requirements.

B. Sealed Insulating Glass Units: Types as indicated.1. Durability: Certified by an independent testing agency to comply with ASTM E2190.2. Edge Spacers: Aluminum, bent and soldered corners.3. Edge Seal: Glass to elastomer.4. Edge Seal Color: match framing color.5. Purge interpane space with dry hermetic air.

2.05 GLAZING COMPOUNDS

A. Manufacturers:1. Bostik Inc: www.bostik-us.com.2. Momentive Performance Materials, Inc (formerly GE Silicones): www.momentive.com.3. Pecora Corporation: www.pecora.com.4. BASF Construction Chemicals-Building Systems: www.buildingsystems.basf.com.5. Substitutions: Refer to Section 01 60 00 - Product Requirements.

B. Butyl Sealant: Single component; ASTM C 920, Grade NS, Class 12-1/2, Uses M and A; Shore A hardness of 10 to 20; black color; non-skinning.

C. Polysulfide Sealant: Two component; chemical curing, non-sagging type; ASTM C 920, Type M, Grade NS, Class 25, Uses M, A, and G; cured Shore A hardness of 15 to 25; color as selected.

D. Polyurethane Sealant: Single component, chemical curing, non-staining, non-bleeding; ASTM C 920, Type S, Grade NS, Class 25, Uses M, A, and G; Shore A Hardness Range 20 to 35; color as selected.

E. Silicone Sealant: Single component; neutral curing; capable of water immersion without loss of properties; non-bleeding, non-staining; ASTM C 920, Type S, Grade NS, Class 25, Uses M, A, and G; cured Shore A hardness of 15 to 25; color as selected.

2.06 GLAZING ACCESSORIES

A. Setting Blocks: Neoprene, 80 to 90 Shore A durometer hardness, ASTM C864 Option I. Length of 0.1 inch for each square foot of glazing or minimum 4 inch x width of glazing rabbet space minus 1/16 inch x height to suit glazing method and pane weight and area.



B. Spacer Shims: Neoprene, 50 to 60 Shore A durometer hardness, ASTM C 864 Option I. Minimum 3 inch long x one half the height of the glazing stop x thickness to suit application, self adhesive on one face.

C. Glazing Tape: Preformed butyl compound with integral resilient tube spacing device; 10 to 15 Shore A durometer hardness; coiled on release paper, black color.1. Manufacturers:

a. Pecora Corporation: www.pecora.com.b. Tremco Global Sealants: www.tremcosealants.com.c. Substitutions: Refer to Section 01 60 00 - Product Requirements.

D. Glazing Clips: Manufacturer's standard type.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that openings for glazing are correctly sized and within tolerance.

B. Verify that surfaces of glazing channels or recesses are clean, free of obstructions that may impede moisture movement, weeps are clear, and ready to receive glazing.

3.02 PREPARATION

A. Prime surfaces scheduled to receive sealant.

B. Install sealants in accordance with ASTM C1193 and GANA Sealant Manual.

C. Install sealant in accordance with manufacturer's instructions.

3.03 INSTALLATION - EXTERIOR DRY METHOD (TAPE AND GASKET SPLINE GLAZING)

A. Cut glazing tape to length; install on glazing pane. Seal corners by butting tape and sealing junctions with butyl sealant.

B. Place setting blocks at 1/4 points with edge block no more than 6 inches from corners.

C. Rest glazing on setting blocks and push against fixed stop with sufficient pressure to attain full contact.

D. Install removable stops without displacing glazing spline. Exert pressure for full continuous contact.

E. Trim protruding tape edge.

3.04 CLEANING

A. Remove glazing materials from finish surfaces.

B. Remove labels after Work is complete.

C. Clean glass and adjacent surfaces.

3.05 PROTECTION

A. After installation, mark pane with an 'X' by using removable plastic tape or paste; do not mark heat absorbing or reflective glass units.

END OF SECTION



SECTION 09 21 16

GYPSUM BOARD ASSEMBLIES

PART 1 GENERAL


A. Gypsum wallboard.

B. Joint treatment and accessories.

C. Textured finish system.


A. Section 06 10 00 - Rough Carpentry: Building framing.


A. ASTM C475/C475M - Standard Specification for Joint Compound and Joint Tape for Finishing Gypsum Board; 2002 (Reapproved 2007).

B. ASTM C840 - Standard Specification for Application and Finishing of Gypsum Board; 2011.

C. ASTM C1002 - Standard Specification for Steel Self-Piercing Tapping Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs; 2007.

D. ASTM C1396/C1396M - Standard Specification for Gypsum Board; 2011.

E. GA-216 - Application and Finishing of Gypsum Board; Gypsum Association; 2010.

1.04 SUBMITTALS


B. Product Data: Provide data on gypsum board, accessories, and joint finishing system.


A. Installer Qualifications: Company specializing in performing gypsum board application and finishing, with minimum three years of documented experience.

PART 2 PRODUCTS

2.01 GYPSUM BOARD ASSEMBLIES

A. Provide completed assemblies complying with ASTM C840 and GA-216.

2.02 BOARD MATERIALS

A. Manufacturers - Gypsum-Based Board:1. American Gypsum: www.americangypsum.com.2. CertainTeed Corporation: www.certainteed.com.3. Georgia-Pacific Gypsum: www.gpgypsum.com.4. National Gypsum Company: www.nationalgypsum.com.5. Temple-Inland Inc: www.templeinland.com.6. USG Corporation: www.usg.com.


Project E12-26 GYPSUM BOARD ASSEMBLIES09 21 16 - 1

B. Gypsum Wallboard: Paper-faced gypsum panels as defined in ASTM C1396/C1396M; sizes to minimize joints in place; ends square cut, Type X.1. Application: Use for vertical surfaces, unless otherwise indicated.2. Thickness:

a. Vertical Surfaces: 1/2 or 5/8 inch, Type X, match existing thickness.

2.03 ACCESSORIES

A. Finishing Accessories: ASTM C1047, galvanized steel, unless otherwise indicated.1. Types: As detailed or required for finished appearance.2. Special Shapes: In addition to conventional cornerbead and control joints, provide

U-bead and LC-bead at exposed panel edges.3. Cornerbead: Galvanized Steel4. Manufacturers - Finishing Accessories:

a. Same manufacturer as framing materials.b. Phillips Manufacturing Co: www.phillipsmfg.com.

B. Joint Materials: ASTM C475 and as recommended by gypsum board manufacturer for project conditions.1. Tape: 2 inch wide, creased paper tape for joints.2. Ready-mixed vinyl-based joint compound.

C. Textured Finish Materials: Latex-based compound; plain.

D. Screws for Attachment to Steel Members Less Than 0.03 inch In Thickness, to Wood Members, and to Gypsum Board: ASTM C1002; self-piercing tapping type; cadmium-plated for exterior locations.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that project conditions are appropriate for work of this section to commence.

3.02 BOARD INSTALLATION

A. Comply with ASTM C 840, GA-216, and manufacturer's instructions. Install to minimize butt end joints, especially in highly visible locations.

B. Single-Layer Non-Rated: Install gypsum board in most economical direction, with ends and edges occurring over firm bearing.1. Exception: Tapered edges to receive joint treatment at right angles to framing.

3.03 INSTALLATION OF TRIM AND ACCESSORIES

A. Corner Beads: Install at external corners, using longest practical lengths.

B. Edge Trim: Install at locations where gypsum board abuts dissimilar materials and as indicated.

3.04 JOINT TREATMENT

A. Finish gypsum board in accordance with levels defined in ASTM C840, as follows:1. Level 3: Walls to receive painted, textured wall finish.

B. Tape, fill, and sand exposed joints, edges, and corners to produce smooth surface ready to receive finishes.1. Feather coats of joint compound so that camber is maximum 1/32 inch.



3.05 TEXTURE FINISH

A. Apply finish texture coating by means of spraying apparatus in accordance with manufacturer's instructions and to match approved sample.

B. Texture Required: Match existing texture finish.

3.06 TOLERANCES

A. Maximum Variation of Finished Gypsum Board Surface from True Flatness: 1/8 inch in 10 feet in any direction.

END OF SECTION



SECTION 09 90 00

PAINTS AND COATINGS

PART 1 GENERAL


A. Surface preparation.

B. Field application of paints.

C. Surfaces to be finished are indicated in this section and on the Drawings.



A. MPI (APL) - Master Painters Institute Approved Products List; Master Painters and Decorators Association; current edition, www.paintinfo.com.

B. MPI (APSM) - Master Painters Institute Architectural Painting Specification Manual; Master Painters and Decorators Association; 2004.

1.04 SUBMITTALS


B. Product Data: Provide complete list of all products to be used, with the following information for each:1. Manufacturer's name, product name and/or catalog number, and general product

category (e.g. "alkyd enamel").2. MPI product number (e.g. MPI #47).3. Cross-reference to specified paint system(s) product is to be used in; include description

of each system (copy of relevant MPI Manual page is acceptable).


A. Applicator Qualifications: Company specializing in performing the work of this section with minimum three years documented experience.

B. Material Safety Data Sheets: At project site maintain file of MSDS sheets for each product used; become familiar with and follow manufacturer's stated application and safety requirements.


A. Deliver products to site in sealed and labeled containers; inspect to verify acceptability.

B. Container Label: Include manufacturer's name, type of paint, brand name, lot number, brand code, coverage, surface preparation, drying time, cleanup requirements, color designation, and instructions for mixing and reducing.

C. Paint Materials: Store at minimum ambient temperature of 45 degrees F and a maximum of 90 degrees F, in ventilated area, and as required by manufacturer's instructions.


A. Do not apply materials when surface and ambient temperatures are outside the temperature ranges required by the paint product manufacturer.


Project E12-26 PAINTS AND COATINGS09 90 00 - 1

B. Follow manufacturer's recommended procedures for producing best results, including testing of substrates, moisture in substrates, and humidity and temperature limitations.

1.08 EXTRA MATERIALS

A. Supply 1 gallon of each color; store where directed.

B. Label each container with color in addition to the manufacturer's label.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Provide all paint and coating products used in any individual system from the same manufacturer; no exceptions.

B. Provide all paint and coating products from the same manufacturer to the greatest extent possible.

C. In the event that a single manufacturer cannot provide all specified products, minor exceptions will be permitted provided approval by Architect is obtained using the specified procedures for substitutions.1. Substitution of MPI-approved products by a different manufacturer is preferred over

substitution of unapproved products by the same manufacturer.

D. Paints: Acceptable manufacturers are limited to the following:1. Glidden Professional: www.gliddenprofessional.com.2. Benjamin Moore & Co: www.benjaminmoore.com.3. PPG Architectural Finishes, Inc: www.ppgaf.com.4. Pratt & Lambert Paints: www.prattandlambert.com.5. Sherwin-Williams: www.sherwin-williams.com.

E. Substitutions: See Section 01 60 00 - Product Requirements.

2.02 MATERIALS - GENERAL

A. Paints and Coatings: Provide products listed in Master Painters Institute Approved Product List, current edition available at www.paintinfo.com, for specified MPI Categories, except as otherwise indicated.1. Provide ready mixed paints and coatings, except field-catalyzed coatings.2. Provide materials that are compatible with one another and the substrates indicated

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

B. Accessory Materials: Linseed oil, shellac, turpentine, paint thinners and other materials not specifically indicated but required to achieve the finishes specified; commercial quality.

C. Patching Material: Latex filler.

D. Fastener Head Cover Material: Latex filler.

2.03 PAINT SYSTEMS

A. Provide Premium Grade systems (2 top coats) as defined in MPI Architectural Painting Specification Manual, except as otherwise indicated.

B. Where a specified paint system does not have a Premium Grade, provide Custom Grade system.



C. Where sheen is not specified or more than one sheen is specified, sheen will be selected later by Architect from the manufacturer's full line.

D. Provide colors as directed by Architect.

2.04 EXTERIOR PAINT SYSTEMS

A. Structural Steel and Metal Fabrications:1. Applications include new pipe railings and existing steel lintel.2. Pipe railings: Quick Dry Enamel: Q.D. Primer MPI #76, Q.D. Enamel MPI #81,

semi-gloss.a. Color to be selected by Owner's Representative.

3. Existing steel lintel: EXT 5.1Q Alkyd: Surface Tolerant Primer MPI #23, Alkyd MPI #94, semi-gloss.a. Match new door color.

2.05 INTERIOR PAINT SYSTEMS

A. Gypsum Board:1. Applications include but are not limited to walls, soffits, and bulkheads.2. INT 9.2B High Performance Architectural Latex: Latex Primer Sealer MPI #50, HIPAC

Latex MPI #138, 139, 140 or 141.a. Match existing sheen and color.

PART 3 EXECUTION

3.01 SCOPE -- SURFACES TO BE FINISHED

A. Paint the surfaces described in PART 2, indicated on the Drawings, and as follows:1. If a surface, material, or item is not specifically mentioned, paint in the same manner as

similar surfaces, materials, or items, regardless of whether colors are indicated or not.2. Paint surfaces to be concealed behind permanently installed fixtures, equipment, and

furnishings, using primer only, prior to installation of the permanent item.

B. Do Not Paint or Finish the Following Items:1. Items fully factory-finished unless specifically noted; factory-primed items are not

considered factory-finished.2. Items indicated to receive other finish.3. Items indicated to remain naturally finished.4. Fire rating labels, equipment serial number and capacity labels, and operating parts of

equipment.5. Existing areas not shown to be painted.

3.02 EXAMINATION

A. Verify that surfaces are ready to receive Work as instructed by the product manufacturer.

B. Examine surfaces scheduled to be finished prior to commencement of work. Report any condition that may potentially affect proper application.

C. Test shop-applied primer for compatibility with subsequent cover materials; report incompatible primer conditions and submit recommended changes for Architect's approval.

D. Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes unless moisture content of surfaces are below the following maximums:1. Plaster and Gypsum Board: 12 percent.

3.03 PREPARATION



A. Prepare surfaces as specified in MPI Architectural Painting Specification Manual and as follows for the applicable surface and coating; if multiple preparation treatments are specified, use as many as necessary for best results; where the Manual references external standards for preparation (e.g. SSPC standards), prepare as specified in those standards; comply with coating manufacturer's specific preparation methods or treatments, if any.

B. Coordinate painting work with cleaning and preparation work so that dust and other contaminants do not fall on newly painted, wet surfaces.

C. Surface Appurtenances: Prior to preparing surfaces or finishing, remove electrical plates, hardware, light fixtures, light fixture trim, escutcheons, machined surfaces, fittings, and similar items already installed that are not to be painted.1. If removal is impractical or impossible because of the size or weight of the item, provide

surface-applied protection before preparation and finishing.2. After completing painting in each space or area, reinstall items removed using workers

skilled in the trades involved.

D. Surfaces: Correct defects and clean surfaces which affect work of this section. Remove or repair existing coatings that exhibit surface defects.

E. Marks: Seal with shellac those which may bleed through surface finishes.

F. Impervious Surfaces: Remove mildew by scrubbing with solution of tetra-sodium phosphate and bleach. Rinse with clean water and allow surface to dry.

G. Gypsum Board Surfaces to be Painted: Fill minor defects with filler compound. Spot prime defects after repair.

H. Uncoated Steel and Iron Surfaces to be Painted: Remove grease, mill scale, weld splatter, dirt, and rust. Where heavy coatings of scale are evident, remove by hand wire brushing or sandblasting; clean by washing with solvent. Apply a treatment of phosphoric acid solution, ensuring weld joints, bolts, and nuts are similarly cleaned. Prime paint entire surface; spot prime after repairs.

I. Shop-Primed Steel Surfaces to be Finish Painted: Sand and scrape to remove loose primer and rust. Feather edges to make touch-up patches inconspicuous. Clean surfaces with solvent. Prime bare steel surfaces. Re-prime entire shop-primed item.

3.04 APPLICATION

A. Apply products in accordance with manufacturer's instructions and as specified or recommended by MPI Manual, using the preparation, products, sheens, textures, and colors as indicated.1. Remove, refinish, or repaint work not complying with requirements.

B. Do not apply finishes over dirt, rust, scale, grease, moisture, scuffed surfaces, or other conditions detrimental to formation of a durable coating film; do not apply finishes to surfaces that are not dry.

C. Use applicators and methods best suited for substrate and type of material being applied and according to manufacturer's instructions.1. Brush Application: Use brushes best suited for the type of material applied; use brush

of appropriate size for the surface or item being painted; produce results free of visible brush marks.

2. Roller Application: Use rollers of carpet, velvet back, or high-pile sheep's wool as recommended by manufacturer for material and texture required.

3. Spray Application: Use airless spray equipment with orifice size as recommended by manufacturer for material and texture required.



4. Where application method is listed in the MPI Manual for the paint system that application method is required; otherwise any application method recommended by manufacturer for material used and objects to be painted is acceptable.

D. Minimum Coating Thickness: Apply paint materials no thinner than manufacturer's recommended spreading rate; provide total dry film thickness of entire system as recommended by manufacturer.1. Number of coats and film thickness required are the same regardless of application

method.2. If undercoats, stains, or other conditions show through final coat of paint, apply

additional coats until paint film is of uniform finish, color, and appearance. 3. Give special attention to ensure edges, corners, crevices, welds, and exposed fasteners

receive dry film thickness equivalent to that of flat surfaces.

E. Apply finish to completely cover surfaces with uniform appearance without brush marks, runs, sags, laps, ropiness, holidays, spotting, cloudiness, or other surface imperfections. 1. Before applying finish coats, apply a prime coat of material recommended by

manufacturer, unless the surface has been prime coated by others; where evidence of suction spots or unsealed areas in first coat appear, recoat primed and sealed surfaces to ensure finish coat with no burn through or other defects due to insufficient sealing.

2. Apply first coat to surface that has been cleaned, pretreated, or otherwise prepared as soon as practical after preparation and before subsequent surface deterioration.

3. Do not apply succeeding coats until the previous coat has cured as recommended by manufacturer.

4. Do not recoat until paint has dried to where it feels firm, does not deform or feel sticky under moderate thumb pressure, and application of another coat will not cause the undercoat to lift or lose adhesion.

5. If manufacturer's instructions recommend sanding to produce a smooth, even surface, sand between coats.

6. Before applying next coat vacuum clean surfaces of loose particles. Use tack cloth to remove dust and particles just prior to applying next coat.

3.05 CLEANING AND PROTECTION

A. Collect waste material which may constitute a fire hazard, place in closed metal containers, and remove daily from site.

B. At the end of each workday, remove empty cans, rags, rubbish, and other discarded paint materials from site.

C. Protect other work, whether being painted or not, against damage by painting. Correct damage by cleaning, repairing or replacing, and repainting as approved by Architect.

D. Provide "Wet Paint" signs to protect newly painted finishes. Remove temporary protective wrappings provided by others to protect their work after completing painting operations.

E. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces. Comply with procedures specified in MPI Manual.

END OF SECTION



SECTION 32 13 13

CONCRETE PAVING

PART 1 GENERAL


A. Concrete sidewalks and stair steps.


A. Section 07 90 05 - Joint Sealers: Sealant for joints.


A. ACI 211.1 - Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete; American Concrete Institute International; 1991 (Reapproved 2002).

B. ACI 301 - Specifications for Structural Concrete for Buildings; American Concrete Institute International; 2010.

C. ACI 304R - Guide for Measuring, Mixing, Transporting, and Placing Concrete; American Concrete Institute International; 2000.

D. ACI 305R - Hot Weather Concreting; American Concrete Institute International; 2010.

E. ACI 306R - Cold Weather Concreting; American Concrete Institute International; 2010.

F. ASTM A185/A185M - Standard Specification for Steel Welded Wire Reinforcement, Plain, for Concrete; 2007.

G. ASTM A615/A615M - Standard Specification for Deformed and Plain Billet-Steel Bars for Concrete Reinforcement; 2012.

H. ASTM C33/C33M - Standard Specification for Concrete Aggregates; 2011a.

I. ASTM C39/C39M - Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens; 2012a.

J. ASTM C94/C94M - Standard Specification for Ready-Mixed Concrete; 2012.

K. ASTM C150/C150M - Standard Specification for Portland Cement; 2012.

L. ASTM C173/C173M - Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method; 2010b.

M. ASTM C260 - Standard Specification for Air-Entraining Admixtures for Concrete; 2010a.

N. ASTM C309 - Standard Specification for Liquid Membrane-Forming Compounds for Curing Concrete; 2011.

O. ASTM C494/C494M - Standard Specification for Chemical Admixtures for Concrete; 2012.

P. ASTM C618 - Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete; 2012.

Q. ASTM D1752 - Standard Specification for Preformed Sponge Rubber Cork and Recycled PVC Expansion Joint Fillers for Concrete Paving and Structural Construction; 2004a (Reapproved 2008).

1.04 SUBMITTALS


Project E12-26 CONCRETE PAVING32 13 13 - 1


B. Product Data: Provide data on joint filler, admixtures, and curing compound.

PART 2 PRODUCTS

2.01 PAVING ASSEMBLIES

A. Comply with applicable requirements of ACI 301.

2.02 FORM MATERIALS

A. Form Materials: Conform to ACI 301.

B. Joint Filler: Preformed; sponge rubber or cork (ASTM D1752).1. Thickness: 1/2 inch.

2.03 REINFORCEMENT

A. Reinforcing Steel: ASTM A615/A615M Grade 40 (280); deformed billet steel bars; unfinished finish.

B. Steel Welded Wire Reinforcement: Plain type, ASTM A185/A185M; in flat sheets; unfinished.

C. Dowels: ASTM A615/A615M Grade 40 (280); deformed billet steel bars; unfinished finish.

2.04 CONCRETE MATERIALS

A. Cement: ASTM C150/C150M Normal - Type I portland type, grey color.

B. Fine and Coarse Mix Aggregates: ASTM C33.

C. Fly Ash: ASTM C618, Class C or F.

D. Water: Clean, and not detrimental to concrete.

E. Air Entrainment Admixture: ASTM C260.

F. Chemical Admixtures: ASTM C494/C494M, Type A - Water Reducing, Type C - Accelerating, and Type G - Water Reducing, High Range and Retarding.

2.05 ACCESSORIES

A. Curing Compound: ASTM C309, Type 1, Class A.

2.06 CONCRETE MIX DESIGN

A. Proportioning Normal Weight Concrete: Comply with ACI 211.1 recommendations.

B. Concrete Strength: Establish required average strength for each type of concrete on the basis of field experience or trial mixtures, as specified in ACI 301.1. For trial mixtures method, employ independent testing agency acceptable to Architect

for preparing and reporting proposed mix designs.

C. Admixtures: Add acceptable admixtures as recommended in ACI 211.1 and at rates recommended by manufacturer.

D. Concrete Properties:1. Compressive Strength, when tested in accordance with ASTM C39/C39M at 28 days:

3,000 psi.2. Fly Ash Content: Maximum 15 percent of cementitious materials by weight.3. Water-Cement Ratio: Maximum 50 percent by weight.



4. Total Air Content: 5 to 7 percent, determined in accordance with ASTM C173/C173M.5. Maximum Slump: 3 inches, plus or minus 1-inch.6. Maximum Aggregate Size: 1 inch.

2.07 MIXING

A. Transit Mixers: Comply with ASTM C94/C94M.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify compacted granular base is acceptable and ready to support paving and imposed loads.

B. Verify gradients and elevations of base are correct.

3.02 SUBBASE

3.03 PREPARATION

A. Moisten base to minimize absorption of water from fresh concrete.

3.04 FORMING

A. Place and secure forms to correct location, dimension, profile, and gradient.

B. Assemble formwork to permit easy stripping and dismantling without damaging concrete.

C. Place joint filler vertical in position, in straight lines. Secure to formwork during concrete placement.

3.05 REINFORCEMENT

A. Place reinforcement at midheight of slabs-on-grade.

3.06 COLD AND HOT WEATHER CONCRETING

A. Follow recommendations of ACI 305R when concreting during hot weather.

B. Follow recommendations of ACI 306R when concreting during cold weather.

C. Do not place concrete when base surface temperature and air temperature is less than 40 degrees F, or surface is wet or frozen.

D. Do not place concrete when the temperature of the concrete exceeds 85 degrees F, except where an approved retarder is used. The mixing water and/or aggregates shall be cooled to maintain a satisfactory placing temperature as necessary. In no case shall the placing temperature exceed 95 degrees F.

3.07 PLACING CONCRETE

A. Place concrete in accordance with ACI 304R.

B. Do not place concrete when base surface is wet.

C. Ensure reinforcement, inserts, embedded parts, formed joints are not disturbed during concrete placement.

D. Place concrete continuously over the full width of the panel and between predetermined construction joints. Do not break or interrupt successive pours such that cold joints occur.



E. Apply surface retarder to all exposed surfaces in accordance with manufacturer's instructions.

3.08 JOINTS

A. Align sidewalk joints.

B. Place 1/2 inch wide expansion joints at 20 foot intervals and to separate paving from vertical surfaces and other components and in pattern indicated.1. Form joints with joint filler extending from bottom of pavement to within 1/4 inch of

finished surface.2. Secure to resist movement by wet concrete.

C. Provide scored or sawn joints:

D. Saw cut contraction joints 3/16 inch wide at an optimum time after finishing. Cut 1/3 into depth of slab.

3.09 FINISHING

A. Sidewalk Paving: Light broom, texture perpendicular to direction of travel with troweled and radiused edge 1/4 inch radius.

3.10 JOINT SEALING

A. See Section 07 90 05 for joint sealer requirements.

3.11 TOLERANCES

A. Maximum Variation of Surface Flatness: 1/4 inch in 10 ft.

B. Maximum Variation From True Position: 1/4 inch.

3.12 FIELD QUALITY CONTROL

A. An independent testing agency will perform field quality control tests, as specified in Section 01 40 00.1. Provide free access to concrete operations at project site and cooperate with appointed

firm.2. Submit proposed mix design of each class of concrete to inspection and testing firm for

review prior to commencement of concrete operations.

B. Compressive Strength Tests: ASTM C39/C39M. For each test, mold and cure three concrete test cylinders. Obtain test samples for every 75 cu yd or less of each class of concrete placed.1. Take one additional test cylinder during cold weather concreting, cured on job site under

same conditions as concrete it represents.

C. Maintain records of placed concrete items. Record date, location of pour, quantity, air temperature, and test samples taken.

3.13 PROTECTION

A. Immediately after placement, protect pavement from premature drying, excessive hot or cold temperatures, and mechanical injury.

B. Do not permit pedestrian traffic over pavement for 7 days minimum after finishing.

END OF SECTION

