Attachment_J-1_Specifications_-_Project_Manual_for_N.C.T.R,_Building_53B,_Process_Area_Renovation.pdf

PROJECT MANUAL

FOR

N.C.T.R. Building 53B Process Area Renovation

May 1, 2017 Issue Documents

Architect

WITSELL EVANS & RASCO, PA

901 WEST THIRD STREET

LITTLE ROCK, ARKANSAS 72201

(501) 374-5300 office (501) 374-5247 fax

REGISTRATION NUMBER C44

MEPFP

CROMWELL, INC.

101 South Spring Street Little Rock, Arkansas 72201

(501) 372-2900 office

ARCHITECT’S PROJECT NUMBER

NCTRBU16.00

COPYRIGHT © 2017/WER

NCTR Building 53

00 01 05 - 1 CAE - CERTIFICATIONS

05/01/2017

SECTION 00 01 05

CERTIFICATIONS

I hereby certify that the civil portions and structural portions of work included in these plans and specifications, except as otherwise indicated, have been prepared by me, or under my direct supervision.

Michael Tarini, PE Civil Engineer

CROMWELL ARCHITECTS

ENGINEERS, INC.

Architects Engineers 101 S. Spring Street Little Rock, Arkansas

01 MAY 2017

Date

I hereby certify that the structural portions of work included in these plans and specifications, except as otherwise indicated, have been prepared by me, or under my direct supervision.

Oscar Barrios, PE Structural Engineer

CROMWELL ARCHITECTS

ENGINEERS, INC.

Architects Engineers 101 S. Spring Street Little Rock, Arkansas

00 01 05 - 2 CAE - CERTIFICATIONS

05/01/2017

I hereby certify that fire protection portions of work included in these plans and specifications, except as otherwise indicated, have been prepared by me, or under my direct supervision. I further certify that to the best of my knowledge this portion of the plans and specifications are as required by law and in compliance with the Arkansas Fire Prevention Code for the State of Arkansas.

Brian Gerdwagen, FPE Fire Protection Engineer

CROMWELL ARCHITECTS

ENGINEERS, INC.

Architects Engineers 101 S. Spring Street Little Rock, Arkansas

01 MAY 2017

Date

I hereby certify that the mechanical and plumbing portions of work included in these plans and specifications, except as otherwise indicated, have been prepared by me, or under my direct supervision. I further certify that to the best of my knowledge this portion of the plans and specifications are as required by law and in compliance with the Arkansas Fire Prevention Code for the State of Arkansas and with the Arkansas Code for Energy Conservation In New Building Construction.

Robert L. Seay, PE, Mechanical Engineer Principal

CROMWELL ARCHITECTS

ENGINEERS, INC.

Architects Engineers 101 S. Spring Street Little Rock, Arkansas

01 MAY 2017

Date

I hereby certify that the electrical portions of work included in these plans and specifications, except as otherwise indicated, have been prepared by me, or under my direct supervision.

William Allan Fuller, PE Electrical Engineer

CROMWELL ARCHITECTS

ENGINEERS, INC.

Architects Engineers 101 S. Spring Street Little Rock, Arkansas

NCTRBU16.00 TABLE OF CONTENTS Page 1 NCTR Building 53B 05/01/2017

TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 0105 CERTIFICATIONS PAGE

00 0110 TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 1000 SUMMARY

01 1210 ASBESTOS PRECAUTIONS AND PROCEDURES

01 2000 PRICE AND PAYMENT PROCEDURES

01 3000 ADMINISTRATIVE REQUIREMENTS

01 3216 CONSTRUCTION PROGRESS SCHEDULE

01 4533 SPECIAL INSPECTIONS

01 5000 TEMPORARY FACILITIES AND CONTROLS

01 6000 PRODUCT REQUIREMENTS

01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS

01 7800 CLOSEOUT SUBMITTALS

01 9113 GENERAL COMMISSIONING REQUIREMENTS

DIVISION 02 - EXISTING CONDITIONS

02 4100 DEMOLITION

DIVISION 03 - CONCRETE

03 3000 CAST-IN-PLACE CONCRETE

DIVISION 04 – MASONRY

04 2731 REINFORCED UNIT MASONRY

DIVISION 05 – METALS

05 1200 STRUCTURAL STEEL FRAMING

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 1000 ROUGH CARPENTRY

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 2401 DIRECT APPLIED FINISH SYSTEM

07 8400 FIRESTOPPING

07 9200 JOINT SEALERS

DIVISION 08 – OPENINGS

08 1113 HOLLOW METAL DOORS AND FRAMES

08 3100 ACCESS DOORS AND PANELS

08 7100 DOOR HARDWARE

NCTRBU16.00 TABLE OF CONTENTS Page 2

DIVISION 09 – FINISHES

09 0561 COMMON WORK RESULTS FOR FLOORING PREPARATION

09 2116 GYPSUM BOARD ASSEMBLIES

09 2216 NON-STRUCTURAL METAL FRAMING

09 5100 SUSPENDED ACOUSTICAL CEILINGS

09 6400 EPOXY FLAKE FLOORING

09 9113 EXTERIOR PAINTING

09 9123 INTERIOR PAINTING

09 9600 EPOXY FLAKE WALL COATING

DIVISION 10 – SPECIALTIES

10 4400 FIRE PROTECTION SPECIALTIES

DIVISION 11 – EQUIPMENT

11 5400 VIVARIUM EQUIPMENT

EQUIPMENT CUT SHEETS

DIVISION 12 - 20 - NOT USED

DIVISION 21 - FIRE SUPPRESSION

21 0500 COMMON WORK RESULTS FOR FIRE SUPPRESSION

21 0523 GENERAL DUTY VALVES FOR WATER BASED FIRE SUPPRESSION PIPING

21 0548 FIRE-SUPPRESSION VIBRATION ISOLATION AND SEISMIC RESTRAINT

21 1100 FACILITY FIRE-SUPPRESSION WATER SERVICE PIPING

21 1300 FIRE-SUPPRESSION SPRINKLERS

DIVISION 22 – PLUMBING

22 0510 BASIC PLUMBING REQUIREMENTS

22 0548 PLUMBING VIBRATIONS ISOLATION AND SEISMIC RESTRAINT

22 0553 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT

22 0719 PLUMBING PIPING INSULATION

22 1005 PLUMBING PIPING

22 1006 PLUMBING PIPING SPECIALITIES

22 3000 PLUMBING EQUIPMENT

22 4000 PLUMBING FIXTURES

22 6005 HIGH PURITY DEIONIZED WATER PIPING

DIVISION 23 - HEATING VENTILATING AND AIR CONDITIONING

23 0510 BASIC HVAC REQUIREMENTS

23 0548 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND EQUIPMENT

23 0553 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT

23 0593 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 0713 DUCT INSULATION

23 0719 HVAC PIPING INSULATION

23 0800 COMMISSIONING OF HVAC SYSTEMS

23 0923 DIRECT DIGITAL CONTROL SYSTEM FOR HVAC

23 2113 HYDRONIC PIPING

23 2213 STEAM AND CONDENSATE HEATING PIPING

23 2214 STEAM AND CONDENSATE HEATING SPECIALTIES

23 3100 HVAC DUCTS AND CASINGS

NCTRBU16.00 TABLE OF CONTENTS Page 3

23 3300 AIR DUCT ACCESSORIES

23 3416 CENTRIFICAL HVAC FANS

23 3600 AIR TERMINAL UNITS

23 3700 AIR OUTLETS AND INLETS

23 5700 HEAT EXCHANGERS FOR HVAC

23 7313 AIR HANDLING UNITS

DIVISION 26 - ELECTRICAL

26 0501 MINOR ELECTRICAL DEMOLITION

26 0519 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

26 0526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

26 0529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

26 0534 CONDUIT

26 0535 SURFACE RACEWAYS

26 0537 BOXES

26 0553 IDENTIFICATION FOR ELECTRICAL SYSTEMS

26 0800 COMMISSIONING OF ELECTRICAL SYSTEMS

26 0923 LIGHTING CONTROL DEVICES

26 2416 PANELBOARDS

26 2726 CABINETS AND ENCLOSURES

26 2726 WIRING DEVICES

26 2813 FUSES

26 2817 ENCLOSED CIRCUIT BREAKERS

26 2818 ENCLOSED SWITCHES

26 2923 VARIBLE-FREQUENCY MOTOR CONTROLLERS

26 4300 SURGE PROTECTIVE DEVICES

26 5100 INTERIOR LIGHTING

DIVISION 27 – NOT USED

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 3100 FIRE DETECTION AND ALARM

DIVISION 29 - 30 – NOT USED

DIVISION 31 - EARTHWORK

31 2200 GRADING

31 2316.13 TRENCHING

31 2323 FILL

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 1313 CONCRETE PAVING

32 9223 SODDING

DIVISION 33 – UTILITIES

33 1116 SITE WATER UTILITY DISTRIBUTION PIPING

33 1300 DISINFECTING OF WATER UTILITY DISTRIBUTION

NCTRBU16.00 TABLE OF CONTENTS Page 4

NCTR Building 53B

01 1000 - 1 SUMMARY

05/01/2017

SECTION 01 1000

SUMMARY

PART 1 GENERAL

1.01 PROJECT

A. Owner's Name: NCTR.

B. Architect's Name: WER.

C. The Project consists of the alteration of Building 53B on the campus of NCTR for new equipment.

1.02 CONTRACT DESCRIPTION

A. Contract Type: A single prime contract based on a Stipulated Price as described in Document 00 5200 - Agreement Form.

1.03 DESCRIPTION OF ALTERATIONS WORK

A. Scope of demolition and removal work is shown on drawings and specified in Section 02 4100.

B. Scope of alterations work is shown on drawings.

C. Plumbing: Alter existing system and add new construction, keeping existing in operation.

D. HVAC: Alter existing system and add new construction, keeping existing in operation.

E. Electrical Power and Lighting: Alter existing system and add new construction, keeping existing in operation.

F. Fire Suppression Sprinklers: Alter existing system and add new construction, keeping existing in operation.

G. Fire Alarm: Alter existing system and add new construction, keeping existing in operation.

H. Telephone: Alter existing system and add new construction, keeping existing in operation.

I. Owner will remove the following items before start of work:

1. Items identified on the drawings.

J. Contractor shall remove and store the following prior to start of work, for later reinstallation by

Contractor:

1. Items identified on the drawings.

1.04 WORK BY OWNER

A. Items noted NIC (Not in Contract) will be supplied and installed by Owner before Substantial

Completion.

B. Owner will supply and install the following:

1. N/A.

C. Owner will supply the following for installation by Contractor:

1. N/A.

1.05 OWNER OCCUPANCY

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

B. Owner intends to occupy the Project upon Substantial Completion.

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

D. Schedule the Work to accommodate Owner occupancy.

1.06 CONTRACTOR USE OF SITE AND PREMISES

A. 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.

01 1000 - 2 SUMMARY

05/01/2017

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

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

C. Time Restrictions:

1. Limit conduct of especially noisy interior work to times scheduled with the owner.

D. Utility Outages and Shutdown:

1. Limit disruption of utility services to the building. Any building shutdowns & outages (for services) must be scheduled with owner at least 7 days in advance of anticipated interruption.

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.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

END OF SECTION

01 1210 - 1 ASBESTOS PRECAUTIONS AND

PROCEDURES

05/01/2017

SECTION 01 1210

ASBESTOS PRECAUTIONS AND PROCEDURES

PART 1: GENERAL

1.01 SECTION INCLUDES:

A. Contractor's responsibilities concerning asbestos containing materials (ACM) in the existing building or system where work is to occur.

B. Contractor's responsibilities concerning asbestos in materials, products, and equipment used in the construction project.

1.02 DISCOVERY OF ASBESTOS CONTAINING MATERIALS (ACM):

A. Unless indicated otherwise within the construction documents. There are no known ACM's present within the construction limits.

B. During the construction project, the Contractor shall notify the Owner of any portion of the work which the Contractor knows or has reason to believe contains asbestos. The Contractor shall take necessary precautions to prevent damage and release of asbestos fibers to the air.

C. Any asbestos abatement procedures shall be performed by the Owner under a separate contract.

1.03 ASBESTOS CONTAINING MATERIALS AND PRODUCTS:

A. All building construction materials, products, and equipment used in the project shall be asbestos free.

B. The Contractor shall be responsible for verifying with suppliers and manufacturers that construction materials, products, and equipment used in completion of the project are asbestos free.

C. The Contractor shall provide certification (typewritten, signed and dated) to the Owner indicating that asbestos free materials, products and equipment was used in completion of the work.

PART 2: PRODUCTS NOT APPLICABLE.

PART 3: EXECUTION NOT APPLICABLE.

01 2000 - 1 PRICE AND PAYMENT PROCEDURES

05/01/2017

SECTION 01 2000

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.01 SECTION INCLUDES

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

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

C. Change procedures.

1.02 SCHEDULE OF VALUES

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

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

C. Submit Schedule of Values (electronic file) within 15 days after date of Owner-Contractor

Agreement.

1.03 APPLICATIONS FOR PROGRESS PAYMENTS

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

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. For each item, provide a column for listing each of the following:

1. Item Number.

2. Description of work.

3. Scheduled Values.

4. Work in Place and Stored Materials under this Application.

5. Authorized Change Orders.

6. Total Completed and Stored to Date of Application.

7. Percentage of Completion.

8. Balance to Finish.

9. Retainage.

E. Execute certification by signature of authorized officer.

F. Use data from approved Schedule of Values. Provide dollar value in each column for each line item for portion of work performed and for stored products.

G. List each authorized Change Order as a separate line item, listing Change Order number and dollar amount as for an original item of Work.

H. Submit three copies of each Application for Payment.

I. Include the following with the application:

J. When Architect requires substantiating information, submit data justifying dollar amounts in question. Provide one copy of data with cover letter for each copy of submittal. Show application number and date, and line item by number and description.

1.04 MODIFICATION PROCEDURES

A. For minor changes not involving an adjustment to the Contract Sum 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 Sum or Contract Time.

2. Promptly execute the change.

01 2000 - 2 PRICE AND PAYMENT PROCEDURES

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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 7 (seven) 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.

2. For pre-determined unit prices and quantities, the amount will based on the fixed unit prices.

E. Substantiation of Costs: Provide full information required for evaluation.

1. Provide the 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 Sum.

H. Promptly revise progress schedules to reflect any change in Contract Time, revise sub-schedules to adjust times for other items of work affected by the change, and resubmit.

I. Promptly enter changes in Project Record Documents.

1.05 APPLICATION FOR FINAL PAYMENT

A. Application for Final Payment will not be considered until the following have been accomplished:

1. All closeout procedures specified in Section 01 7000.

PART 2 PRODUCTS - NOT USED

01 3000 - 1 ADMINISTRATIVE REQUIREMENTS

05/01/2017

SECTION 01 3000

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Electronic document submittals.

B. Preconstruction meeting.

C. Site mobilization meeting.

D. Progress meetings.

E. Construction progress schedule.

F. Progress photographs.

G. Coordination drawings.

H. Requests for Substitution I. Submittals for review, information, and project closeout.

J. Progress Schedule K. Number of copies of submittals.

L. Submittal procedures.

1.02 RELATED REQUIREMENTS

A. Document 00 7200 - General Conditions: Dates for applications for payment.

B. Document 00 7200 - General Conditions: Duties of the Construction Manager.

C. Section 01 3216 - Construction Progress Schedule: Form, content, and administration of schedules.

D. Section 01 7000 - Execution and Closeout Requirements: Additional coordination requirements.

E. Section 01 7800 - Closeout Submittals: Project record documents.

1.03 PROJECT COORDINATION

A. Cooperate with the Project Coordinator in allocation of mobilization areas of site; for field offices and sheds, for construction access, traffic, and parking facilities.

B. During construction, coordinate use of site and facilities through the Project Coordinator.

C. Comply with Project Coordinator's procedures for intra-project communications; submittals, reports and records, schedules, coordination drawings, and recommendations; and resolution of ambiguities and conflicts.

D. Comply with instructions of the Project Coordinator for use of temporary utilities and construction facilities.

E. Coordinate field engineering and layout work under instructions of the Project Coordinator.

F. Make the following types of submittals to Architect through the Project Coordinator:

1. Requests for interpretation.

2. Shop drawings, product data, and samples.

3. Test and inspection reports.

4. Design data.

5. Manufacturer's instructions and field reports.

6. Applications for payment and change order requests.

7. Progress schedules.

8. Coordination drawings.

9. Correction Punch List and Final Correction Punch List for Substantial Completion.

10. Closeout submittals.

01 3000 - 2 ADMINISTRATIVE REQUIREMENTS

05/01/2017

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 ELECTRONIC DOCUMENT SUBMITTALS

A. Any documents transmitted for purposes of administration of the contract can be in electronic (PDF) file format and transmitted via an Internet-based e-mail service.

1. In addition to submittals for review, information, and closeout, this procedure may apply to requests for information (RFIs), progress documentation, contract modification documents (e.g. supplementary instructions, change proposals, change orders), applications for payment, field reports and meeting minutes, and any other document the Contractor & Architect wish to make part of the project electronic record.

2. Contractor and Architect may use conventional e-mail for this service.

3. It is Contractor's responsibility to submit documents in PDF format via file attachment to e-mail directed to WER Architects. Addressee will be determined at the pre-construction conference. Documents shall be reviewed and stamped by the contractor prior to submission. PDF documents without contractors stamp, signature and/or initials, & date will not be reviewed.

4. Subcontractors, suppliers, and Architect's consultants may use the e-mail transmission of review documents, provided copies are directed to the Architect and Contractor.

5. Users of the electronic document submission shall provide an email address and Internet access. PDF review software that includes ability to mark up and apply electronic stamps (such as Adobe Acrobat, www.adobe.com, or Bluebeam PDF Revu, www.bluebeam.com), is encouraged, unless scan to PDF file capability is provided by the document generator / provider.

6. Paper documents & transmittals of electronic submissions will not be reviewed; emailed PDF documents without transmittal letters / forms from the contractor will not be reviewed.

7. All other specified submittal and document transmission procedures apply, except that electronic document requirements to not apply to samples or color selection charts.

B. Cost: Any cost of the electronic document submittal(s) is to be paid by Contractor; include the cost of the submittals in the contract sum.

C. Project Closeout: Architect will determine which project electronic document files shall be archived for the Owner. The contractor shall provide these documents on CD as part of the close out document submission.

3.02 PRECONSTRUCTION MEETING

A. Within ten (10) days after execution of agreement, the Architect will prepare an agenda and schedule a pre-construction meeting. Written notice of meeting date, time and place, and agenda items will be sent to the Owner and Contractor. The Contractor shall be responsible for notifying major subcontractors of meeting.

B. Architect will schedule a meeting after Notice of Award.

C. Attendance Required:

1. Owner.

2. Architect.

3. Contractor.

4. Major Sub contractors.

D. Agenda:

1. Issuance of Notice To Proceed.

2. Distribution of Contract Documents.

3. Submission of list of Subcontractors, list of Products, schedule of values, and progress schedule.

4. Designation of personnel representing the parties to Contract, Arkansas State Parks and

Architect.

5. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures.

01 3000 - 3 ADMINISTRATIVE REQUIREMENTS

05/01/2017

6. Scheduling.

E. 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 SITE MOBILIZATION MEETING (MAY BE COMBINED WITH PRE-CONSTRUCTION)

A. Architect will schedule meeting at the Project site prior to Contractor occupancy.

B. Attendance Required:

1. Contractor.

2. Owner.

3. Architect.

4. Contractor's Superintendent.

5. Major Subcontractors.

C. Agenda:

1. Use of premises by Owner and Contractor.

2. Owner's requirements and occupancy prior to completion.

3. Construction facilities and controls provided by Owner.

4. Temporary utilities provided by Owner.

5. Survey and building layout.

6. Security and housekeeping procedures.

7. Schedules.

8. Application for payment procedures.

9. Procedures for testing.

10. Procedures for maintaining record documents.

11. Requirements for start-up of equipment.

12. Inspection and acceptance of equipment put into service during construction period.

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.

3.04 PROGRESS MEETINGS

A. The Contractor shall schedule and hold regular progress meetings to coordinate, expedite and schedule work of contract. Hold additional meetings as progress of work dictates or when requested by the Architect. Send written notice of meeting date, time and place, and agenda of meeting to the Owner, Architect, subcontractors and others as pertinent to agenda.

B. Schedule and administer meetings throughout progress of the Work at maximum bi-monthly intervals.

C. Make arrangements for meetings, prepare agenda with copies for participants, preside at meetings.

D. Attendance Required: Job Superientendent, major subcontractors and suppliers.

1. Contractor.

2. Owner.

3. Architect.

4. Contractor's Superintendent.

5. Major Subcontractors.

E. 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.

8. Planned progress during succeeding work period.

9. Maintenance of quality and work standards.

01 3000 - 4 ADMINISTRATIVE REQUIREMENTS

05/01/2017

10. Effect of proposed changes on progress schedule and coordination.

11. Other business relating to Work.

F. 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.

3.05 SCHEDULE OF VALUES

A. Submit schedule of values on Owner provided form. Itemize separate line cost for each major item of work and each subcontracted item of work (use Sections under Division 2 through 28 in Table of Contents as a basis for listing).

3.06 REQUESTS FOR SUBSTITUTION

A. The naming of specified items on drawings or in specifications means that such named items are specifically desired by Architect and/or Owner. Substitution requests may be submitted.

B. Complete data must be submitted on proposed substitutions. Include product and technical information with specific items and components identified, indicate differences between proposed item and specified item (materials, installation/erection/application, warranties, etc.), and samples for comparison and tests. Note: Incomplete data will not be reviewed.

C. The Architect is the sole judge as to equality and acceptability of proposed substitutions. ONLY

WRITTEN ACCEPTANCES WILL BE HELD VALID BY THE ARCHITECT.

D. Unless otherwise specified in individual sections, submit proposals for substitution within 7 days after award of contract. If required to submit prior to bid, submission must be received in Architect's office 10 days prior to date established for receipt of bids. Approved substitutions will be listed in Addenda. Submit substitution proposals on substitution form following this section.

E. If substitution will affect a correlated function, adjacent construction, or work of other trades or contractors, necessary changes and modifications to affected work will be considered as part of the substitution, to be accomplished without additional cost to Owner, if and when accepted.

F. Under no circumstances shall Architect's acceptance of such substitution relieve Contractor from timely, full and proper performance of work.

3.07 CONSTRUCTION PROGRESS SCHEDULE - SEE SECTION 01 3216

A. Within 7 days after Notice to Proceed, submit to the Architect a bar-chart type progress schedule indicating a time bar for each trade or operation of work to be performed at the site.

Time bar shall demonstrate planned work, properly sequenced and intermeshed, for expeditious completion of work.

B. Submit with bar-chart a tabulation (by date) of all submittals required either by date period relation in Contract Documents or as necessitated by lead time related to individual time bar shown on progress schedule for the associated work. At Contractor's option, submittal dates may be shown on bar-chart schedule, in lieu of being tabulated.

C. Submit monthly updates of bar-chart accurately depicting actual progress to the first day of month. Indicate percentage of completion on time bars at 10% increments.

D. Submit progress schedule on reproducible stock.

E. Distribute progress schedule including all updates to Owner, Architect, subcontractors, suppliers, fabricators, and others with a need-to-know schedule compliance requirement. Post copy in field office.

3.08 APPLICATION AND CERTIFICATE FOR PAYMENT

A. Submit Application and Certificate for Payment on Owner provided form.

3.09 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.

01 3000 - 5 ADMINISTRATIVE REQUIREMENTS

05/01/2017

C. Provide photographs of site and construction throughout progress of Work produced by an experienced photographer, acceptable to Architect.

D. In addition to periodic, recurring views, take photographs of each of the following events:

E. Views:

1. Provide non-aerial photographs from four cardinal views at each specified time, until Date of Substantial Completion.

2. Consult with Architect for instructions on views required.

3. Provide factual presentation.

4. Provide correct exposure and focus, high resolution and sharpness, maximum depth of field, and minimum distortion.

F. Digital Photographs: 24 bit color, minimum resolution of 1024 by 768, 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. PDF File: Assemble all photos into printable pages in PDF format, with 2 to 3 photos per page, each photo labeled with file name; one PDF file per submittal.

4. Hard Copy: Printed hardcopy (grayscale) of PDF file and point of view sketch.

3.10 COORDINATION DRAWINGS

A. Provide information required by Project Coordinator for preparation of coordination drawings.

B. Review drawings prior to submission to Architect.

3.11 SUBMITTALS FOR REVIEW

A. When the following are specified in individual sections, submit them for review:

1. Product data.

a. Make all submissions affecting color selection within 30 days after signing contract.

b. Submit 1 electronic copy of product data for Architect's review for items specified in the various specification sections (copies for mechanical and electrical data is specified in Divisions 23 and 26). Submit samples, where specified, along with product data.

c. Mark data clearly to indicate exact items submitted, and note deviations from Contract Documents (if any). After reviewing the submittals, indicate approval by signing and dating on Contractor's stamp, and submit to Architect for review.

2. Shop drawings.

a. Submit required shop drawings drawn to a scale sufficiently large to show pertinent features of item and its method of connection to work. Submit related shop drawings together; partial submittals will not be accepted. Reproduction of contract documents in any form for use as shop drawings will not be permitted.

b. Provide manufacturer's name and model number of prefabricated items and indicate methods of attachment and clearances required relative to other trades affecting all elements of work.

c. Identify deviations from Contract Documents (if any), check dimensions, check that trades have been coordinated and that no conflict will develop in installation.

d. After reviewing shop drawings, indicate Contractor's approval by signing and dating on Contractor's stamp. Failure to follow these procedures will result in rejection of submission and no additional contract time will be allowed for delay from this cause.

e. Submit one electronic copy of Contractor's stamped and approved shop drawings for Architect's review. The Architect will review the copy and stamp it with indication of action as appropriate. The Architect will retain an electronic copy for his record, and will return an electronic copy to the Contractor. For electronic copies returned "Not Approved", "Not Accepted" or "Revise And Resubmit", correct the original drawings, make a new electronic file / copy, and resubmit. For reproducibles returned "Approved", "Accepted", or "Accepted As Corrected", correct original drawings, make

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05/01/2017 a new electronic file and provide such number of prints of the electronic file(s) as may be needed for field distribution.

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 .

3.12 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.

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

3.13 SUBMITTALS FOR PROJECT CLOSEOUT

A. Submit Correction Punch List for Substantial Completion.

B. Submit Final Correction Punch List for Substantial Completion.

C. Upon completion of the work and prior to final payment, submit to the Architect a loose-leaf hard cover binder with the project name printed on it, containing indexed sections as follows:

1. A listing of all subcontractors for the project, including portions of work done, address and telephone number of the firm, and contact at the firm familiar with the project.

2. One fully executed copy of each guarantee and warranty specified.

3. One fully executed copy of each certificate specified.

4. One operating, service, and maintenance manual or instruction sheet for each item specified.

5. List of As-Built Drawings, Record Drawings, Shop Drawings, Product Data, and Samples.

6. List of spare parts, extra and overrun stock, maintenance tools and devices, keys and similar physical units submitted as specified.

7. Project record documents.

8. Operation and maintenance data.

9. Warranties.

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

3.14 NUMBER OF COPIES OF SUBMITTALS

A. Documents for Review:

1. Small Size Sheets, Not Larger Than 8-1/2 x 11 inches: Submit one electronic copy / file that will be retained by Architect. A copy of all comments will be returned for the Contractor to make all required prints for field distribution.

2. Larger Sheets, Not Larger Than 36 x 48 inches: Submit one electronic copy / file that will be retained by Architect. All copies / prints of corrected / approved shop drawings for field use will be the responsibility of the contractor.

B. Documents for Information: Submit one electronic copy / file.

C. Documents for Project Closeout: Make one reproduction of submittal originally reviewed.

Submit two extra of submittals for information.

D. 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.

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3.15 SUBMITTAL PROCEDURES

A. Shop Drawing Procedures:

1. Prepare accurate, drawn-to-scale, original shop drawing documentation by interpreting the Contract Documents and coordinating related Work.

2. Do not reproduce the Contract Documents to create shop drawings.

3. Generic, non-project specific information submitted as shop drawings do not meet the requirements for shop drawings.

B. Transmit each submittal with a copy of approved submittal form.

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

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

E. 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.

F. Deliver submittals to Architect at business address via e-mail or Information Exchange.

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

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

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

J. Provide space for Contractor and Architect review stamps.

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

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

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

01 3216 - 1 CONSTRUCTION PROGRESS SCHEDULE

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SECTION 01 3216

CONSTRUCTION PROGRESS SCHEDULE

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Preliminary schedule.

B. Construction progress schedule, bar chart type.

1.02 RELATED SECTIONS

A. Section 01 1000 - Summary: Work sequence.

1.03 REFERENCE STANDARDS

A. AGC (CPSM) - Construction Planning and Scheduling Manual; 2004.

1.04 SUBMITTALS

A. Within 10 days after date of Agreement, submit preliminary schedule defining planned operations for the first 60 days of Work, with a general outline for remainder of Work.

B. Within 10 days after review of preliminary schedule, submit draft of proposed complete schedule for review.

C. Within 10 days after joint review, submit complete schedule.

D. Submit updated schedule with each Application for Payment.

E. Submit the number of opaque reproductions that Contractor requires, plus two copies that will be retained by Architect.

1.05 QUALITY ASSURANCE

A. Scheduler: Contractor's personnel or specialist Consultant specializing in CPM scheduling with one years minimum experience in scheduling construction work of a complexity comparable to this Project, and having use of computer facilities capable of delivering a detailed graphic printout within 48 hours of request.

1.06 SCHEDULE FORMAT

A. Listings: In chronological order according to the start date for each activity. Identify each activity with the applicable specification section number.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 PRELIMINARY SCHEDULE

A. Prepare preliminary schedule in the form of a horizontal bar chart.

3.02 CONTENT

A. Show complete sequence of construction by activity, with dates for beginning and completion of each element of construction.

B. Identify each item by specification section number.

C. Identify work of separate stages and other logically grouped activities.

D. Provide sub-schedules to define critical portions of the entire schedule.

E. Include conferences and meetings in schedule.

F. Show accumulated percentage of completion of each item, and total percentage of Work completed, as of the first day of each month.

G. Indicate delivery dates for owner-furnished products.

H. Provide legend for symbols and abbreviations used.

3.03 BAR CHARTS

A. Include a separate bar for each major portion of Work or operation.

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B. Identify the first work day of each week.

3.04 REVIEW AND EVALUATION OF SCHEDULE

A. Participate in joint review and evaluation of schedule with Architect at each submittal.

B. Evaluate project status to determine work behind schedule and work ahead of schedule.

C. After review, revise as necessary as result of review, and resubmit within 10 days.

3.05 UPDATING SCHEDULE

A. Maintain schedules to record actual start and finish dates of completed activities.

B. Indicate progress of each activity to date of revision, with projected completion date of each activity.

C. Annotate diagrams to graphically depict current status of Work.

D. Identify activities modified since previous submittal, major changes in Work, and other identifiable changes.

E. Indicate changes required to maintain Date of Substantial Completion.

F. Submit reports required to support recommended changes.

3.06 DISTRIBUTION OF SCHEDULE

A. Distribute copies of updated schedules to Contractor's project site file, to subcontractors, suppliers, Architect, Owner, and other concerned parties.

B. Instruct recipients to promptly report, in writing, problems anticipated by projections shown in schedules.

01 4533 - 1 SPECIAL INSPECTIONS

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SECTION 01 4533

SPECIAL INSPECTIONS

PART 1 GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, may apply to this Section.

B. Section 01 4000 - Quality Requirements. Requirements for Contractor performed independent tests and inspections that are normally Contractor's responsibility and are not specifically indicated within the requirements of this section.

1.02 SUMMARY

A. This Section includes administrative and procedural requirements required for compliance with the International Building Code, Chapter 17, Special Inspections and Tests.

B. Special inspection and testing services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with Construction Document requirements.

1. Specific quality-assurance and quality-control requirements for individual construction activities are specified in the Sections that specify those activities. Requirements in those Sections may also cover production of standard products.

2. Specified tests, inspections, and related actions do not limit Contractor's other quality-assurance and quality-control procedures that facilitate compliance with the construction document requirements.

3. Requirements for Contractor to provide quality-assurance and quality-control services required by Engineer, Owner, or authorities having jurisdiction are not limited by provisions of this section.

C. The Owner will engage one or more qualified special inspectors and / or testing agencies to conduct special inspections and tests specified in this section and related sections and as maybe specified in other divisions of these specifications.

D. Refer to Statement of Special Inspections and forms following the end of this section for the inspection and testing requirements and forms to be utilized by the Contractor and inspectors.

E. Related Sections include but are not limited to the following:

1. 042731 - Reinforced Unit Masonry

2. 051200 - Structural Steel Framing

1.03 RELATED STANDARDS

A. ASTM E 329 - Standard Specification for Agencies Engaged in Construction Inspection and/or

Testing; 2013 B. ICC (IBC) - International Building Code; 2012.

C. SEAoAR SI GL 02 - 01/01/2014; Arkansas Special Inspections Guidelines; www.SEAoAR.org.

D. ASCE 7 - Minimum Design Loads for Buildings and Other Structures; 2010

1.04 DEFINITIONS

A. Approved Agency: An established and recognized agency regularly engaged in conducting tests or furnishing inspection services, when such agency has been approved by the building official.

B. Construction Documents: Written, graphic and pictorial documents prepared or assembled for describing the design, location and physical characteristics of the elements of a project necessary for obtaining a building permit. Construction Documents include all supplemental instructions, sketches, addenda, and revisions to the drawings and specifications issued by the registered design professional beyond those issued for a building permit.

C. Designated Seismic System: Those architectural, electrical and mechanical systems and their components that require design in accordance with Chapter 13 of ASCE 7 and for which the

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05/01/2017 component importance factor, Ip, is greater than 1 in accordance with Section 13.1.3 of ASCE 7.

D. Registered Design Professional in Responsible Charge: The individual that prepares the Statement of Special Inspections including a Schedule of Special Inspection Services as part of the general requirements Section 1704 of the Building Code. The Registered Design Professional for special inspections is typically the project architect. The architect will take input from the structural, mechanical and electrical engineers and act as the overall Registered Design Professional in Responsible Charge of preparing the Statement of Special Inspections.

E. Shop Drawings / Submittal Data: Written, graphic and pictorial documents prepared and / or assembled by the contractor based on the Construction Documents.

F. Special Inspector: A qualified person who demonstrating competence, to the satisfaction of the code enforcement official and registered design professional in responsible charge, for inspection of the particular type of construction or operation requiring special inspection. The special inspector shall be a licensed professional engineer or engineering intern or a qualified representative from the testing agency.

G. Special Inspection, Continuous: The full-time observation of work requiring special inspection by an approved special inspector who is present in the area where the work is being performed.

H. Special Inspection, Periodic: The part-time or intermittent observation of work requiring special inspection by an approved special inspector who is present in the area where the work has been or is being performed and at the completion of the work.

I. Testing Agency: A qualified materials testing laboratory under the responsible charge of a licensed professional engineer, approved by the code enforcement official and the registered design professional in responsible charge, to measure, examine, test, calibrate, or otherwise determine the characteristics or performance of construction materials and verify confirmation with construction documents.

1.05 QUALITY ASSURANCE

A. Testing Agency Qualifications:

1. Minimum qualifications of inspection and testing agencies and their personnel shall comply with ASTM E 329 Standard Specification for Agencies in the Testing and / or Inspection of Materials Used in Construction.

a. Inspectors and individuals performing tests shall be certified for the work being performed as outlined in the appendix of the ASTM E329. Certification by organizations other than those listed must be submitted to the Building Official for consideration before proceeding with work.

2. In addition to these requirements, local jurisdiction may have additional requirements. It is the responsibility of the testing and inspection agencies to meet local requirements and comply with local procedures.

1.06 CONFLICTING REQUIREMENTS, REPORTS, AND TEST RESULTS

A. General: If compliance with two or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer uncertainties and requirements that are different, but apparently equal, to the registered design professional in responsible charge for a decision before proceeding.

B. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits.

To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. Refer uncertainties to the registered design profession in responsible charge for a decision before proceeding.

C. The special inspector’s reports and testing agencies results shall have precedence over reports and test results provided by the Contractor.

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D. Where a conflict exists between the Construction Documents and approved shop drawings / submittal data, the Construction Documents shall govern, unless the approved shop drawings / submittal data are more restrictive. All conflicts shall be brought to the attention of the Registered Design Professional in Responsible Charge.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.01 SPECIAL INSPECTOR (TESTING AGENCIES) RESPONSIBILITIES

A. The Special Inspectors shall:

1. Notify the Contractor of their presence and responsibilities at the job site.

2. Observe assigned work for which they are responsible for conformance with the plans and specifications and approved submittals for work designed by the Contractor.

3. Report nonconforming items to the immediate attention of the Contractor for correction.

4. Write a discrepancy report about each nonconforming item containing:

a. Description and exact location.

b. Reference to applicable drawings and specifications.

c. Resolution or corrective action taken and the date.

5. If the discrepancies are not corrected, the discrepancies shall be brought to the attention of the Building Official and to the Registered Design Professional In Responsible Charge prior to the completion of that phase of the work.

6. Provide special inspection reports directly to the Design Professional, the Contractor and the Building Official at the intervals indicated on the Statement of Special Inspections. The reports should:

a. Describe the special inspection and tests made, with locations.

b. Indicate nonconforming items and their resolution.

c. List unresolved items and parties notified.

d. Itemize any changes authorized by the Design Professional.

7. Initial and date the “Date Completed” box in the Schedule of Special Inspection Services as the inspection and testing activities are completed.

8. Submit a final signed report stating that all required special inspections and testing were fulfilled and reported and that any outstanding discrepancies have been corrected.

3.02 CONTRACTOR'S RESPONSIBILITY

A. The Contractor shall be familiar with Chapter 17 of the International Building Code.

B. The Contractor shall coordinate the inspection and testing services with the progress of the work. The Contractor shall provide sufficient notice to allow proper scheduling of all personnel.

The Contractor shall provide safe access for performing inspection and on site testing.

C. The Contractor shall provide and maintain project schedules to the Owner, Registered Design Professionals and testing and inspecting agencies. Project schedules shall indicate milestones and durations of time for materials requiring structural tests and special inspections, including retesting or reinspections required.

D. Notify special inspectors 72 hours prior to expected time for operations requiring testing/inspection services.

E. Provide Special Inspectors direct access to the approved plans and specifications for the project, including modifications.

F. Deliver samples for testing when needed.

G. Cooperate with special inspectors, and provide access to the Work .

H. Provide incidental labor and facilities:

1. To provide access to Work to be tested/inspected.

2. To obtain and handle samples at the site or at source of Products to be tested/inspected.

3. To facilitate tests/inspections.

4. To provide storage and curing of test samples.

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I. Employ services of an independent qualified testing laboratory and pay for additional samples, tests, and inspections required by Contractor beyond specified special…