03 - Specs GLEN 20-2005.pdf

DESIGN FACILITY ADDITION TO

BUILDING 20

50th Space Wing, Schriever AFB

SPECIFICATIONS

GLEN 20-2005

FA7000-16-D-0004

Final Submittal

August 2018

Design Facility Addition to Bldg 20 TABLE OF CONTENTS GLEN 20-2005 10 August 2018

TOC - 1

TABLE OF CONTENTS

The pages in each section are numbered. The last page of each Section contains the words END OF SECTION. Notify Architect if any page is missing in a Section of the Project Manual.

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 3100 AVAILABLE PROJECT INFORMATION

DIVISION 01 - GENERAL REQUIREMENTS

01 1000 SUMMARY

01 2200 UNIT PRICES

01 2900 PAYMENT PROCEDURES

01 3100 PROJECT MANAGEMENT AND COORDINATION

01 3120 PROJECT MEETINGS

01 3200 CONSTRUCTION PROGRESS DOCUMENTATION

01 3300 SUBMITTAL PROCEDURES

01 4100 REGULATORY REQUIREMENTS

01 4210 ABBREVIATIONS AND ACRONYMS

01 4230 REFERENCE STANDARDS

01 4500 QUALITY CONTROL

01 5000 TEMPORARY FACILITIES AND CONTROLS

01 6000 PRODUCT REQUIREMENTS & SUBSTITUTION REQUESTS

01 7123 EXECUTION AND FIELD ENGINEERING

01 7329 CUTTING AND PATCHING

01 7410 FINAL CLEANING

01 7419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 7700 CLOSEOUT PROCEDURES

01 7823 OPERATION AND MAINTENANCE DATA

01 7839 PROJECT RECORD DOCUMENTS

01 7900 DEMONSTRATION AND TRAINING

DIVISION 02 - EXISTING CONDITIONS

02 4119 SELECTIVE STRUCTURE DEMOLITION

DIVISION 03 - CONCRETE

03 3000 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 2000 UNIT MASONRY

04 7210 MANUFACTURED STONE VENEER MASONRY

DIVISION 05 - METALS

05 1200 STRUCTURAL STEEL FRAMING

05 2100 STEEL JOIST FRAMING

05 3100 STEEL DECK

05 4100 COLD-FORMED METAL FRAMING

05 5000 METAL FABRICATIONS

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DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 1000 ROUGH CARPENTRY

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 1113 BITUMINOUS DAMPPROOFING

07 2100 THERMAL INSULATION

07 2500 SHEET AIR/WATER BARRIERS

07 2613 CONCRETE SLAB APPLIED VAPOR RETARDER

07 2616 BELOW SLAB-ON-GRADE VAPOR RETARDER

07 4213 METAL WALL and SOFFIT PANELS

07 5400 THERMOPLASTIC MEMBRANE ROOFING

07 6200 SHEET METAL FLASHING AND TRIM

07 8400 FIRESTOPPING

07 9005 JOINT SEALERS

07 9513 EXPANSION JOINT ASSEMBLIES

DIVISION 08 - OPENINGS

08 1113 STEEL DOORS AND FRAMES

08 1416 FLUSH WOOD DOORS

08 3100 ACCESS DOORS AND PANELS

08 3613 SECTIONAL OVERHEAD DOORS

08 4313 ALUMINUM ENTRANCES & STOREFRONTS

08 7100 DOOR HARDWARE

08 8000 GLAZING

DIVISION 09 - FINISHES

09 2116 GYPSUM BOARD ASSEMBLIES

09 3000 TILE

09 6500 RESILIENT FLOORING BASE

09 6813 CARPET TILE

09 9100 PAINTING

DIVISION 10 - SPECIALTIES

10 2601 WALL AND CORNER GUARDS

10 3100 MANUFACTURED FIREPLACES

10 4400 FIRE PROTECTION SPECIALTIES

DIVISIONS 11 - 12

Not Req’d.

DIVISION 21 - FIRE SUPPRESSION

21 1316 DRY PIPE SPRINKLER SYSTEMS

DIVISION 22 - PLUMBING

Not Req’d.

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DIVISION 23 - MECHANICAL: HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC)

23 0000 MECHANICAL GENERAL PROVISIONS

23 0100 MECHANICAL SUBMITTALS

23 0300 ELECTRICAL PROVISIONS FOR MECHANICAL EQUIPMENT

23 0500 BASIC MECHANICAL MATERIALS AND METHODS

23 0529 HANGERS AND SUPPORTS

23 1123 FUEL GAS PIPING

23 3475 CEILING FANS

23 5523 GAS FIRED RADIANT HEATERS

DIVISION 26 - ELECTRICAL

26 0010 GENERAL ELECTRICAL

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 0533 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

26 0534 WIRING DEVICES

26 0553 IDENTIFICATION FOR ELECTRICAL SYSTEMS

26 2813 FUSES

26 2816 ENCLOSED SWITCHES

26 4113 LIGHTNING PROTECTION FOR STRUCTURES

26 5113 INTERIOR LIGHTING FIXTURES

DIVISION 27 - COMMUNICATIONS

27 1000 STRUCTURED CABLE SYSTEMS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 3111 DIGITAL, ADDRESSABLE FIRE-ALARM SYSTEM

DIVISION 31 - EARTHWORK

31 1000 SITE CLEARING

31 2000 EARTH MOVING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 1313 CONCRETE PAVING

32 9200 SEEDING

DIVISION 33 - UTILITIES

33 1100 WATER DISTRIBUTION PIPING

END TABLE OF CONTENTS

TOC - 4

Design Facility Addition to Bldg 20

00 3100 - 1

AVAILABLE PROJECT

INFORMATION

10 August 2018

SECTION 00 3100

AVAILABLE PROJECT INFORMATION

PART 1 GENERAL

1.01 EXISTING CONDITIONS

A. Existing Reports, Documents, and Drawings relative to this project are available for review on the Architect's Sharefile site. Upon request, permission and information necessary to access files will be sent to bidders.

1. Send request to Liz.Apke@hbaa.com

B. Available documents include:

1. Geotechnical Engineering Report by Terracon, Proposed Design Addition to Building 20, Schriever AFB, Colorado, dated November 29, 2017. .

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

END OF SECTION

00 3100 - 2

AVAILABLE PROJECT

INFORMATION

10 August 2018

01 1000 - 1

SUMMARY

10 August 2018

SECTION 01 1000

SUMMARY

PART 1 - GENERAL

1.01 CONDITIONS AND REQUIREMENTS

A. Division 00 - General & Supplementary Conditions of the Contract, and Division 01 - General Requirements, govern work under all divisons of these specifications.

1.02 SCHEDULE OF DRAWINGS, SPECIFICATIONS AND ADDENDA

A. Drawings: See index on drawings.

B. Project Manual: Design Facility Addition to Bldg 20, dated 10 August 2018.

C. Addenda: All Addenda issued prior to bidding.

1.03 EXAMINATION OF SITE

A. Failure to Visit Site: Will not relieve Contractor from necessity of furnishing materials or performing work that may be required to complete work in accordance with drawings and specifications without additional cost to Owner.

1.04 CONTRACTS

A. Single Contract: All work under this contract will be executed under one prime contract between

Owner and General Contractor.

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

1.05 CONTRACTOR USE OF PREMISES

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

B. Construction Operations: Limited to areas where work is indicated. See Section 01 5000 regarding Temporary Facilities and Controls.

1. Take all necessary precautions to allow for continued Owner's staff traffic and public access to adjacent occupied facilities. Coordinate with Owner to maintain safe access throughout the course of the project.

2. Disruptive Operations: Noisy and disruptive operations (such use of jack hammers and other noisy equipment) shall not be allowed except at times allowed by Owner’s representative.

a. Upon notification from Owner, cease operations that are, in opinion of Owner, disruptive to on-going operations. Schedule such operations as described above.

3. Power Outages: Coordinate and schedule any required electrical or other utility outages with Owner. Outages shall be allowed only at previously agreed upon times.

C. Sequencing of Construction Plan: Before start of construction on site, submit three copies of construction plan regarding access to work; use of site; and phasing of new work for acceptance by Owner and Architect. After acceptance of plan, construction sequencing shall comply with accepted plan unless deviations are accepted in writing.

1.06 COORDINATION

A. General: Coordinate work of various sections of specifications to assure efficient and orderly sequence of installation of construction elements, with provisions for accommodating items installed later.

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SUMMARY

10 August 2018

B. Equipment: Verify that characteristics of elements of interrelated operating equipment are compatible; coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment.

1. Electrical Requirements:

a. Comply with NEC.

b. Provide UL listed and labeled products where applicable.

C. Spaces: Coordinate space requirements and installation of mechanical and electrical work that are indicated diagrammatically. Follow routing indicated for pipes, ducts, and conduits as closely as practicable; make runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs.

D. Finished Areas: In finished areas conceal pipes, ducts and wiring in the construction.

Coordinate locations of fixtures and outlets with finish elements.

1.07 GENERAL REQUIREMENTS

A. The General Contractor shall be thoroughly familiar with the Drawings and Specifications to avoid conflict or misunderstanding between trades during entire construction of the Project..

B. Rough-In: All rough-in for all items of work and materials indicated on the Drawings or in the

Specifications, except as may be specifically excluded, shall be furnished and installed, complete, by the Contractor.

C. Preservation and Restoration of Property: Contractor shall be responsible for the preservation of all public and private property on the surface or underground, along and adjacent to the work, and shall conduct their operations in a manner that will ensure against injury or damage thereto.

D. Where any direct or indirect damage is done to public or private property by or on account of any act, omission, neglect or misconduct in the execution of the work, or because of non-execution thereof, on the part of the Contractor, such property shall be restored by the Contractor, at no cost to the Owner, to a condition equal to that existing before such damage was done, by repairing, rebuilding or otherwise restoring same in a manner acceptable to the Owner.

E. All work performed under this Contract shall proceed with due care and safety for all personnel and pedestrians. The work shall be planned so that the Project can be secured against unauthorized entry at the end of each working day.

1. The Contractor shall provide and maintain all necessary fences, barricades and other reasonable safeguards required to ensure the safety of all personnel.

2. Refer also to Section 01 5000 for additional information.

F. Although every endeavor has been made, on the Drawings and in Specifications to show all new and existing conditions, it will be the Contractor's responsibility to fully and carefully evaluate drawings and jobsite conditions prior to submitting the bid proposal. It is not the intent of the Contract to pay the Contractor for work due to minor deviations from Drawings and Specifications.

01 2200 - 1

UNIT PRICES

10 August 2018

SECTION 01 2200

UNIT PRICES

PART 1 GENERAL

1.01 PROCEDURES

A. Unit prices include all necessary material, plus cost for delivery, installation, insurance, overhead, and profit.

B. Measurement and Payment: Refer to individual Specification Sections for work that requires establishment of unit prices. Methods of measurement and payment for unit prices are specified in those Sections.

C. Owner reserves the right to reject Contractor's measurement of work-in-place that involves use of established unit prices and to have this work measured, at Owner's expense, by an independent surveyor acceptable to Contractor.

D. List of Unit Prices: A list of unit prices is included in Part 3. Specification Sections referenced in the schedule contain requirements for materials described under each unit price.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.01 LIST OF UNIT PRICES

A. Unit Price No. 1 – CONCRETE SLAB APPLIED VAPOR RETARDER

1. Provide Unit Price per Square Foot for all slab preparation required and the application of

Concrete Slab Applied Vapor Barrier. Refer to Section 07 2613 for further information.

01 2200 - 2

UNIT PRICES

01 2900 - 1

PAYMENT PROCEDURES

10 August 2018

SECTION 01 2900

PAYMENT PROCEDURES

PART 1 GENERAL

1.01 SUMMARY

A. This Section specifies administrative and procedural requirements necessary to prepare and process Applications for Payment.

B. Related Sections include the following:

1. Division 1 Section "Contract Modification Procedures" for administrative procedures for handling changes to the Contract.

1.02 DEFINITIONS

A. Schedule of Values: A statement furnished by Contractor allocating portions of the Contract Sum to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment (see GC 24.1 Schedule of Values).

1.03 SCHEDULE OF VALUES

A. Coordination: Coordinate preparation of the Schedule of Values with preparation of

Contractor's Construction Schedule.

1. Correlate line items in the Schedule of Values with other required administrative forms and schedules, including the following:

a. Application for Payment forms with Continuation Sheets.

b. Submittals Schedule.

c. Contractor's Construction Schedule.

2. Submit the Schedule of Values to Architect at earliest possible date but no later than ten

(10) days before the date scheduled for submittal of initial Applications for Payment.

3. Subschedules: Where the Work is separated into phases requiring separately phased payments, provide subschedules showing values correlated with each phase of payment.

B. Format and Content: Use the Project Manual table of contents as a guide to establish line items for the Schedule of Values. Provide at least one line item for each Specification Section.

1. Identification: Include the following Project identification on the Schedule of Values:

a. Project name and location.

b. Name of Architect.

c. Contractor's name and address.

d. Date of submittal.

2. Submit draft on forms provided by the Owner (see General Conditions 24.1 Schedule of Values).

3. Arrange the Schedule of Values in tabular form with separate columns to indicate the following for each item listed:

a. Related Specification Section or Division.

b. Description of the Work.

c. Name of subcontractor.

d. Name of manufacturer or fabricator.

e. Name of supplier.

f. Change Orders (numbers) that affect value.

g. Dollar value.

h. Percentage of the Contract Sum to nearest one-hundredth percent, adjusted to total

100 percent.

4. Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of Applications for Payment and progress reports. Coordinate with the Project Manual table of contents. Provide several line items for principal subcontract amounts, where appropriate.

5. Round amounts to nearest whole dollar; total shall equal the Contract Sum.

01 2900 - 2

PAYMENT PROCEDURES

10 August 2018

6. Provide a separate line item in the Schedule of Values for each part of the Work where Applications for Payment may include materials or equipment purchased or fabricated and stored, but not yet installed.

a. Differentiate between items stored on-site and items stored off-site. If specified, include evidence of insurance or bonded warehousing.

7. Provide separate line items in the Schedule of Values for initial cost of materials, for each subsequent stage of completion, and for total installed value of that part of the Work.

8. Allowances: Provide a separate line item in the Schedule of Values for each allowance.

Show line-item value of unit-cost allowances, as a product of the unit cost, multiplied by measured quantity. Use information indicated in the Contract Documents to determine quantities.

9. Each item in the Schedule of Values and Applications for Payment shall be complete.

Include total cost and proportionate share of general overhead and profit for each item.

a. Temporary facilities and other major cost items that are not direct cost of actual work-in-place may be shown either as separate line items in the Schedule of Values or distributed as general overhead expense, at Contractor's option.

10. Submit Schedule of Values for review by the Architect: If re-submittal is required after review, revise and resubmit schedule in same manner as required. Schedule of Values must be approved by Architect prior to certification of first Application for Payment.

11. Schedule Updating: Update and resubmit the Schedule of Values before the next Applications for Payment when Change Orders or Construction Change Directives result in a change in the Contract Sum.

1.04 APPLICATIONS FOR PAYMENT

A. Each Application for Payment shall be consistent with previous applications and payments as certified by Architect and paid for by Owner.

1. Initial Application for Payment, Application for Payment at time of Substantial Completion, and final Application for Payment involve additional requirements.

B. Payment Application Times: Progress payments shall be due by the tenth day of the month.

The Contractor shall submit to the Architect five (5) days prior to that. The period covered by each Application for Payment shall be agreed upon by Contractor and Owner.

C. Payment Application Forms: Use standard AIA forms for Applications for Payment D. Application Preparation: Complete every entry on form. Notarize and execute by a person authorized to sign legal documents on behalf of Contractor. Architect will return incomplete applications without action.

1. Entries shall match data on the Schedule of Values and Contractor's Construction

Schedule. Use updated schedules if revisions were made.

2. Include amounts of Change Orders and Construction Change Directives issued before last day of construction period covered by application.

E. Transmittal: Submit four (4) signed and notarized original copies of each Application for

Payment to Architect by a method ensuring receipt within twenty four (24) hours. One copy shall include waivers of lien and similar attachments if required.

1. Transmit each copy with a transmittal form listing attachments and recording appropriate information about application.

F. Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's liens from subcontractors, sub-subcontractors, and suppliers for construction period covered by the previous application.

1. Submit partial waivers on each item for amount requested in previous application, after deduction for retainage, on each item.

2. When an application shows completion of an item, submit final or full waivers.

3. Owner reserves the right to designate which entities involved in the Work must submit waivers.

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PAYMENT PROCEDURES

10 August 2018

4. Submit final Application for Payment with or preceded by final waivers from every entity involved with performance of the Work covered by the application who is lawfully entitled to a lien.

5. Waiver Forms: Submit waivers of lien on forms, executed in a manner acceptable to Owner.

G. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of first Application for Payment include the following:

1. List of subcontractors.

2. Schedule of Values.

3. Contractor's Construction Schedule (preliminary if not final).

4. Schedule of unit prices.

5. Submittals Schedule (preliminary if not final).

6. List of Contractor's staff assignments.

7. List of Contractor's principal consultants.

8. Copies of building permits.

9. Copies of authorizations and licenses from authorities having jurisdiction for performance of the Work.

10. Initial progress report.

11. Report of pre-construction conference.

12. Certificates of insurance and insurance policies.

13. Performance and payment bonds.

14. Data needed to acquire Owner's insurance.

15. Initial settlement survey and damage report if required.

H. Application for Payment at Substantial Completion: After issuing the Certificate of Substantial Completion, submit an Application for Payment showing 100 percent completion for portion of the Work claimed as substantially complete.

1. Include documentation supporting claim that the Work is substantially complete and a statement showing an accounting of changes to the Contract Sum.

2. This application shall reflect Certificates of Partial Substantial Completion issued previously for Owner occupancy of designated portions of the Work.

I. Final Payment Application: Submit final Application for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to the following:

1. Evidence of completion of Project closeout requirements.

2. Insurance certificates for products and completed operations where required and proof that taxes, fees, and similar obligations were paid.

3. Updated final statement, accounting for final changes to the Contract Sum.

4. AIA Document G706, "Contractor's Affidavit of Payment of Debts and Claims."

5. AIA Document G706A, "Contractor's Affidavit of Release of Liens."

6. AIA Document G707, "Consent of Surety to Final Payment."

7. Evidence that claims have been settled.

8. Final, liquidated damages settlement statement.

01 2900 - 4

PAYMENT PROCEDURES

01 3100 - 1

PROJECT MANAGEMENT &

COORDINATION

10 August 2018

SECTION 01 3100

PROJECT MANAGEMENT & COORDINATION

PART 1 GENERAL

1.01 SUMMARY

A. This Section includes administrative provisions for coordinating construction operations on Project including Administrative and supervisory personnel.

B. Each contractor shall participate in coordination requirements. Certain areas of responsibility will be assigned to a specific contractor.

C. Related Sections include the following:

1. Division 01 Section "Construction Progress Documentation" for preparing and submitting

Contractor's Construction Schedule.

2. Division 01 Section "Execution Requirements" for procedures for coordinating general installation and field-engineering services, including establishment of benchmarks and control points.

3. Division 01 Section "Closeout Procedures" for coordinating Contract closeout.

4. Division 01 Section "Commissioning".

1.02 COORDINATION

A. Coordination: Each contractor shall coordinate its construction operations with those of other contractors and entities to ensure efficient and orderly installation of each part of the Work.

Each contractor shall coordinate its operations with operations, included in different Sections that depend on each other for proper installation, connection, and operation.

1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation.

2. Coordinate installation of different components with other contractors to ensure maximum accessibility for required maintenance, service, and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.

4. Where availability of space is limited, coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair of all components, including mechanical and electrical.

B. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings. Prepare similar memoranda for Owner and separate contractors if coordination of their Work is required.

C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:

1. Preparation of Contractor's Construction Schedule.

2. Preparation of the Schedule of Values.

3. Installation and removal of temporary facilities and controls.

4. Delivery and processing of submittals.

5. Progress meetings.

6. Pre-installation conferences.

7. Project closeout activities.

8. Startup and adjustment of systems.

9. Project closeout activities.

1.03 SUBMITTALS

A. Key Personnel Names: Within ten (10) days of starting construction operations, submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site. Identify individuals and their duties and responsibilities; list addresses and

01 3100 - 2

PROJECT MANAGEMENT &

COORDINATION

10 August 2018 telephone numbers, including home and office telephone numbers. Provide names, addresses, and telephone numbers of individuals assigned as standbys in the absence of individuals assigned to Project. Post copies of list in Project meeting room, in temporary field office, and by each temporary telephone. Keep list current at all times.

1.04 ADMINISTRATIVE AND SUPERVISORY PERSONNEL

A. General: In addition to Project superintendent, provide other administrative and supervisory personnel as required for proper performance of the Work. Include special personnel required for coordination of operations with other contractors.

1.05 P2 PRODUCTS (NOT USED)

1.06 P3 EXECUTION (NOT USED)

01 3120 - 1

PROJECT MEETINGS

10 August 2018

SECTION 01 3120

PROJECT MEETINGS

PART 1 - GENERAL

1.01 PRECONSTRUCTION CONFERENCES

A. Site Mobilization Conference: Meeting will be scheduled at site immediately prior to Contractor move-in. Representatives of Contractor, Mechanical and Electrical Subcontractors, and design team will be present. Job site procedures to include following items will be discussed:

1. Procedures for maintaining project record documents.

2. Owner's requirements.

3. Construction facilities and controls.

4. Temporary utilities.

5. Appointment of a designated Safety Officer employed by the General Contractor, and routine procedure for regular safety inspections of the worksite by the Safety Officer.

6. Security and housekeeping procedures.

7. Materials testing.

8. Services of the Geotechnical Engineer.

9. Requirements of start-up trades.

10. Building layout.

11. Communications with Architect's consultants.

12. Access to and use of site in relation to continued use of existing facilities.

1.02 PROGRESS MEETINGS

A. Meetings: Contractor will schedule regular periodic meetings at agreed upon site.

Representatives of Owner and Architect will be invited to attend. Also invited as appropriate to items under discussion, will be selected subcontractors and suppliers and Architect's consultants. Following items will be discussed, but not limited to:

1. Safety Officer’s report of safety deficiencies encountered and corrective measures taken.

2. Review of work progress since previous meetings.

3. Field observations, problems, and conflicts.

4. Problems that impede construction schedule.

5. Review of off-site fabrication, delivery schedules.

6. Corrective measures and procedures to regain projected schedule.

7. Revisions to construction schedule.

8. Plan progress, schedule during succeeding work period.

9. Coordination of schedules.

10. Maintenance of quality standards.

11. Review submittal schedules; expedite as required.

12. Review proposed changes for effect on other trades, construction schedule and completion date.

13. Coordination of separate contracts.

14. Other business as required.

B. Agenda and Minutes: Contractor shall establish agenda, subject to Owner and Architect review, and keep and distribute minutes of progress meetings and lists of those present and others as directed.

C. Persons Representing Contractor at Meetings: Have authority to commit Contractor to solutions agreed upon in meetings. To maximum extent possible, assign same person or persons to represent Contractor at meetings throughout progress of work.

D. Coordination Meetings: Progress meetings shall in no way be considered substitute for Contractor/subcontractor coordination meetings.

01 3120 - 2

PROJECT MEETINGS

01 3200 - 1

CONSTR'N. PROG. DOCUM'N.

10 August 2018

SECTION 01 3200

CONSTR'N. PROG. DOCUM'N.

PART 1 GENERAL

1.01 SUMMARY

A. This Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following:

1. Preliminary Construction Schedule.

2. Contractor's Construction Schedule.

3. Submittals Schedule.

4. Daily construction reports.(retained by Contractor for review by Owner, Architect, or

Architect’s Consultants).

5. Material location reports.

6. Field condition reports.

7. Special reports, as required by governmental agencies.

B. Related Sections include the following:

1. Division 01 Section "Project Management and Coordination" for submitting and distributing meeting and conference minutes.

2. Division 01 Section "Submittal Procedures" for submitting schedules and reports.

3. Division 01 Section "Quality Requirements" for submitting a schedule of tests and inspections.

1.02 DEFINITIONS

A. Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring, and controlling the construction project. Activities included in a construction schedule consume time and resources.

1. Critical activities are activities on the critical path. They must start and finish on the planned early start and finish times.

2. Predecessor Activity: An activity that precedes another activity in the network.

3. Successor Activity: An activity that follows another activity in the network.

B. CPM: Critical path method, which is a method of planning and scheduling a construction project where activities are arranged based on activity relationships. Network calculations determine when activities can be performed and the critical path of Project.

C. Critical Path: The longest connected chain of interdependent activities through the network schedule that establishes the minimum overall Project duration and contains no float.

D. Event: The starting or ending point of an activity.

E. Float: The measure of leeway in starting and completing an activity.

1. Float time is not for the exclusive use or benefit of either Owner or Contractor, but is a jointly owned, expiring Project resource available to both parties as needed to meet schedule milestones and Contract completion date.

2. Free float is the amount of time an activity can be delayed without adversely affecting the early start of the successor activity.

3. Total float is the measure of leeway in starting or completing an activity without adversely affecting the planned Project completion date.

F. Fragnets: A partial or fragmentary network that breaks down activities into smaller activities for greater detail.

G. Major Area: A story of construction, a separate building, or a similar significant construction element.

H. Milestone: A key or critical point in time for reference or measurement.

I. Network Diagram: A graphic diagram of a network schedule, showing activities and activity relationships.

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CONSTR'N. PROG. DOCUM'N.

10 August 2018

J. Resource Loading: The allocation of manpower and equipment necessary for the completion of an activity as scheduled.

1.03 SUBMITTALS

A. Submittals Schedule: Submit three (3) copies of schedule and one (1) electronic PDF format schedule.

1. Submittal Schedule shall contain the following information in a tabular format:

a. Specification Section number and title.

b. Submittal category (action or informational).

c. Scheduled date for receipt of submittal.

d. Actual date of receipt of submittal.

e. Scheduled date for final release or approval of the submittal.

f. Actual date for final release or approval of the submittal.

g. Name of subcontractor.

h. Description of the Work covered.

2. In conjunction with the Submittal Schedule, the Contractor shall submit to the Architect the Color, Texture, and Finish Selection Schedule with the first Application for Payment. The Schedule shall list each material that requires a color, texture, or finish selection by the Architect.

B. Preliminary Construction Schedule: Submit four (4) opaque copies and one electronic PDF format schedule.

C. Contractor's Construction Schedule: Submit four (4) opaque copies of initial schedule, large enough to show entire schedule for entire construction period and one electronic PDF schedule.

D. Special Reports: Submit four (4) copies and one (1) electronic PDF format at time of unusual event.

1.04 QUALITY ASSURANCE

A. Pre-scheduling Conference: Conduct conference at Project site to comply with requirements in

Division 01 Section "Project Management and Coordination." Review methods and procedures related to the Preliminary Construction Schedule and Contractor's Construction Schedule, including, but not limited to, the following:

1. Review software limitations and content and format for reports.

2. Verify availability of qualified personnel needed to develop and update schedule.

3. Discuss constraints, including phasing, work stages, area separations, interim milestones and partial Owner occupancy.

4. Review delivery dates for Owner-furnished products.

5. Review schedule for work of Owner's separate contracts.

6. Review time required for review of submittals and re-submittals.

7. Review requirements for tests and inspections by independent testing and inspecting agencies.

8. Review time required for completion and startup procedures.

9. Review and finalize list of construction activities to be included in schedule.

10. Review submittal requirements and procedures.

11. Review procedures for updating schedule.

1.05 COORDINATION

A. Coordinate preparation and processing of schedules and reports with performance of construction activities and with scheduling and reporting of separate contractors.

B. Coordinate Contractor's Construction Schedule with the Schedule of Values, list of subcontracts, Submittals Schedule, progress reports, payment requests, and other required schedules and reports.

1. Secure time commitments for performing critical elements of the Work from parties involved.

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2. Coordinate each construction activity in the network with other activities and schedule them in proper sequence.

PART 2 PRODUCTS

2.01 SUBMITTALS SCHEDULE

A. Preparation: Submit a schedule of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, resubmittal, ordering, manufacturing, fabrication, and delivery when establishing dates.

1. Coordinate Submittals Schedule with list of subcontracts, the Schedule of Values, and

Contractor's Construction Schedule.

2. Initial Submittal: Submit concurrently with preliminary bar-chart schedule. Include submittals required during the first 60 days of construction. List those required to maintain orderly progress of the Work and those required early because of long lead time for manufacture or fabrication.

3. Upon Owner’s, Architect, and Architect’s consultants review, revisions shall be made to the original submittal schedule based on agreed upon additional time required to review specific submittals or comments regarding the Contractor’s Construction Schedule.

4. Revise the submittal Schedule based on significant changes to the Contractor's Construction Schedule.

5. Final Submittal: Submit concurrently with the first complete submittal of Contractor's Construction Schedule.

2.02 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL

A. Procedures: Comply with procedures contained in AGC's "Construction Planning &

Scheduling."

B. Time Frame: Extend schedule from date established for commencement of the Work to date of

Final Completion.

1. Contract completion date shall not be changed by submission of a schedule that shows an early completion date, unless specifically authorized by Change Order.

C. Activities: Treat each story or separate area as a separate numbered activity for each principal element of the Work. Comply with the following:

1. Activity Duration: Define activities so no activity is longer than forty (40) days, unless specifically allowed by Owner, Architect, or Architect’s Consultants.

2. Procurement Activities: Include procurement process activities for the following long lead items and major items, requiring a cycle of more than 60 days, as separate activities in schedule. Procurement cycle activities include, but are not limited to, submittals, approvals, purchasing, fabrication, and delivery.

3. Submittal Review Time: Include review and re-submittal times indicated in Division 1 Section "Submittal Procedures" in schedule. Coordinate submittal review times in Contractor's Construction Schedule with Submittals Schedule.

4. Startup and Testing Time: Include not less than twenty (20) days for startup and testing.

5. Substantial Completion: Indicate completion in advance of date established for Substantial

Completion, and allow time for Architect's administrative procedures necessary for certification of Substantial Completion.

D. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected.

1. Phasing: Arrange list of activities on schedule by phase.

2. Work under More Than One Contract: Include a separate activity for each contract.

3. Stipulate the earliest possible delivery date.

4. Work Restrictions: Show the effect of the following items on the schedule:

a. Coordination with existing construction.

b. Limitations of continued occupancies.

c. Uninterruptible services.

d. Partial occupancy before Substantial Completion.

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e. Use of premises restrictions.

f. Provisions for future construction.

g. Seasonal variations.

h. Environmental control.

5. Work Stages: Indicate important stages of construction for each major portion of the Work, including, but not limited to, the following:

a. Subcontract awards.

b. Submittals.

c. Purchases.

d. Mockups.

e. Fabrication.

f. Sample testing.

g. Deliveries.

h. Installation.

i. Tests and inspections.

j. Adjusting.

k. Curing.

l. Startup and placement into final use and operation.

6. Area Separations: Identify each major area of construction for each major portion of the Work. Indicate where each construction activity within a major area must be sequenced or integrated with other construction activities to provide for the following:

a. Structural completion.

b. Permanent space enclosure.

c. Completion of mechanical installation.

d. Completion of electrical installation.

e. Substantial Completion.

E. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed, Substantial Completion, and Final Completion.

F. Cost Correlation: At the head of schedule, provide a cost correlation line, indicating planned and actual costs. On the line, show dollar volume of the Work performed as of dates used for preparation of payment requests.

1. Refer to Division 01 Section "Payment Procedures" for cost reporting and payment procedures.

2. Contractor shall assign cost to construction activities on the CPM schedule. Costs shall not be assigned to submittal activities unless specified otherwise but may, with Architect's approval, be assigned to fabrication and delivery activities. Costs shall be under required principal subcontracts for testing and commissioning activities, operation and maintenance manuals, punch list activities, Project Record Documents, and demonstration and training (if applicable), in the amount of 5 percent of the Contract Sum.

3. Each activity cost shall reflect an accurate value subject to approval by Architect.

4. Total cost assigned to activities shall equal the total Contract Sum.

G. Contract Modifications: For each proposed contract modification and concurrent with its submission, prepare a time-impact analysis using fragnets to demonstrate the effect of the proposed change on the overall project schedule.

2.03 PRELIMINARY CONSTRUCTION SCHEDULE

A. Bar-Chart Schedule: Submit preliminary horizontal bar-chart-type construction schedule within seven (7) days of date established for commencement of the Work.

B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line. Outline significant construction activities for first sixty

(60) days of construction. Include skeleton diagram for the remainder of the Work and a cash requirement prediction based on indicated activities.

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2.04 CONTRACTOR'S CONSTRUCTION SCHEDULE (CPM SCHEDULE)

A. General: Prepare network diagrams using AON (activity-on-node) format.

B. CPM Schedule: Prepare Contractor's Construction Schedule using a computerized time-scaled

CPM network analysis diagram for the Work.

1. Develop network diagram in sufficient time to submit CPM schedule so it can be accepted for use no later than twenty (20) days after date established for commencement of the Work.

a. Failure to include any work item required for performance of this Contract shall not excuse Contractor from completing all work within applicable completion dates, regardless of Architect's approval of the schedule.

2. Establish procedures for monitoring and updating CPM schedule and for reporting progress. Coordinate procedures with progress meeting and payment request dates.

3. Use "one workday" as the unit of time. Include list of nonworking days and holidays incorporated into the schedule.

C. CPM Schedule Preparation: Prepare a list of all activities required to complete the Work. Using the preliminary network diagram, prepare a skeleton network to identify probable critical paths.

1. Activities: Indicate the estimated time duration, sequence requirements, and relationship of each activity in relation to other activities. Include estimated time frames for the following activities:

a. Preparation and processing of submittals.

b. Mobilization and demobilization.

c. Purchase of materials.

d. Delivery.

e. Fabrication.

f. Utility interruptions.

g. Installation.

h. Work by Owner that may affect or be affected by Contractor's activities.

i. Testing

2. Critical Path Activities: Identify critical path activities, including those for interim completion dates. Scheduled start and completion dates shall be consistent with Contract milestone dates.

3. Processing: Process data to produce output data on a computer-drawn, time-scaled network. Revise data, reorganize activity sequences, and reproduce as often as necessary to produce the CPM schedule within the limitations of the Contract Time.

D. Initial Issue of Schedule: Prepare initial network diagram from a list of straight "early start-total float" sort. Identify critical activities. Prepare tabulated reports showing the following:

1. Contractor or subcontractor and the Work or activity.

2. Description of activity.

3. Principal events of activity.

4. Immediate preceding and succeeding activities.

5. Early and late start dates.

6. Early and late finish dates.

7. Activity duration in workdays.

8. Total float or slack time.

9. Average size of workforce.

10. Dollar value of activity (coordinated with the Schedule of Values).

E. Schedule Updating: Concurrent with making revisions to schedule, prepare tabulated reports showing the following:

1. Identification of activities that have changed.

2. Changes in early and late start dates.

3. Changes in early and late finish dates.

4. Changes in activity durations in workdays.

5. Changes in the critical path.

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6. Changes in total float or slack time.

7. Changes in the Contract Time.

2.05 REPORTS

A. Daily Construction Reports: Prepare a daily construction report recording the following information concerning events at Project site:

1. List of subcontractors at Project site.

2. List of separate contractors at Project site.

3. Approximate count of personnel at Project site.

4. Equipment at Project site.

5. Material deliveries.

6. High and low temperatures and general weather conditions.

7. Accidents.

8. Meetings and significant decisions.

9. Unusual events (refer to special reports).

10. Stoppages, delays, shortages, and losses.

11. Meter readings and similar recordings.

12. Emergency procedures.

13. Orders and requests of authorities having jurisdiction.

14. Change Orders received and implemented.

15. Change Directives received and implemented.

16. Services connected and disconnected.

17. Equipment or system tests and startups.

18. Partial Completions and occupancies.

19. Substantial Completions authorized.

B. Material Location Reports: At weekly meeting, prepare and submit a comprehensive list of materials delivered to and stored at Project site. List shall be cumulative, showing materials previously reported plus items recently delivered. Include with list a statement of progress on and delivery dates for materials or items of equipment fabricated or stored away from Project site.

C. Field Condition Reports: Immediately on discovery of a difference between field conditions and the Contract Documents, prepare and submit a detailed report. Submit with a request for interpretation. Include a detailed description of the differing conditions, together with recommendations for changing the Contract Documents.

2.06 SPECIAL REPORTS

A. General: Submit special reports directly to Owner within one (1) day of an occurrence.

Distribute copies of report to parties affected by the occurrence.

B. Reporting Unusual Events: When an event of an unusual and significant nature occurs at

Project site, whether or not related directly to the Work, prepare and submit a special report.

List chain of events, persons participating, and response by Contractor's personnel, evaluation of results or effects, and similar pertinent information. Advise Owner in advance when these events are known or predictable.

PART 3 EXECUTION

3.01 CONTRACTOR'S CONSTRUCTION SCHEDULE

A. Contractor's Construction Schedule Updating: At monthly intervals, update schedule to reflect actual construction progress and activities. Issue schedule one week before submitting monthly Pay Application.

1. Revise schedule immediately each month where revisions have been recognized or made.

2. Include a report with updated schedule that indicates every change, including, but not limited to, changes in logic, durations, actual starts and finishes, and activity durations.

3. As the Work progresses, indicate Actual Completion percentage for each activity.

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B. Distribution: Distribute copies of approved schedule to Architect, Owner, separate contractors, testing and inspecting agencies, and other parties identified by Contractor with a need-to-know schedule responsibility.

1. Post copies in Project meeting rooms and temporary field offices.

2. When revisions are made, distribute updated schedules to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in performance of construction activities.

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SECTION 01 3300

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.01 SUMMARY

A. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals.

B. Related Sections include the following:

1. Division 1 Section "Payment Procedures" for submitting Applications for Payment and the

Schedule of Values.

2. Division 1 Section "Project Management and Coordination" for submitting and distributing meeting and conference minutes and for submitting Coordination Drawings.

3. Division 1 Section "Construction Progress Documentation" for submitting schedules and reports, including Contractor's Construction Schedule and the Submittals Schedule.

4. Division 1 Section "Quality Requirements" for submitting test and inspection reports

5. Division 1 Section "Closeout Procedures" for submitting warranties.

6. Division 1 Section "Project Record Documents" for submitting Record Drawings, Record

Specifications, and Record Product Data.

7. Division 1 Section "Operation and Maintenance Data" for submitting operation and maintenance manuals.

8. Divisions 2 through 33 Sections for specific requirements for submittals in those Sections.

1.02 DEFINITIONS

A. Action Submittals: Written and graphic information that requires Owner’s Consultants, responsive action.

B. Informational Submittals: Written information that does not require Owner’s Consultants, responsive action. Submittals may be rejected for not complying with requirements.

1.03 SUBMITTAL PROCEDURES

A. General: Electronic copies of CAD Drawings of the Contract Drawings may be provided by the Owner’s consultant for Contractor's use in preparing submittals if requested by Contractor. The Contractor shall complete the Consultants CAD/Electronic File Release and pay a designated processing fee per request. Owner’s consultants reserve all rights to deny requests and provide only information deemed appropriate by author of such material.

B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.

1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.

2. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination.

a. Owner’s consultants and the Architect reserve the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

C. Submittals Schedule: Comply with requirements in Division 1 Section "Construction Progress Documentation" for list of submittals and time requirements for scheduled performance of related construction activities.

1. In addition, submit to the Architect Color, Texture, and Finish Selection Schedule: The

Schedule shall list each material that requires a color, texture, or finish selection by the Architect.

D. Processing Time: Allow enough time for submittal review, including time for re-submittals, as follows. Time for review shall commence on Architect's or Owner’s Consultant receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including re-submittals.

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1. Initial Review: Allow fifteen (15) business days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Architect or Owner’s Consultant will advise Contractor at weekly meetings when a submittal being processed must be delayed for coordination.

2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal.

3. Re-submittal Review: Allow ten (10) days for review of each re-submittal.

4. Sequential Review:…