Specifications Hangar 107 Project Manual vol1.pdf

RENOVATE HANGER 107 FOR SAT & GYM

McLaughlin ANG Base

Charleston, West Virginia

FINAL DESIGN SUBMISSION

Project No. LYBH112130

Project Manual Volume 1

September 20, 2022

Renovate 107 for SAT & GYM Project No. LYBH112130

Section TOC Table of Contents

Page No. 1 of 4 September 20, 2022

FINAL DESIGN SUBMISSION

TABLE OF CONTENTS

Volume 1

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

Not Applicable

DIVISION 01 - GENERAL REQUIREMENTS

Section 011000 - Summary Section 012500 - Substitution Procedures Section 012600 - Contract Modification Procedures Section 012900 - Payment Procedures Section 013100 - Project Management and Coordination Section 013200 - Construction Progress Documentation Section 013300 - Submittal Procedures Section 014000 - Quality Requirements Section 014200 - References Section 015000 - Temporary Facilities and Controls Section 016000 - Product Requirements Section 017300 - Execution Section 017419 - Construction Waste Management and Disposal Section 017700 - Closeout Procedures Section 017823 - Operation and Maintenance Data Section 017839 - Project Record Documents Section 017900 - Demonstration and Training Section 019113 - General Commissioning Requirements

DIVISION 02 - EXISTING CONDITIONS

Section 024119 - Selective Demolition

Attachment

DIVISION 03 - CONCRETE

Section 033000 - Cast-In-Place Concrete Section 034100 - Precast Structural Concrete Section 035416 - Hydraulic Cement Underlayment

DIVISION 04 - MASONRY

Section 042200 - Concrete Unit Masonry

DIVISION 05 - METALS

Section 051200 - Structural Steel Framing Section 052100 - Steel Joist Framing Section 053100 - Steel Decking Section 054000 - Cold-formed Metal Framing Section 055000 - Metal Fabrications Section 055213 - Pipe and Tube Railings

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

Section 061000 - Rough Carpentry

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

Section 072100 - Thermal Insulation Section 075200 - Modified Bituminous Membrane Roofing

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Section 076200 - Sheet Metal Flashing and Trim Section 078413 - Penetration Firestopping Section 079100 - Joint Sealers

DIVISION 08 - OPENINGS

Section 081113 - Hollow Metal Doors and Frames Section 081416 - Flush Wood Doors Section 083113 - Access Doors and Frames Section 084313 - Aluminum-Framed Storefronts Section 087111 - Door Hardware

Attachment - Door Hardware Schedule Section 088000 - Glazing

DIVISION 09 - FINISHES

Section 092216 - Non-Structural Metal Framing Section 092900 - Gypsum Board Section 093013 - Ceramic Tiling Section 095113 - Acoustical Panel Ceilings Section 096513 - Resilient Base and Accessories Section 096566 - Resilient Athletic Flooring Section 096723 - Resinous Flooring Section 096816 - Sheet Carpeting Section 099113 - Exterior Painting Section 099123 - Interior Painting

DIVISION 10 - SPECIALTIES

Section 101423.13 - Room Identification Signage Section 104416 - Fire Extinguishers

DIVISION 11 - EQUIPMENT

Not Applicable

DIVISION 12 - FURNISHINGS

Section 123216 - Manufactured Plastic-Laminate-Faced Casework Section 123623.13 - Plastic-Laminate Clad Countertops Section 123661.20 - Solid Surfacing Window Stools

DIVISION 13 - SPECIAL CONSTRUCTION

Not Applicable

DIVISION 14 - CONVEYING EQUIPMENT

Not Applicable

Volume 2

DIVISION 21 - FIRE SUPPRESSION

Section 210517 - Sleeves and Sleeve Seals for Fire-Suppression Piping Section 210518 - Escutcheons for Fire-Suppression Piping Section 210548 - Vibration and Seismic Controls for Fire-Suppression Piping and Equipment Section 210553 - Identification for Fire-Suppression Piping and Equipment Section 211313 - Wet-Pipe Sprinkler Systems

DIVISION 22 - PLUMBING

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Section 220501 - Common Work Results for Plumbing Section 220519 - Meters and Gauges for Plumbing Piping Section 220523 - General-Duty Valves for Plumbing Piping Section 220529 - Hangers and Supports for Plumbing Piping and Equipment Section 220548 - Vibration Controls for Plumbing Piping and Equipment Section 220553 - Identification for Plumbing Piping and Equipment Section 220561 - Preparation of Plumbing Systems Section 220593 - Plumbing Systems Testing, Adjusting, and Balancing Section 220700 - Plumbing Insulation Section 221116 - Domestic Water Piping Section 221316 - Building Sanitary, and Storm Drainage Section 222000 - Facility Natural Gas System Section 223300 - Domestic Water Heaters Section 224000 - Plumbing Fixtures

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

Section 230500 - General Mechanical Requirements Section 230513 - Common Motor Requirements for HVAC Equipment Section 230529 - Hangers, Sleeves, and Supports Section 230548 - Vibration Control for HVAC Piping and Equipment Section 230553 - Identification for HVAC Piping and Equipment Section 230593 - Mechanical Systems Testing, Adjusting, and Balancing Section 230700 - HVAC Insulation Section 230800 - Mechanical Systems Commissioning Requirements Section 230800.10 - Appendix A: Pre-Functional Checklist (Example Only) Section 230800.20 - Appendix B: Functional Performance Test (Example Only) Section 230900 - HVAC Instrumentation and Control Section 233000 - Ductwork and Accessories Section 233600 - Air Terminal Units Section 233713 - Diffusers, Registers, and Grilles Section 237400 - Package Rooftop Unit (RTU)

DIVISION 25 - INTEGRATED AUTOMATION

Not Applicable

DIVISION 26 - ELECTRICAL

Section 260505 - Basic Electrical Requirements Section 260519 - Wires, Cables, and Connectors Section 260526 - Grounding Section 260529 - Supporting Devices Section 260533 - Raceway Section 260553 - Electrical Identification Section 260923 - Lighting Control Devices Section 262716 - Cabinets, Boxes, and Fittings Section 262726 - Wiring Devices Section 262800 - Circuit and Motor Disconnects Section 262813 - Overcurrent Protective Devices Section 262913 - Motor Controllers Section 265000 - Lighting Fixtures

DIVISION 27 - COMMUNICATIONS

Section 270526 - Grounding and Bonding for Communications Systems Section 270528 - Pathways for Communications Systems Section 270536 - Cable Trays for Communications Systems Section 270544 - Sleeves and Sleeve Seals for Communications Pathways and Cabling

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DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

Section 283100 - Fire Alarm System

DIVISIONS 31 - 49

Not Applicable

Renovate 107 For SAT & GYM Project No. LYBH112130

Section 011000

SUMMARY

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FINAL DESIGN SUBMISSION

SECTION 011000

SUMMARY

PART 1 - GENERAL

1.01 RELATED DOCUMENTS

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

1.02 SUMMARY

A. Section Includes:

1. Project information.

2. Work covered by Contract Documents.

3. Work by Government.

4. Access to site.

5. Work restrictions.

6. Specification and drawing conventions.

7. Hazardous Materials

1.03 PROJECT INFORMATION

A. Project Identification: Hanger 107 Renovation, McLaughlin ANG Base. ANG Project No.

LYBH112130.

1. Project Location: 1679 Coonskin Drive, Charleston, West Virginia 25311.

B. Government: West Virginia Air National Guard, 1679 Coonskin Drive, Charleston, West Virginia 25311.

C. Architect/Engineer: AECOM, 277 West Nationwide Boulevard, Columbus, Ohio 43215.

1.04 WORK COVERED BY CONTRACT DOCUMENTS

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

1. Presently Hangar 107 houses the Aeromedical Squadron, a physical fitness facility. After the renovation it will house the Aeromedical squadron, the physical fitness facility and a small air terminal. The Hangar is a primary gathering building. Inhabited building routinely occupied by 50 or more DoD personnel.

2. The project is an interior renovation of an existing hangar. There is limited opportunity to modify Hangar 107 and the surrounding buildings and associated roads and parking. Because of the site limitations only the minimum stand-off distances can only be achieved. In 2013 Hangar 107 was renovated and modified for the Aeromedical Squadron; project LYBH119145 Convert/Repair Hangar 107 for Aeromedical Squadron. Part of that project included building upgrades to meet UCF 4-010-01 DoD Minimum Antiterrorism Standards for Buildings. These upgrades included:

the addition of reinforced concrete masonry unit walls along the perimeter, blast resistant doors, blast resistant windows and glazing units.

3. The hangar and surrounding area meets the Unobstructed Space requirements.

4. Hangar 107 does not have nor are there plans for a Drive-Up/Drop-Off Area.

5. Hangar 107 is a single story structure

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Section 011000

SUMMARY

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B. General Scope of Work:

1. The Scope of this Project shall include, but not be limited to:

a. Removing/replacing walls;

b. Partial removal of the existing Drying Tower;

c. Modification to the existing roof access ladder attached to the existing Drying Tower;

d. Relocating existing mezzanines and associated ladders/ship ladders and electrical systems;

e. Relocation of an in-floor scale;

f. Development of an enclosed office area within the Hanger space enclosed with CMU walls and an insulated metal roof;

g. Modifications to existing electrical wiring, HVAC, sprinkler system, plumbing system and alarms systems.

C. Type of Contract:

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

E. Sustainability (LEED) Requirements

1. The modification and renovations to Hanger 107 as outlined in these Contract Documents will not obtain United States Green Building Council (USGBC) LEED recognition however, new HVAC systems will be designed per ANGETL 15-01-01 - Sustainable Design, Development and Resource Conservation.

1.05 WORK BY GOVERNMENT

A. General: Cooperate fully with Government so work may be carried out smoothly, without interfering with or delaying work under this Contract or work by Government. Coordinate the Work of this Contract with work performed by Government.

B. Preceding Work: Government will perform the following construction operations at Project site.

Those operations are scheduled to be substantially complete before work under this Contract begins.

1. The Government will remove all movable furnishings, furniture and shop equipment from the building.

1.06 ACCESS TO SITE

A. Contractor shall have limited use of Project site for construction operations as indicated on Drawings by the Contract limits and as indicated by requirements of this Section.

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

1. Limits: Confine construction operations to area indicated on the drawings.

2. Driveways, Walkways and Entrances: Keep driveways and entrances serving premises clear and available to Government, Government's employees, and emergency vehicles at all times.

Do not use these areas for parking or storage of materials.

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

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

1.07 WORK RESTRICTIONS

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

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Section 011000

SUMMARY

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

B. On-Site Work Hours: Limit work in the existing building to normal business working hours of 0630 (6:30 a.m.) to 1700 (5:00 p.m.), Monday through Friday, unless otherwise indicated.

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

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

2. Obtain Government's written permission before proceeding with utility interruptions.

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

1. Notify Government not less than two days in advance of proposed disruptive operations.

2. Obtain Government's written permission before proceeding with disruptive operations.

E. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet of entrances, operable windows, or outdoor-air intakes.

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

G. Employee Identification: Government will provide identification tags for Contractor personnel working on Project site. Require personnel to use identification tags at all times.

H. Employee Screening: Comply with Government's requirements for drug and background screening of Contractor personnel working on Project site.

1. Maintain list of approved screened personnel with Government's representative.

1.08 SPECIFICATION AND DRAWING CONVENTIONS

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

1. Imperative mood and streamlined language are generally used in the Specifications. The words

"shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:)

is used within a sentence or phrase.

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

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

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

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

2. Abbreviations: Materials and products are identified by abbreviations published as part of the

U.S. National CAD Standard and scheduled on Drawings.

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Section 011000

SUMMARY

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1.09 HAZARDOUS MATERIALS

A. Hazardous materials in the form of lead based paint are present in portions of the existing building to be selectively demolished. A report on the presence of hazardous materials is on file for review and use.

Examine report to become aware of locations where hazardous materials are present. Refer to Section 024119 - Selective Demolition for additional requirements.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION

Project No. LYBH112130

Section 012500

SUBSTITUTION PROCEDURES

Page No. 1 of 3

SECTION 012500

SUBSTITUTION PROCEDURES

PART 1 - GENERAL

1.01 RELATED DOCUMENTS

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

1.02 SUMMARY

A. Section includes administrative and procedural requirements for substitutions.

1.03 DEFINITIONS

A. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor.

1. Substitutions for Cause: Changes proposed by Contractor that are required due to changed

Project conditions, such as unavailability of product, regulatory changes, or unavailability of required warranty terms.

2. Substitutions for Convenience: Changes proposed by Contractor or Government that are not required in order to meet other Project requirements but may offer advantage to Contractor or Government.

1.04 ACTION SUBMITTALS

A. Substitution Requests: Submit three copies of each request for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles.

1. Substitution Request Form: Use CSI Form 13.1A.

2. Documentation: Show compliance with requirements for substitutions and the following, as applicable:

a. Statement indicating why specified product or fabrication or installation cannot be provided, if applicable.

b. Coordination information, including a list of changes or revisions needed to other parts of the Work and to construction performed by Government and separate contractors, that will be necessary to accommodate proposed substitution.

c. Detailed comparison of significant qualities of proposed substitution with those of the Work specified. Include annotated copy of applicable Specification Section. Significant qualities may include attributes such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the Work specified.

d. Product Data, including drawings and descriptions of products and fabrication and installation procedures.

e. Samples, where applicable or requested.

f. Certificates and qualification data, where applicable or requested.

g. List of similar installations for completed projects with project names and addresses and names and addresses of Architects and Governments.

h. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated.

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SUBSTITUTION PROCEDURES

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i. Research reports evidencing compliance with building code in effect for Project, from

ICC-ES.

j. Detailed comparison of Contractor's construction schedule using proposed substitution with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating date of receipt of purchase order, lack of availability, or delays in delivery.

k. Cost information, including a proposal of change, if any, in the Contract Sum.

l. Contractor's certification that proposed substitution complies with requirements in the

Contract Documents except as indicated in substitution request, is compatible with related materials, and is appropriate for applications indicated.

m. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results.

3. Government's Action: If necessary, Government will request additional information or documentation for evaluation within seven days of receipt of a request for substitution.

Government will notify Contractor of acceptance or rejection of proposed substitution within 15 days of receipt of request, or seven days of receipt of additional information or documentation, whichever is later.

a. Forms of Acceptance: Change Order, Construction Change Directive, or Architect's

Supplemental Instructions for minor changes in the Work.

b. Use product specified if Government does not issue a decision on use of a proposed substitution within time allocated.

1.05 QUALITY ASSURANCE

A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage a qualified testing agency to perform compatibility tests recommended by manufacturers.

1.06 PROCEDURES

A. Coordination: Revise or adjust affected work as necessary to integrate work of the approved substitutions.

PART 2 - PRODUCTS

2.01 SUBSTITUTIONS

A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than 15 days prior to time required for preparation and review of related submittals.

1. Conditions: Government will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Government will return requests without action, except to record noncompliance with these requirements:

a. Requested substitution is consistent with the Contract Documents and will produce indicated results.

b. Substitution request is fully documented and properly submitted.

c. Requested substitution will not adversely affect Contractor's construction schedule.

d. Requested substitution has received necessary approvals of authorities having jurisdiction.

e. Requested substitution is compatible with other portions of the Work.

f. Requested substitution has been coordinated with other portions of the Work.

g. Requested substitution provides specified warranty.

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SUBSTITUTION PROCEDURES

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h. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.

B. Substitutions for Convenience: Not allowed.

Project No. LYBH112130

Section 012600

CONTRACT MODIFICATION

PROCEDURES

Page No. 1 of 2

SECTION 012600

CONTRACT MODIFICATION PROCEDURES

PART 1 - GENERAL

1.01 RELATED DOCUMENTS

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

1.02 SUMMARY

A. Section includes administrative and procedural requirements for handling and processing Contract modifications.

1.03 MINOR CHANGES IN THE WORK

A. Government will issue supplemental instructions authorizing minor changes in the Work, not involving adjustment to the Contract Sum or the Contract Time, on AIA Document G710, "Architect's Supplemental Instructions."

1.04 PROPOSAL REQUESTS

A. Government-Initiated Proposal Requests: Government will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications.

1. Work Change Proposal Requests issued by Government are not instructions either to stop work in progress or to execute the proposed change.

2. Within 20 days, when not otherwise specified, after receipt of Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change.

a. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.

b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

c. Include costs of labor and supervision directly attributable to the change.

d. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.

e. Quotation Form: Use CSI Form 13.6D, "Proposal Worksheet Summary," and Form 13.6C, "Proposal Worksheet Detail."

B. Contractor-Initiated Proposals: If latent or changed conditions require modifications to the Contract, Contractor may initiate a claim by submitting a request for a change to Government.

1. Include a statement outlining reasons for the change and the effect of the change on the Work.

Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and the Contract Time.

2. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.

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CONTRACT MODIFICATION

PROCEDURES

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3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

4. Include costs of labor and supervision directly attributable to the change.

5. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.

6. Comply with requirements in Section 012500 "Substitution Procedures" if the proposed change requires substitution of one product or system for product or system specified.

7. Proposal Request Form: Use CSI Form 13.6A, "Change Order Request (Proposal)," with attachments CSI Form 13.6D, "Proposal Worksheet Summary," and Form 13.6C, "Proposal Worksheet Detail."

1.05 CHANGE ORDER PROCEDURES

A. On Government's approval of a Work Changes Proposal Request, a Change Order shall be issued for signatures of Government and Contractor using AIA Document G701.

1.06 CONSTRUCTION CHANGE DIRECTIVE

A. Construction Work Change Directive: Architect may issue a Construction Work Change Directive on AIA Document G714. Construction Work Change Directive instructs Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order.

1. Construction Work Change Directive contains a complete description of change in the Work. It also designates method to be followed to determine change in the Contract Sum or the Contract Time.

B. Documentation: Maintain detailed records on a time and material basis of work required by the Construction Work Change Directive.

1. After completion of change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract.

PART 2 - PRODUCTS (Not Used)

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Section 012900

PAYMENT PROCEDURES

Page No. 1 of 4

SECTION 012900

PAYMENT PROCEDURES

PART 1 - GENERAL

1.01 RELATED DOCUMENTS

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

1.02 SUMMARY

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

1.03 DEFINITIONS

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

1.04 SCHEDULE OF VALUES

A. Coordination: Coordinate preparation of the schedule of values with preparation of Contractor's construction schedule.

1. Coordinate line items in the schedule of values with other required administrative forms and schedules, including the following:

a. Application for Payment forms with continuation sheets.

b. Submittal schedule.

c. Items required to be indicated as separate activities in Contractor's construction schedule.

2. Submit the schedule of values to Architect at earliest possible date, but no later than seven days before the date scheduled for submittal of initial Applications for Payment.

3. Subschedules for Separate Elements of Work: Where the Contractor's construction schedule defines separate elements of the Work, provide subschedules showing values coordinated with each element.

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

1. Identification: Include the following Project identification on the schedule of values:

a. Project name and location.

b. Name of Architect.

c. Architect's project number.

d. Name of Government Representative.

e. Government's project number.

f. Contractor's name and address.

g. Date of submittal.

2. Arrange schedule of values consistent with format of AIA Document G703.

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.

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d. Name of manufacturer or fabricator.

e. Name of supplier.

f. Change Orders (numbers) that affect value.

g. Dollar value of the following, as a percentage of the Contract Sum to nearest one-hundredth percent, adjusted to total 100 percent.

1) Labor.

2) Materials.

3) Equipment.

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

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

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 required, include evidence of insurance.

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. Purchase Contracts: Provide a separate line item in the schedule of values for each purchase contract. Show line-item value of purchase contract. Indicate Government payments or deposits, if any, and balance to be paid by Contractor.

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. 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.

1.05 APPLICATIONS FOR PAYMENT

A. Each Application for Payment following the initial Application for Payment shall be consistent with previous applications and payments as certified by Architect and paid for by Government.

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: The date for each progress payment is indicated in the Agreement between Government and Contractor. The period of construction work covered by each Application for Payment is the period indicated in the Agreement.

C. Application for Payment Forms: Use AIA Document G702 and AIA Document G703 AIA Document G702/CMa and AIA Document G703 EJCDC Document C-620 as form for Applications for Payment.

D. Application for Payment Forms: Use forms acceptable to and Government for Applications for Payment. Submit forms for approval with initial submittal of schedule of values.

E. Application Preparation: Complete every entry on form. Notarize and execute by a person authorized to sign legal documents on behalf of Contractor. will return incomplete applications without action.

1. Entries shall match data on the schedule of values and Contractor's construction schedule. Use updated schedules if revisions were made.

2. Include amounts for work completed following previous Application for Payment, whether or not payment has been received. Include only amounts for work completed at time of Application for Payment.

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

4. Indicate separate amounts for work being carried out under Government-requested project acceleration.

F. Stored Materials: Include in Application for Payment amounts applied for materials or equipment purchased or fabricated and stored, but not yet installed. Differentiate between items stored on-site and items stored off-site.

1. Provide certificate of insurance, evidence of transfer of title to Government, and consent of surety to payment, for stored materials.

2. Provide supporting documentation that verifies amount requested, such as paid invoices. Match amount requested with amounts indicated on documentation; do not include overhead and profit on stored materials.

3. Provide summary documentation for stored materials indicating the following:

a. Value of materials previously stored and remaining stored as of date of previous

Applications for Payment.

b. Value of previously stored materials put in place after date of previous Application for

Payment and on or before date of current Application for Payment.

c. Value of materials stored since date of previous Application for Payment and remaining stored as of date of current Application for Payment.

G. Transmittal: Submit three signed and notarized original copies of each Application for Payment to by a method ensuring receipt. One copy shall include waivers of lien and similar attachments if required.

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

H. Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's lien from entities lawfully entitled to file a mechanic's lien arising out of the Contract and related to the Work covered by the payment.

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

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

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

4. Waiver Forms: Submit executed waivers of lien on forms acceptable to Government.

I. 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 conditional final or full waivers.

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

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

5. Waiver Forms: Submit executed waivers of lien on forms, acceptable to Government.

J. 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. Combined Contractor's construction schedule (preliminary if not final) incorporating Work of multiple contracts, with indication of acceptance of schedule by each Contractor.

5. Products list (preliminary if not final).

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6. Schedule of unit prices.

7. Submittal schedule (preliminary if not final).

8. List of Contractor's staff assignments.

9. List of Contractor's principal consultants.

10. Copies of building permits.

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

Work.

12. Initial progress report.

13. Report of preconstruction conference.

14. Certificates of insurance and insurance policies.

15. Performance and payment bonds.

16. Data needed to acquire Government's insurance.

K. Final Payment Application: After completing Project closeout requirements, submit final Application for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to the following:

1. Evidence of completion of Project closeout requirements.

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

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

4. AIA Document G706, "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 meter readings for utilities, a measured record of stored fuel, and similar data as of date of

Substantial Completion or when Government took possession of and assumed responsibility for corresponding elements of the Work.

9. Final liquidated damages settlement statement.

PART 2 - PRODUCTS (Not Used)

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SECTION 013100

PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.01 RELATED DOCUMENTS

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

1.02 SUMMARY

A. Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:

1. General coordination procedures.

2. Coordination drawings.

3. Requests for Information (RFIs).

4. Project meetings.

1.03 DEFINITIONS

A. RFI: Request from Government, Architect, or Contractor seeking information required by or clarifications of the Contract Documents.

1.04 INFORMATIONAL SUBMITTALS

A. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design.

Use CSI Form 1.5A. Include the following information in tabular form:

1. Name, address, and telephone number of entity performing subcontract or supplying products.

2. Number and title of related Specification Section(s) covered by subcontract.

3. Drawing number and detail references, as appropriate, covered by subcontract.

B. Key Personnel Names: Within 15 days of starting construction operations, submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site.

Identify individuals and their duties and responsibilities; list addresses and telephone numbers, including home, office, and cellular telephone numbers and e-mail addresses. Provide names, addresses, and telephone numbers of individuals assigned as alternates in the absence of individuals assigned to Project.

1. Post copies of list in project meeting room, in temporary field office, and by each temporary telephone. Keep list current at all times.

1.05 GENERAL COORDINATION PROCEDURES

A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections, that depend on each other for proper installation, connection, and operation.

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

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

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

B. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings.

1. Prepare similar memoranda for Government 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 to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:

1. Preparation of Contractor's construction schedule.

2. Preparation of the schedule of values.

3. Installation and removal of temporary facilities and controls.

4. Delivery and processing of submittals.

5. Progress meetings.

6. Preinstallation conferences.

7. Project closeout activities.

8. Startup and adjustment of systems.

D. Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials. Coordinate use of temporary utilities to minimize waste.

1. Salvage materials and equipment involved in performance of, but not actually incorporated into, the Work. See other Sections for disposition of salvaged materials that are designated as Government's property.

1.06 COORDINATION DRAWINGS

A. Coordination Drawings, General: Prepare coordination drawings according to requirements in individual Sections, and additionally where installation is not completely shown on Shop Drawings, where limited space availability necessitates coordination, or if coordination is required to facilitate integration of products and materials fabricated or installed by more than one entity.

1. Content: Project-specific information, drawn accurately to a scale large enough to indicate and resolve conflicts. Do not base coordination drawings on standard printed data. Include the following information, as applicable:

a. Use applicable Drawings as a basis for preparation of coordination drawings. Prepare sections, elevations, and details as needed to describe relationship of various systems and components.

b. Indicate functional and spatial relationships of components of architectural, structural, civil, mechanical, and electrical systems.

c. Indicate space requirements for routine maintenance and for anticipated replacement of components during the life of the installation.

d. Show location and size of access doors required for access to concealed dampers, valves, and other controls.

e. Indicate required installation sequences.

f. Indicate dimensions shown on the Drawings. Specifically note dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternate sketches to Government indicating proposed resolution of such conflicts. Minor dimension changes and difficult installations will not be considered changes to the Contract.

B. Coordination Drawing Organization: Organize coordination drawings as follows:

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1. Floor Plans and Reflected Ceiling Plans: Show architectural and structural elements, and mechanical, plumbing, fire-protection, fire-alarm, and electrical Work. Show locations of visible ceiling-mounted devices relative to acoustical ceiling grid. Supplement plan drawings with section drawings where required to adequately represent the Work.

2. Plenum Space: Indicate subframing for support of ceiling and wall systems, mechanical and electrical equipment, and related Work. Locate components within ceiling plenum to accommodate layout of light fixtures indicated on Drawings. Indicate areas of conflict between light fixtures and other components.

3. Mechanical Rooms: Provide coordination drawings for mechanical rooms showing plans and elevations of mechanical, plumbing, fire-protection, fire-alarm, and electrical equipment.

4. Structural Penetrations: Indicate penetrations and openings required for all disciplines.

5. Mechanical and Plumbing Work: Show the following:

a. Sizes and bottom elevations of ductwork, piping, and conduit runs, including insulation, bracing, flanges, and support systems.

b. Dimensions of major components, such as dampers, valves, diffusers, access doors, cleanouts and electrical distribution equipment.

c. Fire-rated enclosures around ductwork.

6. Electrical Work: Show the following:

a. Runs of vertical and horizontal conduit 1-1/4 inches in diameter and larger.

b. Light fixture, exit light, emergency battery pack, smoke detector, and other fire-alarm locations.

c. Panel board, switch board, switchgear, transformer, busway, generator, and motor control center locations.

d. Location of pull boxes and junction boxes, dimensioned from column center lines.

7. Fire-Protection System: Show the following:

a. Locations of standpipes, mains piping, branch lines, pipe drops, and sprinkler heads for both wet pipe, dry pipe and foam fire protection systems.

8. Review: Government will review coordination drawings to confirm that the Work is being coordinated, but not for the details of the coordination, which are Contractor's responsibility. If Government determines that coordination drawings are not being prepared in sufficient scope or detail, or are otherwise deficient, Government will so inform Contractor, who shall make changes as directed and resubmit.

9. Coordination Drawing Prints: Prepare coordination drawing prints according to requirements in Section 013300 "Submittal Procedures."

1.07 REQUESTS FOR INFORMATION (RFIs)

A. General: Immediately on discovery of the need for additional information or interpretation of the Contract Documents, Contractor shall prepare and submit an RFI using approved form.

1. Government will return RFIs submitted to Government by other entities controlled by Contractor with no response.

2. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's work or work of subcontractors.

B. Content of the RFI: Include a detailed, legible description of item needing information or interpretation and the following:

1. Project name.

2. Project number.

3. Date.

4. Name of Contractor.

5. RFI number, numbered sequentially.

6. RFI subject.

7. Specification Section number and title and related paragraphs, as appropriate.

8. Drawing number and detail references, as appropriate.

9. Field dimensions and conditions, as appropriate.

10. Contractor's suggested resolution. If Contractor's suggested resolution impacts the Contract

Time or the Contract Sum, Contractor shall state impact in the RFI.

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11. Contractor's signature.

12. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop

Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.

a. Include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments on attached sketches.

C. RFI Forms: Use CSI Form 13.2A, AIA G716, or other form acceptable to the Government.

D. Contractor may submit a Request for Information (RFI) to the Government seeking clarification or interpretations of the Contract Documents. Electronically transmitted RFI's may be accepted. An oral RFI or a RFI presented on an unapproved form will not be accepted. The use of the RFI is limited to clarification of the contract documents. A single RFI shall address a single topic, or may address multiple, related topics. Information which is readily discernable from the contract documents, matters pertaining to construction means and methods, and construction site safety will not be addressed by the Government in responding to any RFI. Any RFI requesting information that is readily discernable from a review of the Contract Documents shall be returned to the Contractor noting where the information is located therein. Any project delay created by the Government's refusal to accept an oral RFI or a RFI presented on an unapproved form, or the Government's refusal to respond to issues which are readily discernable from a review of the contract documents, shall be the responsibility of the Contractor.

E. Government's Action: Government will review each RFI, determine action required, and respond.

Allow seven working days for Government's response for each RFI. RFIs received by Government after 1:00 p.m. will be considered as received the following working day.

1. The following Contractor-generated RFIs will be returned without action:

a. Requests for approval of submittals.

b. Requests for approval of substitutions.

c. Requests for approval of Contractor's means and methods.

d. Requests for coordination information already indicated in the Contract Documents.

e. Requests for adjustments in the Contract Time or the Contract Sum.

f. Requests for interpretation of Government's actions on submittals.

g. Incomplete RFIs or inaccurately prepared RFIs.

2. Government's action may include a request for additional information, in which case Government's time for response will date from time of receipt of additional information.

3. Government's action on RFIs that may result in a change to the Contract Time or the Contract Sum may be eligible for Contractor to submit Change Proposal according to Section 012600 "Contract Modification Procedures."

a. If Contractor believes the RFI response warrants change in the Contract Time or the

Contract Sum, notify Government in writing within 10 days of receipt of the RFI response.

F. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number. Submit log weekly. Include the following:

1. Project name.

2. Name and address of Contractor.

3. RFI number including RFIs that were returned without action or withdrawn.

4. RFI description.

5. Date the RFI was submitted.

6. Date Government's response was received.

G. On receipt of Government's action, update the RFI log and immediately distribute the RFI response to affected parties.