Utah Ammo Specs 8-21-09.pdf

Utah ARNG, Camp Williams, Utah

Ammo Supply Point 2009

Addendum 1 100% Construction Documents

August 21, 2009

HDR Project No. 134-41048

134-41048 Utah ARNG, Camp Williams, Utah Ammo Supply Point 2009 - Table of Contents - 1

2009/08/20

Table of Contents

DIVISION 01 - GENERAL REQUIREMENTS

01100 SUMMARY

01250 CONTRACT MODIFICATION PROCEDURES

01290 PAYMENT PROCEDURES

01310 PROJECT MANAGEMENT AND COORDINATION

01320 CONSTRUCTION PROGRESS DOCUMENTATION

01330 SUBMITTAL PROCEDURES

01352 SUSTAINABLE DESIGN REQUIREMENTS

01400 QUALITY REQUIREMENTS

01420 REFERENCES

01500 TEMPORARY FACILITIES AND CONTROLS

01524 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01524EVA EVALUATIONS APPENDIX A

01524EVB EVALUATIONS APPENDIX B

01524EVC EVALUATIONS APPENDIX C

01524EVD EVALUATIONS APPENDIX D

01524EVE EVALUATIONS APPENDIX E

01524EVF EVALUATIONS APPENDIX F

01524EVG EVALUATIONS APPENDIX G

01524EVH EVALUATIONS APPENDIX H

01600 PRODUCT REQUIREMENTS

01700 EXECUTION REQUIREMENTS

01731 CUTTING AND PATCHING

01770 CLOSEOUT PROCEDURES

01810 GENERAL COMMISSIONING REQUIREMENTS

DIVISION 02 - SITE WORK

02110 SITE CLEARING

02200 EARTHWORK

02221 TRENCHING, BACKFILLING, AND COMPACTING FOR UTILITIES

02222 BUILDING EXCAVATION, FILLING, AND BACKFILLING

02260 TOPSOILING AND FINISHED GRADING

02270 SOIL EROSION AND SEDIMENT CONTROL

02271 STONE REVETMENT (RIP RAP)

02423 STORM DRAINAGE SYSTEM

02444 CHAIN LINK FENCE AND GATES

02502 CONCRETE PAVEMENT

02515 PRECAST CONCRETE MANHOLE STRUCTURES

02529 CONCRETE SIDEWALK

02660 WATER MAIN CONSTRUCTION

02930 SEEDING AND LANDSCAPING

DIVISION 03 - CONCRETE

03006 CONCRETE TESTING AND EVALUATION - CONTRACTOR

03100 CONCRETE FORMWORK

03200 CONCRETE REINFORCEMENT

03300 CONCRETE MATERIALS AND PROPORTIONING

03310 CONCRETE MIXING, PLACING, JOINTING AND CURING

Table of Contents - 2

03312 CONCRETE FINISHING AND REPAIR OF SURFACE DEFECTS

03346 CONCRETE SURFACE SEALER

DIVISION 04 - MASONRY

04050 COLD WEATHER MASONRY PROCEDURES

04110 PORTLAND CEMENT-LIME (PCL) MORTARS & GROUT

04150 MASONRY ACCESSORIES

04220 CONCRETE MASONRY (CMU)

DIVISION 05 - METALS

05500 MISCELLANEOUS METAL FABRICATIONS, STEEL STAIRS AND RAILINGS

DIVISION 06 - WOOD AND PLASTICS

06000 CARPENTRY

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07148 FLUID APPLIED WATERPROOFING

07210 BUILDING INSULATION

07270 FIRESTOPPING

07900 JOINT SEALANTS

DIVISION 08 - DOORS AND WINDOWS

08100 HOLLOW METAL (HM) DOORS AND FRAMES

08211 FLUSH WOOD DOORS (WD)

08312 ACCESS PANELS AND DOORS

08315 BLAST RESISTANT DOOR

08345 SECURITY VAULT DOOR

08363 SECTIONAL STEEL DOOR (SSD)

08521 ALUMINUM WINDOWS - THERMAL

08700 FINISH HARDWARE

08800 GLASS AND GLAZING

DIVISION 09 - FINISHES

09000 ROOM FINISH AND COLOR SCHEDULE

09110 NON-LOAD BEARING WALL FRAMING SYSTEMS

09250 GYPSUM WALLBOARD

09313 TILE

09510 ACOUSTICAL & CEILING TILE MATERIALS (AM)

09601 CONCRETE PREPARATION FOR FLOOR FINISHES

09660 RESILIENT TILE FLOORING (RT)

09678 RESILIENT BASE (RB)

09690 CARPET TILE (CPT)

09761 CONCRETE FLOOR SEALER (CFS-ND)

09902 EXTERIOR PAINTING

09904 INTERIOR PAINTING

DIVISION 10 - SPECIALTIES

10100 MARKERBOARDS AND TACKBOARDS

10162 METAL TOILET PARTITIONS

Table of Contents - 3

10181 PREFABRICATED SHOWER STALLS

10192 SHOWER CURTAINS

10200 ARCHITECTURAL LOUVERS

10265 CORNER GUARDS

10444 SIGNS

10500 METAL LOCKERS AND LOCKER BENCHES

10520 FIRE PROTECTION SPECIALTIES

10802 TOILET AND BATH ACCESSORIES

DIVISION 11 - EQUIPMENT

11161 DOCK LEVELERS AND EQUIPMENT

11304 PRE-ENGINEERED BOOSTER PUMPING STATION

DIVISION 12 - FURNISHINGS

12340 ARCHITECTURAL CASEWORK (AC)

12690 ENTRANCE MATS (EM)

DIVISION 13 - SPECIAL CONSTRUCTION

13121 METAL BUILDING SYSTEMS

13213 WATER STORAGE TANKS: WELDED STEEL

DIVISION 15 - MECHANICAL

15010 SPECIAL MECHANICAL REQUIREMENTS

15012 SEISMIC BRACING SYSTEMS

15060 PIPE AND PIPE FITTINGS: BASIC REQUIREMENTS

15064 PIPE: PLASTIC

15100 VALVES: BASIC REQUIREMENTS

15101 GATE VALVES

15114 MISCELLANEOUS VALVES

15120 PIPING SPECIALTIES

15140 PENETRATIONS AND SUPPORTS

15190 MECHANICAL IDENTIFICATION SYSTEMS

15240 MECHANICAL SOUND AND VIBRATION CONTROL

15250 PIPE, DUCT AND EQUIPMENT INSULATION

15300 FIRE PROTECTION SYSTEMS

15410 PLUMBING PIPING

15440 PLUMBING FIXTURES

15450 DOMESTIC WATER HEATERS

15481 COMPRESSED AIR SYSTEM

15484 LIQUID PETROLEUM GAS SYSTEM

15510 HYDRONIC PIPING SYSTEMS

15515 FIRE HYDRANT

15530 REFRIGERANT PIPING SYSTEM

15540 HVAC PUMPS

15555 BOILER

15575 STACK AND BREECHING

15675 UNITARY SPLIT AIR CONDITIONERS

15830 HYDRONIC HEATING TERMINAL UNITS

15870 EXHAUST AND VENTILATING FANS

15880 AIR DISTRIBUTION SYSTEM

15970 HVAC CONTROLS AND INSTRUMENTATION

15990 TESTING AND BALANCING

Table of Contents - 4

15995 COMMISSIONING OF HVAC SYSTEMS

15996 COMMISSIONING OF PLUMBING

15997 COMMISSIONING OF FIRE SUPPRESSION

DIVISION 16 - ELECTRICAL

16010 ELECTRICAL GENERAL REQUIREMENTS

16110 RACEWAYS

16120 LOW VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

16121 MEDIUM VOLTAGE CABLES

16130 BOXES AND FITTINGS

16140 WIRING DEVICES

16230 PUMP STATION ENGINE GENERATOR: DIESEL

16315 PAD-MOUNTED, LIQUID FILLED, MEDIUM VOLTAGE TRANSFORMERS

16343 SECTIONALIZING EQUIPMENT

16375 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS

16440 ENCLOSED SAFETY SWITCHES

16450 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

16470 PANELBOARDS

16475 LOW VOLTAGE CIRCUIT PROTECTIVE DEVICES

16480 MOTOR CONTROL EQUIPMENT

16490 AUTOMATIC TRANSFER SWITCHES

16510 INTERIOR LIGHTING

16512 LIGHTING CONTROLS

16530 EXTERIOR LIGHTING

16615 TRANSIENT VOLTAGE SURGE SUPPRESSION

16620 ENGINE DRIVEN GENERATOR SETS

16670 LIGHTNING PROTECTION SYSTEMS

16720 FIRE ALARM SYSTEM

16721 ELECTRONIC ACCESS CONTROL AND INTRUSION DETECTION

16742 WIRED TELECOMMUNICATION SYSTEMS

16750 INTERCOMMUNICATION SYSTEM

16770 MASS NOTIFICATION / PA SYSTEM

16782 VIDEO SURVEILLANCE / CCTV

16995 COMMISSIONING OF ELECTRICAL

D I V I S I O N 1

GENERAL REQUIREMENTS

SUMMARY 01100 - 1

SECTION 01100 - SUMMARY

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

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

1.2 SUMMARY

A. This Section includes the following:

1. Work covered by the Contract Documents.

2. Type of the Contract.

3. Contracting Officer furnished products.

4. Contracting Officer furnished and installed products.

5. Use of premises.

6. Specification formats and conventions.

B. Related Sections include the following:

1. Division 1 Section "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Contracting Officer's facilities.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Identification: Ammunition Supply Point.

1. Project Location: Utah Army National Guard Base, Camp Williams, Draper, Utah.

2. Project Number: XXXXX.

B. Architect: HDR Engineering Inc.

C. The Work consists of the following:

1. The contractor shall provide all labor and materials to complete the work described in the contract drawings and specifications. The Work includes but is not limited to site clearing and grubbing, cut and fill and associated grading and drainage, extension and connection to existing potable water distribution and electrical distribution, installation of a new potable water pressure boosting station near the Maintenance facility on Watts Road, and the extension of and connection to existing underground communication system. The project includes construction of a new sanitary leach field and connection of sanitary drains to a new sanitary collection system served by the new sanitary leach field. Installation of new propane tanks to provide heating fuel on site at each facility identified in the drawings as requiring heat. Installation of a two (2) new 55,000 gallon water storage tanks to supply suppression for the SIRE facility and to charge the site fire hydrant system. These tanks shall be located at the water pressure boosting station on Watts Road. Construction of an on-site storm drainage collection and infiltration system. Construction of new concrete roadways throughout the site as well as crushed rock roadways. Construction of a new loading dock and hazardous material parking area. Site work also includes electrical site lighting, fencing and a catenary lightning protection system for the hazardous material parking area. Site security cameras and cabling and site lighting is included in this project.

2. This work also includes the construction of the following facilities:

A: SIRE Facility B: Administration Facility C: Unheated Inert Storage Facility D: Unheated Breakdown Facility E: 11 Explosives Containment Modules

SUMMARY 01100 - 2

G: Loading Dock Facility Work associated with the SIRE facilities includes construction of a steel frame metal facility with metal roofing and internal Class V concrete vaults. Construction of office space, restrooms, tool storage areas and maintenance bays is included. Installation of heating and ventilation systems as well as a wet pipe fire sprinkler system. Telecommunications systems are required as well as fire alarm.

Work associated with the Administation facility includes construction of a steel frame metal facility including a standing seam metal roof to house office space, restrooms and storage areas. The facility is designed to meet LEED Certifiable levels of sustainability. The facility includes heating, ventilation and cooling as well as electrical power and lighting and telecommunications. Fire detection and alarm is included. A mass notification system is included. A security system for the entire site with required head end equipment is included.

The facility includes a backup generator and associated transfer switching.

Work associated with the unheated storage facility includes construction of a steel frame facility and metal roofing. Power, lighting and telecommunications is included in this facility.

Construction of an unheated inert storage facility is included in this project. Work on this facility includes construction of a steel frame metal facility with a standing seam metal roof.

The facility requires overhead coiled doors, electrical power and lighting and ventilation.

Work associated with the unheated breakdown facility includes construction of a steel frame metal facility with a standing seam metal roof. The facility includes overhead coiled doors, lighting and ventilation as well as an electrical grounding system.

Construction of the Explosives Containment Modules includes concrete frame, concrete wall and roof structures for the storage of explosives. The facilities include metal vault doors, ventilation and lighting, lightning protection and electrical power as well as security systems.

Construction of the loading dock facility includes a metal frame covered area with a metal roof. Concrete flooring with dock levelers is included as well as exterior rated electrical power and lighting as well as electrical grounding.

No attempt is made here to describe all elements of work required for the complete construction and turnover of the project described in the contract drawings. The contractor shall provide a complete and useable ammunitions supply point at the completion of this project.

1.4 TYPE OF CONTRACT

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

1.5 CONTRACTING OFFICER FURNISHED PRODUCTS OR OWNER PROVIDED…

A. Contracting Officer will furnish products indicated. The Work includes providing support systems to receive Contracting Officer's equipment and making plumbing, mechanical, and electrical connections.

1. Contracting Officer will arrange for and deliver Shop Drawings, Product Data, and Samples to

Contractor.

2. Contracting Officer will arrange and pay for delivery of Contracting Officer-furnished items according to Contractor's Construction Schedule.

3. After delivery, Contracting Officer will inspect delivered items for damage. Contractor shall be present for and assist in Contracting Officer's inspection.

4. If Contracting Officer-furnished items are damaged, defective, or missing, Contracting Officer will arrange for replacement.

5. Contracting Officer will arrange for manufacturer's field services and for delivery of manufacturer's warranties to Contractor.

6. Contracting Officer will furnish Contractor the earliest possible delivery date for Contracting

Officer-furnished products. Using Contracting Officer-furnished earliest possible delivery dates, Contractor shall designate delivery dates of Contracting Officer-furnished items in Contractor's Construction Schedule.

7. Contractor shall review Shop Drawings, Product Data, and Samples and return them to Contracting Officer noting discrepancies or anticipated problems in use of product.

8. Contractor is responsible for receiving, unloading, and handling Contracting Officer-furnished

SUMMARY 01100 - 3

items at Project site.

9. Contractor is responsible for protecting Contracting Officer-furnished items from damage during storage and handling, including damage from exposure to the elements.

10. If Contracting Officer-furnished items are damaged as a result of Contractor's operations, Contractor shall repair or replace them.

11. Contractor shall install and otherwise incorporate Contracting Officer-furnished items into the

Work.

1.6 CONTRACTING OFFICER FURNISHED AND INSTALLED PRODUCTS

A. Contracting Officer will furnish and install products as indicated on drawings. No Contracting Officer furnished and installed materials are planned for this project.

1.7 USE OF PREMISES

A. General: Contractor shall have full use of premises for construction operations, including use of Project site, during construction period. Contractor's use of premises is limited only by Contracting Officer's right to perform work or to retain other contractors on portions of Project.

1.8 WORK RESTRICTIONS

A. Nonsmoking Building: Smoking is not permitted within any buildings or within 25 feet (8 m) or entrances, operable windows, or outdoor air intakes.

1.9 SPECIFICATION FORMATS AND CONVENTIONS

A. Specification Format: The Specifications are organized into Divisions and Sections using the 16-division format and CSI/CSC's "MasterFormat" numbering system.

1. Section Identification: The Specifications use Section numbers and titles to help cross-referencing in the Contract Documents. Sections in the Project Manual are in numeric sequence; however, the sequence is incomplete because all available Section numbers are not used. Consult the table of contents at the beginning of the Project Manual to determine numbers and names of Sections in the Contract Documents.

2. Division 1: Sections in Division 1 govern the execution of the Work of all Sections in the Specifications.

B. 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. Abbreviated Language: Language used in the Specifications and other Contract Documents is abbreviated. Words and meanings shall be interpreted as appropriate. Words implied, but not stated, shall be inferred as the sense requires. Singular words shall be interpreted as plural, and plural words shall be interpreted as singular where applicable as the context of the Contract Documents indicates.

2. Imperative mood and streamlined language are generally used in the Specifications.

Requirements expressed in the imperative mood are to be performed by Contractor.

Occasionally, the indicative or subjunctive mood may be used in the Section Text for clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by others when so noted.

a. 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.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01100

BLANK PAGE

CONTRACT MODIFICATION PROCEDURES 01250 - 1

SECTION 01250 - CONTRACT MODIFICATION PROCEDURES

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

1.3 MINOR CHANGES IN THE WORK

A. Contracting Officer 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."

1.4 PROPOSAL REQUESTS

A. Contracting Officer-Initiated Proposal Requests: Contracting Officer 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. Proposal Requests issued by Contracting Officer are for information only. Do not consider them instructions either to stop work in progress or to execute the proposed change.

2. Within 10 days, or within time specified in Proposal Request, 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 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.

B. Contractor-Initiated Proposals: If latent or unforeseen conditions require modifications to the

Contract, Contractor may propose changes by submitting a request for a change.

1. Include a statement outlining reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and the Contract Time.

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

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

4. Include 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.

5. Comply with requirements in Division 1 Section "Product Requirements" if the proposed change requires substitution of one product or system for product or system specified.

CONTRACT MODIFICATION PROCEDURES 01250 - 2

C. Proposal Request Form: Use AIA Document G709 for Proposal Requests.

1.5 CHANGE ORDER PROCEDURES

A. On Contracting Officer's approval of a Proposal Request, Contracting Officer will issue a Change Order for signatures of Contracting Officer and Contractor on AIA Document G701.

1.6 CONSTRUCTION CHANGE DIRECTIVE

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

1. Construction 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 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)

END OF SECTION 01250

PAYMENT PROCEDURES 01290 - 1

SECTION 01290 - PAYMENT PROCEDURES

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

1.3 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.

2. Submit the Schedule of Values to Contracting Officer at earliest possible date but no later than seven days before the date scheduled for submittal of initial Applications for Payment.

B. Format and Content: Use the Project Specifications 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 Contracting Officer.

c. Contracting Officer's project number.

d. Contractor's name and address.

e. Date of submittal.

2. 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.

1) Percentage of the Contract Sum to nearest one-hundredth percent, adjusted to total 100 percent.

3. 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 Specifications table of contents. Provide several line items for principal subcontract amounts, where appropriate.

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

5. 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. Include evidence of insurance or bonded warehousing if required.

6. 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.

PAYMENT PROCEDURES 01290 - 2

7. 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.

8. 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.

1.4 APPLICATIONS FOR PAYMENT

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

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 shall be as indicated in the Agreement between Contracting Officer and Contractor. The period of construction Work covered by each Application for Payment shall be the period indicated in the Agreement.

C. Payment Application Forms: Use AIA Document G702 and AIA Document G703 Continuation Sheets as form for Applications for Payment.

D. Application Preparation: Complete every entry on form. Notarize and execute by a person authorized to sign legal documents on behalf of Contractor. Contracting Officer 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 3 signed and notarized original copies of each Application for Payment to Contracting Officer by a method ensuring receipt within 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 lien from every entity who is 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 final or full waivers.

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

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 Contracting Officer.

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.

PAYMENT PROCEDURES 01290 - 3

2. Schedule of Values.

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

4. Products list.

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. Certificates of insurance and insurance policies.

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.

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 meter readings for utilities, a measured record of stored fuel, and similar data as of date of Substantial Completion or when Contracting Officer took possession of and assumed responsibility for corresponding elements of the Work.

9. Final, liquidated damages settlement statement.

PART 2 - PRODUCTS (Not Used)

END OF SECTION 01290

PAYMENT PROCEDURES 01290 - 4

PROJECT MANAGEMENT AND COORDINATION 01310 - 1

SECTION 01310 - PROJECT MANAGEMENT AND COORDINATION

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

1. Coordination Drawings.

2. Project meetings.

3. Requests for Interpretation (RFIs).

1.3 DEFINITIONS

A. RFI: Request from Contractor seeking interpretation or clarification of the Contract Documents.

1.4 COORDINATION

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.

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.

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.

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

1.5 PROJECT MEETINGS

A. General: Schedule and conduct meetings and conferences at Project site, unless otherwise indicated.

B. Preconstruction Conferences: Schedule a preconstruction conference before starting construction, at a time convenient to Contracting Officer but no later than 15 days after execution of the Agreement.

Hold the conference at Project site or another convenient location. Conduct the meeting to review responsibilities and personnel assignments.

1. Agenda: Discuss items of significance that could affect progress, including the following:

a. LEED requirements.

C. Preinstallation Conferences: Conduct a preinstallation conference at Project site before each construction activity that requires coordination with other construction.

D. Progress Meetings: Conduct progress meetings at regular intervals. Coordinate dates of meetings with preparation of payment requests.

1.6 REQUESTS FOR INTERPRETATION (RFIs)

PROJECT MANAGEMENT AND COORDINATION 01310 - 2

A. Procedure: Immediately on discovery of the need for interpretation of the Contract Documents, and if not possible to request interpretation at Project meeting, prepare and submit an RFI in the form specified.

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

C. Use CSI Form 13.2A.

1. Identify each page of attachments with the RFI number and sequential page number.

D. Contracting Officer's Action: Contracting Officer will review each RFI, determine action required, and return it. Allow seven working days for Contracting Officer's response for each RFI. RFIs received after 1:00 p.m. will be considered as received the following working day.

E. On receipt of Contracting Officer's action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify Contracting Officer within seven days if Contractor disagrees with response.

F. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number. Submit log weekly. Use CSI Log Form 13.2B.

END OF SECTION 01310

CONSTRUCTION PROGRESS DOCUMENTATION 01320 - 1

SECTION 01320 - CONSTRUCTION PROGRESS DOCUMENTATION

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

1. Contractor's Construction Schedule.

2. Submittals Schedule.

3. Daily construction reports.

1.3 SUBMITTALS

A. Submittals Schedule: Submit three copies of schedule. Arrange the following information in a tabular format:

1. Scheduled date for first submittal.

2. Specification Section number and title.

3. Submittal category (action or informational).

4. Name of subcontractor.

5. Description of the Work covered.

6. Scheduled date for Contracting Officer's final release or approval.

B. Preliminary Construction Schedule: Submit two printed copies; one a single sheet of reproducible media, and one a print.

C. Contractor's Construction Schedule: Submit two printed copies of initial schedule, one a reproducible print and one a blue- or black-line print, large enough to show entire schedule for entire construction period.

D. Daily Construction Reports: Submit two copies at monthly intervals.

1.4 COORDINATION

A. Coordinate preparation and processing of schedules and reports with performance of construction activities.

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.

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

PART 2 - PRODUCTS

2.1 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.

CONSTRUCTION PROGRESS DOCUMENTATION 01320 - 2

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.

a. At Contractor's option, show submittals on the Preliminary Construction Schedule, instead of tabulating them separately.

3. Final Submittal: Submit concurrently with the first complete submittal of Contractor's

Construction Schedule.

2.2 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 Substantial Completion.

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

2. Substantial Completion: Indicate completion in advance of date established for Substantial Completion, and allow time for Contracting Officer's administrative procedures necessary for certification of Substantial Completion.

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

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 1 Section "Payment Procedures" for cost reporting and payment procedures.

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.

2.3 PRELIMINARY CONSTRUCTION SCHEDULE

A. Bar-Chart Schedule: Submit preliminary horizontal bar-chart-type construction schedule within seven 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 60 days of construction. Include skeleton diagram for the remainder of the Work and a cash requirement prediction based on indicated activities.

CONSTRUCTION PROGRESS DOCUMENTATION 01320 - 3

2.4 CONTRACTOR'S CONSTRUCTION SCHEDULE (GANTT CHART)

A. Gantt-Chart Schedule: Submit a comprehensive, fully developed, horizontal Gantt-chart-type, Contractor's Construction Schedule within 30 days of date established for commencement of the Work. Base schedule on the Preliminary Construction Schedule and whatever updating and feedback was received since the start of Project.

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

1. For construction activities that require 3 months or longer to complete, indicate an estimated completion percentage in 10 percent increments within time bar.

2.5 REPORTS

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

PART 3 - EXECUTION

3.1 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 each regularly scheduled progress meeting.

B. Distribution: Distribute copies of approved schedule to the Contracting Officer, 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.

END OF SECTION 01320

CONSTRUCTION PROGRESS DOCUMENTATION 01320 - 4

SUBMITTAL PROCEDURES 01330 - 1

SECTION 01330 - SUBMITTAL PROCEDURES

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

A. Action Submittals: Written and graphic information that requires Contracting Officer's responsive action.

B. Informational Submittals: Written information that does not require Contracting Officer's approval.

Submittals may be rejected for not complying with requirements.

1.4 SUBMITTAL PROCEDURES

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

B. 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.

C. LEED Submittals: Comply with requirements specified in Division 01 Section “Sustainable Design

Requirements.”

D. Processing Time: Allow enough time for submittal review, including time for resubmittals, as follows.

Time for review shall commence on Contracting Officer's receipt of submittal.

1. Initial Review: Allow 15 days for initial review of each submittal. Allow additional time if processing must be delayed to permit coordination with subsequent submittals. Contracting Officer will advise Contractor when a submittal being processed must be delayed for coordination.

2. Concurrent Review: Where concurrent review of submittals by Contracting Officer's consultants, Contracting Officer, or other parties is required, allow 21 days for initial review of each submittal.

3. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing.

E. Identification: Place a permanent label or title block on each submittal for identification.

F. Deviations: Highlight, encircle, or otherwise identify deviations from the Contract Documents on submittals.

G. Additional Copies: Unless additional copies are required for final submittal, and unless Contracting Officer observes noncompliance with provisions of the Contract Documents, initial submittal may serve as final submittal.

H. Transmittal: Package each submittal individually and appropriately for transmittal and handling.

Transmit each submittal using a transmittal form. Contracting Officer will return submittals, without review, received from sources other than Contractor.

SUBMITTAL PROCEDURES 01330 - 2

1. Transmittal Form: Use AIA Document G810.

I. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms.

J. Use for Construction: Use only final submittals with mark indicating action taken by Contracting

Officer in connection with construction.

2.1 ACTION SUBMITTALS

A. General: Prepare and submit Action Submittals required by individual Specification Sections.

1. Number of Copies: Submit copies of each submittal, as follows, unless otherwise indicated:

a. Submit three copies; submit five copies where copies are required for operation and maintenance manuals. Contracting Officer will retain two copies; remainder will be returned. Mark up and retain one returned copy as a Project Record Document.

B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data.

1. Number of Copies: Submit copies of each submittal, as follows:

a. Initial Submittal: Submit one correctable, translucent, reproducible print and one blue- or black-line print. Contracting Officer, will return the reproducible print.

b. Final Submittal: Submit three blue- or black-line prints, unless prints are required for operation and maintenance manuals. Submit five prints where prints are required for operation and maintenance manuals. Contracting Officer will retain two prints;

remainder will be returned. Mark up and retain one returned print as a Project Record Drawing.

D. Samples: Prepare physical units of materials or products, including the following:

1. Comply with requirements in Division 1 Section "Quality Requirements" for mockups.

2. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available.

3. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from the same material to be used for the Work, cured and finished in manner specified, and physically identical with the product proposed for use, and that show full range of color and texture variations expected.

4. Preparation: Mount, display, or package Samples in manner specified to facilitate review of qualities indicated.

5. Submit Samples for review of kind, color, pattern, and texture for a final check of these characteristics with other elements and for a comparison of these characteristics between final submittal and actual component as delivered and installed.

a. If variation in color, pattern, texture, or other characteristic is inherent in the product represented by a Sample, submit at least three sets of paired units that show approximate limits of the variations.

b. Refer to individual Specification Sections for requirements for Samples that illustrate workmanship, fabrication techniques, details of assembly, connections, operation, and similar construction characteristics.

6. Number of Samples for Initial Selection: Submit one full set of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line. Contracting Officer, will return submittal with options selected.

SUBMITTAL PROCEDURES 01330 - 3

7. Number of Samples for Verification: Submit three sets of Samples. Contracting Officer will retain two Sample sets; remainder will be returned.

a. Submit a single Sample where assembly details, workmanship, fabrication techniques, connections, operation, and other similar characteristics are to be demonstrated.

8. Disposition: Maintain sets of approved Samples at Project site, available for quality-control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set.

E. Product Schedule or List: Prepare a written summary indicating types of products required for the

Work and their intended location.

F. Delegated-Design Submittal: Comply with requirements in Division 1 Section "Quality Requirements."

G. Submittals Schedule: Comply with requirements in Division 1 Section "Construction Progress Documentation."

H. Application for Payment: Comply with requirements in Division 1 Section "Payment Procedures."

I. Schedule of Values: Comply with requirements in Division 1 Section "Payment Procedures."

J. 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.

2.2 INFORMATIONAL SUBMITTALS

A. General: Prepare and submit Informational Submittals required by other Specification Sections.

1. Number of Copies: Submit two copies of each submittal, unless otherwise indicated.

Contracting Officer will not return copies.

2. Test and Inspection Reports: Comply with requirements in Division 1 Section "Quality Requirements."

B. Contractor's Construction Schedule: Comply with requirements in Division 1 Section "Construction

Progress Documentation."

C. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information specified.

D. Product Certificates: Prepare written statements on manufacturer's letterhead certifying that product complies with requirements.

E. Welding Certificates: Prepare written certification that welding procedures and personnel comply with requirements. Submit record of Welding Procedure Specification (WPS) and Procedure Qualification Record (PQR) on AWS forms. Include names of firms and personnel certified.

F. Installer Certificates: Prepare written statements on manufacturer's letterhead certifying that Installer complies with requirements and, where required, is authorized for this specific Project.

G. Manufacturer Certificates: Prepare written statements on manufacturer's letterhead certifying that manufacturer complies with requirements. Include evidence of manufacturing experience where required.

H. Material Certificates: Prepare written statements on manufacturer's letterhead certifying that material complies with requirements.

I. Material Test Reports: Prepare reports written by a qualified testing agency, on testing agency's

SUBMITTAL PROCEDURES 01330 - 4

standard form, indicating and interpreting test results of material for compliance with requirements.

J. Preconstruction Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requirements.

K. Compatibility Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of compatibility tests performed before installation of product. Include written recommendations for primers and substrate preparation needed for adhesion.

L. Field Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements.

M. Product Test Reports: Prepare written reports indicating current product produced by manufacturer complies with requirements. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency.

N. Research/Evaluation Reports: Prepare written evidence, from a model code organization acceptable to authorities having jurisdiction, that product complies with building code in effect for Project.

O. Maintenance Data: Prepare written and graphic instructions and procedures for operation and normal maintenance of products and equipment. Comply with requirements in Division 1 Section "Closeout Procedures."

P. Design Data: Prepare written and graphic information, including, but not limited to, performance and design criteria, list of applicable codes and regulations, and calculations. Include list of assumptions and other performance and design criteria and a summary of loads. Include load diagrams if applicable. Provide name and version of software, if any, used for calculations. Include page numbers.

Q. Manufacturer's Instructions: Prepare written or published information that documents manufacturer's recommendations, guidelines, and procedures for installing or operating a product or equipment.

Include name of product and name, address, and telephone number of manufacturer.

R. Manufacturer's Field Reports: Prepare written information documenting factory-authorized service representative's tests and inspections.

S. Insurance Certificates and Bonds: Prepare written information indicating current status of insurance or bonding coverage. Include name of entity covered by insurance or bond, limits of coverage, amounts of deductibles, if any, and term of the coverage.

3.1 CONTRACTOR'S REVIEW

A. Review each submittal and check for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Contracting Officer.

B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.

3.2 CONTRACTING OFFICER'S ACTION

A. General: Contracting Officer will not review submittals…