TECHSPECS Amendment 0002.pdf

McNary Navigation Lock Power and Controls Upgrade W912EF23B0011 amd 0002

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 00 00.00 28 GENERAL REQUIREMENTS

01 11 01.00 28 SUPPLEMENTARY REQUIREMENTS

01 14 00.10 28 PROJECT SITE RESTRICTIONS

01 14 00.90 28 INTEGRATING ANTITERRORISM (AT) AND OPERATIONS SECURITY

(OPSEC)

01 22 00.00 28 MEASUREMENT AND PAYMENT

01 32 01.00 28 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 29.10 28 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 01.00 28 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 04.00 28 CONTRACTOR QUALITY CONTROL

01 51 00.00 28 TEMPORARY UTILITIES

01 55 10.00 28 CONTRACTOR WORK, ACCESS AND STORAGE AREAS

01 57 20.00 28 ENVIRONMENTAL PROTECTION

01 78 00.00 28 CLOSEOUT SUBMITTALS

01 78 23.00 28 OPERATION AND MAINTENANCE DATA

01 79 00.00 28 DEMONSTRATION AND TRAINING

01 91 00.00 28 SYSTEMS TESTING AND COMMISSIONING

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00.00 28 DEMOLITION

02 82 13.01 28 CLASS II ASBESTOS ABATEMENT

DI VI SI ON 03 - CONCRETE

03 30 00.01 28 CAST-IN-PLACE CONCRETE

03 60 00.01 28 CONCRETE CORE DRILLING

DI VI SI ON 05 - METALS

05 05 20.00 28 POST-INSTALLED ANCHORS IN CONCRETE

05 50 01.00 28 METAL AND MISCELLANEOUS FABRICATION

DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON

07 92 00.00 28 JOINT SEALANTS

DI VI SI ON 09 - FI NI SHES

09 30 10.00 28 QUARRY TILING

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

13 30 10.00 28 SECONDARY OIL CONTAINMENT

13 34 23.00 28 PREFABRICATED STRUCTURES (CONTROL STANDS)

13 48 00.00 28 SEISMIC RESTRAINT FOR MECHANICAL AND ELECTRICAL EQUIPMENT

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

25 05 11.00 28 CYBERSECURITY

DI VI SI ON 26 - ELECTRI CAL

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26 05 00.00 28 GENERAL ELECTRICAL WORK

26 05 13.00 28 MEDIUM-VOLTAGE CABLE

26 05 19.00 28 INSULATED WIRE AND CABLE

26 05 36.00 26 CABLE TRAY FOR ELECTRICAL SYSTEMS

26 08 00 APPARATUS INSPECTION AND TESTING

26 12 19.10 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 23 15.00 28 HIGH RESISTANCE GROUNDING (HRG) SYSTEM - LOW VOLTAGE

(480V)

26 24 13 SWITCHBOARDS

26 24 16.00 28 INTERIOR DISTRIBUTION SYSTEM

26 24 19.00 40 MOTOR CONTROL CENTERS

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

DI VI SI ON 27 - COMMUNI CATI ONS

27 21 10.00 28 FIBER OPTIC DATA TRANSMISSION SYSTEM

27 51 16 RADIO AND PUBLIC ADDRESS SYSTEMS

DI VI SI ON 28 - ELECTRONI C SAFETY AND SECURI TY

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

28 23 23.00 28 CLOSED CIRCUIT TELEVISION SYSTEMS

DI VI SI ON 31 - EARTHWORK

31 00 00.00 28 EARTHWORK

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 12 16.11 28 ASPHALT PAVING

32 17 23.00 28 PAVEMENT MARKINGS

32 92 23 SODDING

DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON

35 01 41.00 10 ELECTROMECHANICAL OPERATING MACHINERY FOR LOCKS AND DAMS

DI VI SI ON 40 - PROCESS I NTERCONNECTI ONS

40 94 43.01 28 PROCESS CONTROLLERS - PROGRAMMABLE LOGIC CONTROLLERS (PLC)

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PROJECT TABLE OF CONTENTS Page 2

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00.10 28

PROJECT SITE RESTRICTIONS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 SITE CONDITIONS AND OPERATIONAL RESTRICTIONS

1.4 EMPLOYEE TRAINING AND IDENTIFICATION SUMMARY

1.5 PROJECT SECURITY

1.5.1 Contractor Vehicle Access

1.5.2 Identification of Employees

1.6 DELIVERY OF EQUIPMENT

1.7 ACCESS TO AUTOMATED INFORMATION SYSTEMS

1.8 FACILITY OCCUPANCY CLOSURE

1.9 WORK SCHEDULES

1.9.1 Contractor's Work Schedule

1.9.2 Government's Work Schedule

1.10 USE OF WALLA WALLA DISTRICT PARKS

1.11 CONSTRUCTION EXECUTION PLAN

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

ATTACHMENTS:

Security Badge Form

-- End of Section Table of Contents --

SECTION 01 14 00.10 28 Page 1

SECTION 01 14 00.10 28

PROJECT SITE RESTRICTIONS

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual

Contractor shall be responsible for complying with the current edition and all changes posted on the web as of the effective date of this solicitation.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals having an "I" designation are for information only. A designation following the "G" or "I" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Employee Training And Identification Summary ; I C

Access To Automated Information Systems ; G SLE

Construction Execution Plan ; G, EL

1.3 SITE CONDITIONS AND OPERATIONAL RESTRICTIONS

1. Use of Government cranes (Government or Contractor operated) or Government crane riggers will not be available for this project with one exception. The Government will use its Derrick Crane and riggers to lower the Contractor's cranes onto the navigation lock deck, and will remove the crane once it is no longer needed. Provide a one-week minimum notification on when crane movements are necessary.

2. The Contractor shall keep one lane open for vehicle access on the Navigation Lock Road Deck at all times. If a road blockage is necessary, it shall be coordinated and approved by the Government 48 hours in advance of the blockage. Immediate access shall be given in the event of an emergency.

3. The 2024 annual Navi gat i on Lock Out age starts 0630 on 15 January 2024 and end 2359 on 29 March 2024. All Army Corps of Engineers Navigation Locks on the Snake and Columbia Rivers will be out of service during this time period.

SECTION 01 14 00.10 28 Page 2

4. The 2025 annual Navi gat i on Lock Out age starts 0630 0600 on 22 February 2025 and end 2359 on 29 March 2025. All Army Corps of Engineers Navigation Locks on the Snake and Columbia Rivers will be out of service during this time period.

5. The Contractor shall provide 48 hours of advanced notice for when they need gate operator support or a change in lockout-tagout status.

6. Primary access to the work is by stairs. The concrete slabs above the machinery room may be removed by the Contractor to move equipment and materials in and out. Slabs will need to be sealed by the Contractor at the completion of the project.

7. Equipment in use on the Navigation Lock road decks shall be placed inside portable containment capable of containing 110% of the equipment's fluid Capacity.

8. Work on the downstream Navigation Lock Miter Gates and gate position encoder shall be limited to the time when the Navigation Lock is unwatered and gate is unjacked which is anticipated to be March 14th and before the Government starts to water up the Navigation Lock which is anticipated to be 24 March 2024.

1.4 EMPLOYEE TRAINING AND IDENTIFICATION SUMMARY

a. Provide a spreadsheet containing the following information for all Contractor and Subcontractor personnel working on the Project site:

1. Employee name.

2. Employee photo ID Type Issued: Proximity Card #*** (for Gate/Door Access) OR Photo ID Only.

3. Date Photo ID Issued.

4. Date Photo ID Returned.

5. All applicable employee training that has been completed.

Include all training from Section 01 35 29.10 28 GOVERNMENTAL

SAFETY REQUIREMENTS, 01 14 00.90 28 INTEGRATING ANTITERRORISM (AT)

AND OPERATIONS SECURITY (OPSEC), and other as specified.

b. Submit EMPLOYEE TRAINING AND IDENTIFICATION SUMMARY prior to beginning of Contractor on-site work. Update and resubmit within 48 hours of any changes.

1.5 PROJECT SECURITY

The Project site is a secured area and access onto the Project is restricted. The security measures affect all of the Contractor's vehicles and personnel. There will be delays when entering Projects due to locked gates, vehicle inspections, and personnel checks. Inspections and checks may include inspection of tool boxes, brief cases, lunch boxes, and other containers. Weapons, alcohol, and illegal drugs are not allowed on the project site.

SECTION 01 14 00.10 28 Page 3

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1.5.1 Contractor Vehicle Access

Project access roads on both sides of the dams are secured with locked gates. All vehicles that pass through the locked gates will be subject to being searched. No privately owned vehicles (POV's) will be allowed through locked gates. Only Contractor's work vehicles and equipment that are essential to the conduct of the work will be allowed in the work areas. All Contractor vehicles shall display suitable permanent or temporary identification.

1.5.2 Identification of Employees

Government Project personnel will provide the Contractor's personnel with identification badges as they arrive on site. Complete the Security Badge Form(attached to the end of this SECTION), submit the completed form to the Contracting Officer at least five (5) business days prior to the employee arrival to work on the Project site and upon issuance of official badges, shall be responsible for requiring each employee engaged on the work to display identification at all times. All prescribed identification shall immediately be delivered to the Quality Assurance Representative for cancellation upon the release of the employee or project completion. If required by the Contracting Officer, employees will be photographed by the Government. Employees who fail to submit to photographing will not be allowed on the project site.

Every Contractor employee (prime or subcontractor) shall have a hard hat meeting the requirements of EM 385-1-1 . Hardhats shall display the Prime Contractor name, subcontractor name, and the employee's name. Contractor employee hardhats shall not be white with red markings. It shall be the responsibility of the Project Superintendent to enforce this requirement.

1.6 DELIVERY OF EQUIPMENT

Contractor shall be responsible for delivery and receipt of all materials and equipment. Government personnel will not be available to assist the Contractor in these activities. Del i ver i es shal l ar r i ve on t he same si de of t he r i ver as t he Cont r act or ' s wor k ar ea.

1.7 ACCESS TO AUTOMATED INFORMATION SYSTEMS

All Contractor employees (U.S. citizens and Non- U.S. citizens) working under this contract (to include grants, cooperative agreements and task orders) who require access to Automated Information Systems (AIS), (stand alone computers, network computers/systems, e-mail, sensitive data areas such as the Control Room) shall, at a minimum, be designated into an ADP-III position (non-sensitive) in accordance with DoD 5220-22-R, Industrial Security Regulation. The investigative requirements for an ADP-III position are a favorable National Agency Check (NAC), SF-85P, Public Trust Position. Have each applicable employee complete a SF-85P and 2 FBI form 258 Finger Print cards to submit to the Security Officer within three (3) working days after award of any contract or task order, and submitted prior to the individual being permitted access to an AIS.

Contractors that have a commercial or government entity (CAGE) Code and Facility Security Clearance through the Defense Security Service shall process the NACs and forward visit requests/results of NAC to the Security Officer. For those Contractors that do not have a CAGE Code or Facility Security Clearance, the Security Office will process the investigation in coordination with the Contractor and contract employees.

SECTION 01 14 00.10 28 Page 4

The phone number for the Security Office is: 509.527.7141

The address for the Security Office is:

Security Officer Emergency Management Office Walla Walla District, COE 201 North Third Avenue Walla Walla, WA 99362

1.8 FACILITY OCCUPANCY CLOSURE

Streets, walks, and other facilities occupied and used by the Government shall not be closed or obstructed without written permission from the Contracting Officer.

1.9 WORK SCHEDULES

1.9.1 Contractor's Work Schedule

At the Pre-Work Meeting, furnish a schedule of number of working days per week, shifts per day, and hours per shift for contract work. Furnish notification of any change of schedule of regular work hours, overtime work hours, and shifts of work crews and personnel at the site. This notification shall be provided a minimum of 48 hours prior to any schedule change to allow suitable scheduling of Government personnel and inspection. Exception to this requirement may be allowed in case of schedule change due to emergency conditions.

1.9.2 Government's Work Schedule

a. The maintenance crews at the dam work from 6:30 a.m. to 5:00 p.m., Monday through Thursday. Crews and staff do not work on weekends and Federal holidays. If a Federal holiday falls on a Friday, the crews and staff do not work on the preceding Thursday. A powerhouse operator is at the site 24 hours a day, 7 days a week, including Federal holidays but is not available to assist the Contractor.

b. If the Contractor requires Government support or assistance outside of normal work hours, the Contractor must make a formal written request to the Contracting Officer at least one week prior to the date that support/assistance is needed. The Government will review this request, but there is no guarantee that Government support or assistance can be provided.

1.10 USE OF WALLA WALLA DISTRICT PARKS

Special consideration for the use of the Walla Walla District Camping Grounds wi l l not be given to the Contractor if camping at these sites.

The Contractor's crew may not use Government parking lots near the McNary Lock and Dam for RV parking.

1.11 CONSTRUCTION EXECUTION PLAN

The Contractor shall develop and submit a construction execution plan which describes how and when construction tasks will be accomplished.

This plan should identify which work items will take place (1) during and

(2) outside of lock outages.

SECTION 01 14 00.10 28 Page 5

During normal lock operation, the Contractor may coordinate with government operations to remove individual pieces of equipment from operation for short durations of usually less than one hour. These equipment outages are intended to provide limited time to disconnect and reconnect equipment to new power sources. These outages will only be allowed if they do not delay navigation or excessively burden operations staff.

The following information is provided to assist the Contractor in the development of their execution plan. Tasks listed below are seen by the Government as work requiring either a long duration or short duration outage.

(1) Installation of LCQ5, LCQ6 Bascule Bridge motor control centers and Bascule bridge mechanical work.

(2) Transition of loads to motor control centers LCQ1, LCQ2, LCQ3, LCQ4.

(3) Installation and transition of loads to the LSQ1 switchboard.

(4) Commissioning and cut over of equipment requiring a control system.

Items a to f, below pertain to items 1 to 3 and short duration outages.

Item g pertains to the additional control system requirements.

a. The Contractor may elect to install new motor control centers LCQ5, LCQ6, LCQ1, LCQ2, LCQ3, LCQ4 and switchboard LSQ1 sequentially. The Contractor may also elect to transfer CH unit substation / MCC loads to the new MCC's during short duration equipment outages.

One important dependency is the removal of the existing bascule bridge BB panel in the operations building which is necessary to install the new LSQ1 switchboard.

b. To perform the load transfers an alternate power supply will be required.

Potential alternate power sources include the following:

(1) A single DS1-p1-CH or DS1-p2-CH feeder with a temporary connection to the existing CH unit substation 4160V / 480V transformer

(2) The existing 480V emergency feeder DS1-q5-CH, limited to 175 KVA and restrictions noted in item f).

(3) A single new feeder TQ1-q1-LSQ1 or TQ2-q2-LSQ1 from either of the new transformers TQ1 or TQ2 to a temporary fused disconnect.

(4) Contractor provided temporary mobile generator power.

For all of the alternate power sources, the Contractor shall be responsible for any temporary equipment costs.

c. Power is supplied to the navigation lock and bascule bridge through the CH and BB switchgear respectively. These are fed from the DS1 unit substation which is located approximately 150' south of the navigation lock in the dam.

d. The lock daily maximum power load generally does not exceed 400 KVA.

The daily average load is about 200 KVA. when cranes and dewatering pumps are used lock power demand is as high as 930 KVA. high demand periods are planned events which can be avoided.

SECTION 01 14 00.10 28 Page 6

e. The 4160V feeders, DS1-p1-CH, DS1-p2-CH supply the CH unit substation / MCC which is located in the lock operations building. The emergency 480V feeder DS1-Q5-CH (refer to drawing ED-601) also supplies the CH MCC. These feeders pass through the service gallery, bascule bridge pit 2 and are routed under the lock in the upstream cross over gallery. they then connect to the CH unit substation / MCC in the operations building basement.

f. The existing 480V emergency feeder DS1-q5-CH is an alternate supply for drainage pumps. Any utilization of this circuit shall not compromise drainage pump operation.

g. Existing lock gate and tainter valve machinery motor controls are integrated with lockstand hand controls. If these loads where to be transferred during short duration outages, a parallel control system would need to be in place before the loads could be transferred.

These controls could be implemented with a temporary lock stand which may also be necessary during lockstand replacement.

For all work, safety related requirements apply including work permitting and issuance of safe clearances.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used) -- End of Section --

SECTION 01 14 00.10 28 Page 7

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 78 00.00 28

CLOSEOUT SUBMITTALS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 DEFINITIONS

1.3.1 Contract Drawings

1.3.2 Shop Drawings

1.3.3 As-Built Drawings

1.3.4 Record Drawings

PART 2 PRODUCTS

2.1 SPARE PARTS

PART 3 EXECUTION

3.1 WARRANTY MANAGEMENT

3.1.1 Warranty Management Plan

3.1.2 Pre-Warranty Conference

3.1.3 Contractor's Response to Construction Warranty Service

Requirements

3.1.4 Warranty Tags

3.2 FINAL SHOP DRAWINGS

3.3 AS-BUILT DRAWINGS

3.3.1 Submission of Working As-Built Drawings

3.4 FINAL AS-BUILT DRAWINGS

3.5 FINAL MODEL FILES

3.6 RECORD DRAWINGS - CAD FILES

3.6.1 Drawing Submittal Requirements

3.7 SUPERSEDED AND/OR OBSOLETE FIO OR RESOURCE DRAWINGS

3.8 GOVERNMENT ISSUED ITEMS

SECTION 01 78 00.00 28 Page 1

SECTION 01 78 00.00 28

CLOSEOUT SUBMITTALS

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

ERDC/ITL TR-19-6 (Aug 2019) A/E/C Graphics Standard, Release 2.1

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals having an "I" designation are for information only. A designation following the "G" or "I" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Warranty Management Plan ; G C One set of the warranty management plan containing information relevant to the warranty of materials and equipment incorporated into the construction project, including the starting date of warranty of construction. Furnish with each warranty the name, address, and telephone number of each of the guarantor's representatives nearest to the project location.

Warranty Tags ; I C Two record copies of the warranty tags showing the layout and design.

SD-04 Samples

Warranty Tag Mock Up Sample ; G C

SD-11 Closeout Submittals

Spare Parts ; G C

Final Shop Drawings ; G C

Working As-Built Drawings ; I C

Final As-Built Drawings ; G C

Final Model Files ; G, GS

Record Drawings ; G, GE

SECTION 01 78 00.00 28 Page 2

Government Issued Items ; G C

1.3 DEFINITIONS

1.3.1 Contract Drawings

Contract drawings are the set of Design Drawings furnished by the Government for this contract. Contract Drawings form a part of the legal contract between the Contractor and Government, and do NOT include FIO's or Resource Drawings.

1.3.2 Shop Drawings

a. Shop drawings are a drawing or set of drawings produced by the contractor, supplier, manufacturer, subcontractor, or fabricator for the following purposes:

1. Manufacturer's or Contractor's drawn version of information shown in the construction documents.

2. Drawn to explain the fabrication and/or installation of the items, in the construction documents, to the Manufacturer's production crew or Contractor's installation crews.

b. See SECTION 01 33 00 SUBMITTAL PROCEDURES, paragraph "Format for SD-02 Shop Drawings", for Shop Drawing requirements.

1.3.3 As-Built Drawings

a. As-Built drawings serve as the basis for the creation of the Record Drawings (see paragraph "Record Drawings"). As-Built drawings are maintained by the Contractor to depict actual conditions throughout construction, including deviations from the Contract Drawings .

b. These deviations and additions may result from coordination required by, but not limited to: contract modifications; official responses to Contractor submitted Requests for Information; direction from the Contracting Officer; designs which are the responsibility of the Contractor, and differing site conditions.

c. Submit As-Built Drawings in pdf, Bentley Navigator, or an acceptable format as approved by the Contracting Officer.

1.3.4 Record Drawings

The Record drawing set includes all Contract Drawing and accepted final As-Built drawing updates in CAD format. See SECTION 01 33 00 SUBMITTAL PROCEDURES, paragraph "CAD File Requirements".

PART 2 PRODUCTS

2.1 SPARE PARTS

a. Furnish all spare parts identified, identified in the Plans and Specifications to be furnished by the Contractor. See the following Specifications for information on required spare parts:

SECTION 01 78 00.00 28 Page 3

1. SECTION 26 24 13 SWITCHBOARD, paragraph SPARE PARTS.

2. SECTION 26 24 19.00 40 MOTOR CONTROL CENTERS, paragraph SPARE

PARTS.

3. SECTION 26 29 23 VARIABLE FREQUENCY DRIVE SYSTEM UNDER 600

VOLTS, paragraph Spare Parts.

4. SECTION 40 94 43.01 28 PROCESS CONTROLLERS - PROGRAMMABLE

LOGIC CONTROLLER (PLC), paragraph Spare Parts.

b. Failure of an item to appear in the SECTIONs referenced above, does not relieve the Contractor of responsibility to furnish all spare part(s), identified in the Plans and Specifications to be delivered by the Contractor, at no additional cost to the Government. Notify the Contracting Officer of any discrepancy between the above list and the technical Plans and Specifications, in order to compile a more complete listing.

PART 3 EXECUTION

3.1 WARRANTY MANAGEMENT

3.1.1 Warranty Management Plan

Develop a warranty management plan which contains information relevant to the clause Warranty of Construction . At least 30 calendar days before the planned Pre-Warranty Conference, submit the Warranty Management Plan for Government approval. Include within the Warranty Management Plan all required actions and documents to assure that the Government receives all warranties to which it is entitled. The plan shall be in narrative form and contain sufficient detail to render it suitable for use by future maintenance and repair personnel, whether tradesmen, or of engineering background, not necessarily familiar with this contract. The term "status" as indicated below must include due date and whether item has been submitted or was accomplished. Warranty information made available during the construction phase must be submitted to the Contracting Officer for approval prior to each monthly pay estimate . Assemble approved information in a binder and turn over to the Government upon acceptance of the work. The construction warranty period will begin on the date of project acceptance and continue for the full product warranty period.

Include within the warranty management plan, but not limited to, the following:

a. Roles and responsibilities of all personnel associated with the warranty process, including points of contact and telephone numbers within the organizations of the Contractors, subcontractors, manufacturers or suppliers involved.

b. Listing and status of delivery of all Certificates of Warranty for extended warranty items.

c. A list for each warranted equipment, item, feature of construction or system indicating:

(1) Name of item.

SECTION 01 78 00.00 28 Page 4

(2) Model and serial numbers.

(3) Location where installed.

(4) Name and phone numbers of manufacturers or suppliers.

(5) Names, addresses and telephone numbers of sources of spare parts.

(6) Warranties and terms of warranty. Include one-year overall warranty of construction . Items which have extended warranties must be indicated with separate warranty expiration dates.

(7) Cross-reference to warranty certificates as applicable.

(8) Starting point and duration of warranty period.

(9) Summary of maintenance procedures required to continue the warranty in force.

(10) Cross-reference to specific pertinent Operation and Maintenance Manuals.

(11) Organization, names and phone numbers of persons to call for warranty service.

(12) Typical response time and repair time expected for various warranted equipment.

d. Procedure and status of tagging of all equipment covered by extended warranties.

e. Copies of instructions to be posted near selected pieces of equipment where operation is critical for warranty and/or safety reasons.

3.1.2 Pre-Warranty Conference

Prior to contract completion, and at a time designated by the Contracting Officer, meet with the Contracting Officer to develop a mutual understanding with respect to the requirements of this SECTION.

Communication procedures for Contractor notification of construction warranty defects, priorities with respect to the type of defect, reasonable time required for Contractor response, and other details deemed necessary by the Contracting Officer for the execution of the construction warranty will be established/reviewed at this meeting. In connection with these requirements and at the time of the Contractor's quality control completion inspection, furnish the name, telephone number and address of a licensed and bonded company which is authorized to initiate and pursue construction warranty work action on behalf of the Contractor. This point of contact shall be located within the local service area of the warranted construction, be continuously available, and be responsive to Government inquiry on warranty work action and status. This requirement does not relieve the Contractor of any of its responsibilities in connection with other portions of this provision.

3.1.3 Contractor's Response to Construction Warranty Service Requirements

Following oral or written notification by the Contracting Officer, respond

SECTION 01 78 00.00 28 Page 5 to construction warranty service requirements in accordance with the " Construction Warranty Service Priority List" and the three (3) categories of priorities listed below. Submit a report on any warranty item that has been repaired during the warranty period. Include within the report the cause of the problem, date reported, corrective action taken, and when the repair was completed. If the Contractor does not perform the construction warranty within the timeframes specified, the Government will perform the work and back charge the Contractor in accordance with FAR 52.246-21 Warranty of Construction.

a. First Priority Code 1. Perform onsite inspection to evaluate situation, and determine course of action within 24 hours of notification and work continuously to completion or relief.

b. Second Priority Code 2. Perform onsite inspection to evaluate situation, and determine course of action within 7 calendar days of notification and work continuously to completion or relief.

d. The " Construction Warranty Service Priority List" is as follows:

(1) Code 1 -

Variable Frequency Drives (VFDs) Hoist Drive Motors Brakes Programmable Logic Controller (PLC) Instrumentation Human Machine Interfaces (HMI) Network Switch Control Panels

(2) Code 2 - All other items

3.1.4 Warranty Tags

At the time of installation, tag each warranted item with an UL certified anodized aluminum industrial strength, oil resistant, adhesive label approved by the Contracting Officer. Submit a mock up sample of the warranty tag for approval. Coordinate with the Contracting Officer the location of warranty tags on equipment. The date of acceptance and the QC signature must remain blank until the project is accepted for beneficial occupancy. Show the following information on the tag.

a. Type of product/material_____________________________________.

b. Model number_________________________________________________.

c. Serial number________________________________________________.

d. Contract number______________________________________________.

e. Warranty period___________from___________to__________________.

f. Inspector's signature________________________________________.

g. Contractor____________________________________________________.

SECTION 01 78 00.00 28 Page 6

Address______________________________________________________.

Telephone number_____________________________________________.

h. Warranty contact_____________________________________________.

Address______________________________________________________.

Telephone number_____________________________________________.

i. Warranty response time priority code_________________________.

j. WARNING - PROJECT PERSONNEL TO PERFORM ONLY OPERATIONAL MAINTENANCE

DURING THE WARRANTY PERIOD.

3.2 FINAL SHOP DRAWINGS

a. Upon completion of the work under this contract, submit for review and approval by the Contracting Officer, a copy, in ADOBE .pdf, of the final SHOP DRAWINGS. All drawings submitted to the Contracting Officer shall be in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES, paragraph "Format for SD-02 Shop Drawings". The drawings shall show all changes and revisions, including any field changes, made up to the time that the work is completed and accepted.

b. Submit Final Shop Drawings, meeting requirements of SECTION 01 33 00 SUBMITTAL PROCEDURES, paragraph "CAD File Requirements".

c. The shop drawings are not required to comply with A/E/C CAD and Graphic Standards.

d. Furnish a complete set of Shop Drawings in Bentley DGN format for all Shop drawings produced by the Contractor in performance of this contract. Submittal of concrete placement drawings, concrete reinforcement drawings, and concrete formwork drawings are not required.

e. Furnish an index drawing for all Shop drawing submittal sets.

Index shall include the following for each Shop drawing:

1. Sheet Number.

2. File Number.

3. Drawing Title.

4. CAD File Name.

f. Furnish an electronic spread sheet of the index to include all information specified in SECTION 01 33 00 SUBMITTAL PROCEDURES paragraph "Format for SD-02 Shop Drawings". Spread sheet shall be compatible with Microsoft Excel.

3.3 AS-BUILT DRAWINGS

Maintain a current and accurate record of the work as actually constructed in the form of working as-built drawings.

a. Mark as-built conditions on the contract drawings to show all work

SECTION 01 78 00.00 28 Page 7 performed by the Contractor.

b. As-built drawings shall incorporate all VARIATIONS from the design and modifications to the contract, however minor. Blue color shall be used to mark information added to the drawings and red color shall be used to mark information deleted from the drawings.

c. Contract drawings shall be maintained on-site during construction .

The completeness and accuracy of the marked as-built drawings must be verified by Government Quality Assurance personnel prior to submission of progress payment requests. All variations shall be noted on the updated As-Built drawings.

3.3.1 Submission of Working As-Built Drawings

Prior to demobilizing from the project, the Contractor shall provide one ADOBE .pdf copy of the working as-built drawings to the Contracting Officer showing the color markups.

3.4 FINAL AS-BUILT DRAWINGS

At the completion of the work, submit, in accordance with FAR CLAUSE 52.211-10, a copy of the Final As-Built Drawings, after all As-Built conditions from the working as-built drawings have been incorporated in the CAD drawings. Submit in ADOBE .pdf format.

In preparation for submitting Record Drawings, once the Final As-Built Drawings are approved, populate the CAD File Status Field with "Record Drawing" to comply with the A/E/C Graphic Standards ERDC/ITL TR-19-6 , Border Sheet Status Section.

3.5 FINAL MODEL FILES

At the completion of the work, the Contractor shall submit all drawing source files, databases, libraries and project files that were used to develop the electrical drawings.

3.6 RECORD DRAWINGS - CAD FILES

After approval of the final As-Built Drawings submittal, the Contractor shall create the CAD Record Drawings to update the Contract Drawings with the as-built conditions. The Record Drawing files shall be in the same drawing format as initially provided by the Government. The Government will provide all original CAD files of the contract drawings, in Bentley DGN format.

3.6.1 Drawing Submittal Requirements

Record Drawings submittal shall meet requirements of SECTION 01 33 00 SUBMITTAL PROCEDURES, paragraph "CAD File Requirements". Submittal of concrete placement drawings, concrete reinforcement drawings, and concrete formwork drawings are not required.

3.7 SUPERSEDED AND/OR OBSOLETE FIO OR RESOURCE DRAWINGS

Identify FIO or Resource drawings which are superseded and/or obsolete.

Mark superseded drawings with a red X across the entire drawing and the word "SUPERSEDED" in red across the title block. Mark obsolete drawings

SECTION 01 78 00.00 28 Page 8 with a red X across the entire drawing and the word "OBSOLETE" in red across the title block. Make an additional note on the superseded drawing giving the file number of the drawing that has replaced the superseded drawing, if applicable. For both superseded and obsolete drawings, draw a red line through the name of the drawing on the contract drawing index sheet.

3.8 GOVERNMENT ISSUED ITEMS

Return to the Government all items issued to the Contractor from the Government, including but not limited to the following: keys, ID and security badges, radios, pagers, and excess/unused Government Furnished Property/Equipment . Submit documentation signed by the Contractor and Contracting Officer indicating items have been returned or fully accounted for. Format of submittal will be discussed and agreed upon at the Pre-Work Meeting.

-- End of Section --

SECTION 01 78 00.00 28 Page 9

SECTION TABLE OF CONTENTS

DIVISION 13 - SPECIAL CONSTRUCTION

SECTION 13 34 23.00 28

PREFABRICATED STRUCTURES (CONTROL STANDS)

PART 1 GENERAL

1.1 SUMMARY

1.2 REFERENCES

1.3 GENERAL REQUIREMENTS

1.3.1 Structural Performance

1.3.1.1 Design Loads

1.3.1.2 Live Loads

1.3.1.3 Roof Snow Loads

1.3.1.4 Wind Loads

1.3.2 Seismic Performance

1.3.3 Installation Plan

1.4 SYSTEM DESCRIPTION

1.4.1 Eave Height

1.4.2 Roof Slope

1.4.3 Roof System

1.4.4 Exterior Wall System

1.5 SUBMITTALS

1.6 QUALITY ASSURANCE

1.6.1 Pre-Erection Conference

1.6.2 Manufacturer's Qualifications

1.6.3 Design Drawings

1.6.4 Single Source

1.6.5 Cold-Formed Steel

1.6.6 Finishes

1.7 SHIPPING, HANDLING AND STORAGE

1.7.1 Delivery

1.8 PROJECT CONDITIONS

1.8.1 Field Measurements

1.8.1.1 Established Dimensions for Foundations

1.9 COORDINATION

1.10 WARRANTY

1.10.1 Prime Contractor's Weathertightness Warranty

PART 2 PRODUCTS

2.1 STRUCTURAL DESIGN REQUIREMENTS

2.1.1 Foundations

2.1.2 Control Stand Dimensions

2.1.3 Roof Construction

2.1.4 Wall Construction

2.1.5 Interior Finish

2.1.6 Glazing for Windows & Doors

2.1.7 Door

2.1.7.1 Insulated Steel Security Doors

2.1.7.2 Moldings

SECTION 13 34 23.00 28 Page 1

2.1.8 Steel Door Frame

2.1.8.1 Welded Frame

2.1.8.2 Stops and Beads

2.1.9 Factory-Applied Enamel Finish

2.1.10 Door Hardware

2.1.10.1 Hinges

2.1.10.2 Electrical Hinges

2.1.10.3 High Security Closers

2.1.10.4 Locks and Latches

2.1.10.5 Door Bolts

2.1.10.6 Weatherstripping Gasketing

2.1.10.7 Sizes of Armor Plates

2.1.10.8 Door Bottom

2.1.10.9 Thresholds

2.2 COLOR

2.3 HARDWARE SET

2.4 METAL STAIR SYSTEM (FOR 2-STORY CONTROL STAND)

2.4.1 General Fabrication

2.4.2 Steel Stairs

2.4.3 Stair Landings

2.4.4 Design Loads

2.4.5 Stair and landing Design Calculations

2.5 ELECTRICAL SYSTEM

2.5.1 Packaged Heating, Ventalation, and Air Conditioning (HVAC)

2.6 SHEET METAL FLASHING AND TRIM

2.6.1 Fabrication

PART 3 EXECUTION

3.1 INSTALLATION

3.2 EXAMINATION

3.3 FLASHING, TRIM AND CLOSURE INSTALLATION

3.4 ACCESSORY INSTALLATION

3.4.1 General

3.4.2 Dissimilar Metals

3.4.3 Gutters and Downspouts

3.5 CLEAN-UP AND PROTECTION

3.5.1 Touch-Up Painting

3.6 WARRANTY

3.6.1 MANUFACTURER'S WARRANTY

3.6.2 CONTRACTOR'S WARRANTY for INSTALLATION

SECTION 13 34 23.00 28 Page 2

SECTION 13 34 23.00 28

PREFABRICATED STRUCTURES (CONTROL STANDS)

PART 1 GENERAL

1.1 SUMMARY

Provide all labor, equipment and materials to furnish two (2) prefabricated steel navigation lock control stand structures as follows:

a. Navigation Lock Control Stand - Downstream: 1-story

b. Navigation Lock Control Stand - Upstream: 2-story, with stair assembly

1.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN CONCRETE INSTITUTE (ACI)

ACI 318 (2014; Errata 1-2 2014; Errata 3-5 2015;

Errata 6 2016; Errata 7-9 2017) Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14)

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 341 (2016) Seismic Provisions for Structural Steel Buildings

AISC 360 (2016) Specification for Structural Steel Buildings

AMERICAN IRON AND STEEL INSTITUTE (AISI)

AISC/AISI 121 (2007) Standard Definitions for Use in the Design of Steel Structures

AISI SG03-3 (2002; Suppl 2001-2004; R 2008) Cold-Formed Steel Design Manual Set

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7 (2016) Minimum Design Loads for Buildings and Other Structures

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

ASHRAE 90.1 - IP (2019; Errata 1 2019; Errata 2-6 2020;

Addenda BY-CP 2020; Addenda AF-DB 2020;

Addenda A-G 2020; Addenda F-Y 2021;

Errata 7-8 2021; Interpretation 1-4 2020;

SECTION 13 34 23.00 28 Page 3

Interpretation 5-8 2021; Addenda AS-CB 2022) Energy Standard for Buildings Except Low-Rise Residential Buildings

ASTM INTERNATIONAL (ASTM)

ASTM A653/A653M (2020) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

ASTM A792/A792M (2021a) Standard Specification for Steel Sheet, 55% Aluminum-Zinc Alloy-Coated by the Hot-Dip Process

ASTM C591 (2015) Standard Specification for Unfaced Preformed Rigid Cellular Polyisocyanurate Thermal Insulation

ASTM E1592 (2005; R 2012) Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference

ASTM E283 (2004; R 2012) Determining the Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen

ASTM E96/E96M (2016) Standard Test Methods for Water Vapor Transmission of Materials

BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA)

ANSI/BHMA A156.1 (2013) Butts and Hinges

ANSI/BHMA A156.2 (2011) Bored and Preassembled Locks and Latches

ANSI/BHMA A156.4 (2013) Door Controls - Closers

ANSI/BHMA A156.13 (2012) Mortise Locks & Latches Series 1000

ANSI/BHMA A156.16 (2013) Auxiliary Hardware

ANSI/BHMA A156.21 (2014) Thresholds

ANSI/BHMA A156.22 (2012) Door Gasketing and Edge Seal Systems

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2018) International Building Code

NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS (NAAMM)

NAAMM AMP 500 (2006) Metal Finishes Manual

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910-SUBPART D Walking - Working Surfaces

SECTION 13 34 23.00 28 Page 4

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2014; AMD 1 2013; Errata 1 2013; AMD 2 2013; Errata 2 2013; AMD 3 2014; Errata 3-4 2014; AMD 4-6 2014) National Electrical Code

STEEL DOOR INSTITUTE (SDI/DOOR)

SDI/DOOR A250.3 (2007; R 2011) Test Procedure and Acceptance Criteria for Factory Applied Finish Painted Steel Surfaces for Steel Doors and Frames

SDI/DOOR A250.4 (2011) Test Procedure and Acceptance Criteria for Physical Endurance for Steel Doors and Hardware Reinforcing

SDI/DOOR A250.8 (2003; R2008) Recommended Specifications for Standard Steel Doors and Frames

SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION

(SMACNA)

SMACNA 1793 (2012) Architectural Sheet Metal Manual, 7th Edition

STEEL WINDOW INSTITUTE (SWI)

SWI AGSW (2002) Architect's Guide to Steel Windows

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

UNDERWRITERS LABORATORIES (UL)

UL 580 (2006; Reprint Oct 2013) Tests for Uplift Resistance of Roof Assemblies

1.3 GENERAL REQUIREMENTS

1.3.1 Structural Performance

Provide prefabricated steel structures capable of withstanding the effects of gravity loads and the following loads and stresses within the limits and conditions indicated.

1.3.1.1 Design Loads

Conform to the requirements of ASCE 7 and the building code applicable to the project geographical location.

1.3.1.2 Live Loads

Include all vertical loads induced by the building occupancy indicated on the drawings, as well as loads induced by maintenance workers, materials

SECTION 13 34 23.00 28 Page 5 and equipment for roof live loads. These structures will be considered as Risk Catergory IV.

1.3.1.3 Roof Snow Loads

Include vertical loads induced by the ground snow load at the project site of 35 psf. Allow for unbalanced and drift loads.

1.3.1.4 Wind Loads

Include horizontal loads induced by a basic wind speed Project site of base wind speed of 110 mph. Use surface roughness category D, flat unobstructed area and water surface. Use Exposure Category D. Note the building are located on top of a navigation lock inline with the Columbia River. There is no real obstacle to block wind before reaching the buildings. When the wind goes from west to east, there is about a 100 foot elevation gain.

1.3.2 Seismic Performance

Design and engineer prefabricated steel structures capable of withstanding the effects of earthquake motions determined according to ASCE 7, AISC 341 , and the applicable portions of the building code in the geographic area where the construction will take place. The soil class B, rock. These structures are considered risk category IV.

1.3.3 Installation Plan

Provide plans and a written installation/lifting procedure with required plans clearly showing the intended sequence and method of erection in accordance with EM 385-1-1 "Safety - Safety and Health Requirements".

Indicate required crane lifting requirements.

1.4 SYSTEM DESCRIPTION

General: Provide a complete, integrated set of mutually dependent components and assemblies that form a metal building system capable of withstanding structural and other loads, thermally induced movement, and exposure to weather without failure or infiltration of water into building interior. Include primary and secondary framing, metal roof panels, metal wall panels, and accessories complying with requirements indicated.

Provide metal building system of size and with spacing, slopes, and spans indicated.

1.4.1 Eave Height

Eave height must be Manufacturer's standard height, as indicated by nominal height on Drawings.

1.4.2 Roof Slope

Roof slope must be as indicated.

1.4.3 Roof System

Provide manufacturer's standard vertical-rib, standing-seam metal roof panels with insulation or foam-insulation core metal roof panel.

SECTION 13 34 23.00 28 Page 6

1.4.4 Exterior Wall System

Provide manufacturer's standard factory-assembled, insulated metal wall panels complete with vapor barrier conforming to ASTM E96/E96M.

1.5 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals having an "I" designation are for information only. When used, a designation following the "G" or "I" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Manufacturer's Qualifications ; G, A

SD-02 Shop Drawings

Detail Drawings ; G, A

Installation Plan ; G, ST

Metal Stair System ; G, ST

SD-03 Product Data

Manufacturer's Catalog Data ; I , A

Packaged Heating, Ventalation, And Air Conditioning (Hvac) ; G, ME

SD-04 Samples

Manufacturer's Standard Color Charts And Chips , 4 by 4 inches ; G, A

SD-05 Design Data

Manufacturer's Descriptive and Technical Literature ; G, A

Manufacturer's Building Design Analysis ; G, ST

Slab Calculations ; G, S

Stair And Landing Design Calculations ; G, ST

SD-06 Test Reports

Factory Color Finish Performance Requirements ; I , A

SD-07 Certificates

System Components ; I , A

Closer Warranty ; I, A

SD-08 Manufacturer's Instructions

Shipping, Handling and Storage ; G, A

SECTION 13 34 23.00 28 Page 7

SD-11 Closeout Submittals

Manufacturer's Warranty ; G, A

Contractor's Warranty for Installation ; G, A

1.6 QUALITY ASSURANCE

1.6.1 Pre-Erection Conference

After submittals are received and approved but before metal building system work, including associated work, is performed, the Contracting Officer will hold a pre-erection conference to review the following:

a. The detail drawings, specifications, and manufacturer's descriptive and technical literature .

b. Finalize construction schedule and verify availability of materials, erector's personnel, equipment, and facilities needed to make progress and avoid delays.

c. Methods and procedures related to metal building system erection, including, but not limited to: qualification of manufacturer, manufacturer's catalog data , manufacturer's building design analysis, written instructions and test reports.

d. Support conditions for compliance with requirements, including alignment between and erection of structural members.

e. Flashing, special roofing and siding details, roof and wall penetrations, openings, and condition of other construction that will affect metal building system, including coatings and base metals, factory color finish performance requirements , system components, and certificates for coil stock. Provide prefinished metal color for roof, exterior walls, interior walls, doors and door frames.

f. Governing regulations and requirements for, certificates, insurance, tests and inspections if applicable.

g. Temporary protection requirements for metal panel assembly during and after installation.

1.6.2 Manufacturer's Qualifications

Prefabricated steel building manufacturer must have a minimum of five (5) years experience as a qualified manufacturer of portable steel buildings and accessory products. Control stand buildings shall be the product of a recognized prefabricated steel control stand manufacturer who has been in the practice of designing and manufacturing portable steel buildings for a period of not less than 5 years. The manufacturer shall be chiefly engaged in the practice of designing and fabricating prefabricated control stand structure, barriers, and similar security systems.

Provide engineering services by an authorized currently licensed engineer in the geographical area where construction will take place, having a minimum of four years experience as an engineer knowledgeable in building design analysis ASCE 7, the building code in the geographic area where the construction will take place.

SECTION 13 34 23.00 28 Page 8

Provide certified engineering calculations using the products submitted for:

a. Roof and Wall Wind Loads with basic wind speed, exposure category, co-efficient, importance factor, designate type of facility, negative pressures for each zone, methods and requirements of attachment.

b. Roof Dead and Live Loads

c. Collateral Loads

d. Foundation Loads

e. Roof Snow Load

f. Seismic Loads

1.6.3 Design Drawings

Detail drawings shall be prepared by the prefabricated steel building manufacturer.

1.6.4 Single Source

Obtain primary and secondary components and structural framing members, each type of metal roof, wall and liner panel assemblies, clips, closures and other accessories from the standard products of the single source from a single manufacturer to operate as a complete system for the intended use.

1.6.5 Cold-Formed Steel

Comply with AISC/AISI 121 and AISI SG03-3 for design requirements and allowable stresses.

1.6.6 Finishes

Comply with NAAMM AMP 500 for recommendations for applying and designating finishes.

Appearance of Finished Work: Noticeable variations in same piece are not acceptable. Variations in appearance of adjoining components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast.

1.7 SHIPPING, HANDLING AND STORAGE

1.7.1 Delivery

Package and deliver components and other manufactured items so as not to be damaged or deformed and protected during transportation and handling.

Navigation lock control stands must be delivered to the site in a dry and undamaged condition and stored out of contact with the ground.

SECTION 13 34 23.00 28 Page 9

1.8 PROJECT CONDITIONS

1.8.1 Field Measurements

1.8.1.1 Established Dimensions for Foundations

Comply with established dimensions on approved anchor-bolt plans, established foundation dimensions, and proceed with fabricating structural framing. Do not proceed without verifying field measurements. Coordinate anchor-bolt installation to ensure that actual anchorage dimensions correspond to established dimensions.

1.9 COORDINATION

Coordinate size and location of concrete foundations and casting of anchor-bolt inserts into foundation slab. Concrete, reinforcement, and formwork requirements are specified in section on CAST-IN-PLACE CONCRETE.

1.10 WARRANTY

The control stand buildings and related components provided as part of the system shall be warranted as described below against material and workmanship deficiencies, system deterioration caused by ordinary exposure to the…