14-RF2-010_Specs_a.pdf

Neal Smith NWR Office Heat Pump Replacement and Building

Automation Upgrade Prairie City, Iowa

United States Department of the Interior

Fish and Wildlife Service

Division of Engineering Midwest Region, Bloomington, MN 55437-1458

Phase II – January, 6th 2015

PROJECT MANUAL

Neal Smith – Office HVAC Improvements 000110 - 1 TABLE OF CONTENTS and BAS Upgrade

SECTION 00 0110

TABLE OF CONTENTS

DIVISION 00 – PROJECT MANUAL INFORMATION AND REPORTS

00 0110 Table of Contents

DIVISION 01 – GENERAL REQUIREMENTS

01 1000 Summary of Work 01 3000 Construction Administration Requirements 01 3100 Project Coordination 01 3216 Construction Progress Schedule 01 4000 Quality Requirements 01 4213 Abbreviations and Acronyms 01 4216 Definitions 01 4219 Reference Standards 01 5000 Temporary Facilities and Controls 01 5213 Field Offices and Sheds 01 6000 Product Requirements 01 7000 Execution and Closeout Requirements 01 7800 Closeout Submittals 01 7900 Demonstration and Training

DIVISION 02 – EXISTING CONDITIONS

02 2220 Selective Demolition

DIVISION 23 – MECHANICAL

23 0519 Meters and Gages for HVAC Piping 23 0523 General-Duty Valves for HVAC Piping 23 0553 Identification for HVAC Piping and Equipment 23 0593 Testing, Adjusting, and Balancing for HVAC 23 0713 Duct Insulation 23 0716 HVAC Equipment Insulation 23 0719 HVAC Piping Insulation 23 0900 Instrumentation and Control for HVAC 23 0993 Sequence of Operations for HVAC Controls 23 2113 Hydronic Piping 23 2116 Hydronic Piping Specialties 23 2123 Hydronic Pumps 23 2513 Water Treatment for Closed-Loop Hydronic Systems 23 3113 Metal Ducts 23 3600 Air Terminal Units 23 8146.13 Water-to-Air Heat Pumps

Neal Smith – Office HVAC Improvements 000110 - 2 TABLE OF CONTENTS

DIVISION 26 – ELECTRICAL

26 0000 Electrical General Requirements 26 0500 Electrical Materials and Methods 26 0519 Conductors and Cable 26 0526 Grounding and Bonding 26 0533 Raceways 26 0534 Boxes 26 0553 Identification for Electrical Systems 26 2213 Low Voltage Transformers 26 2416 Panelboards 26 2813 Fuses 26 2816 Enclosed Switches and Circuit Breakers

END OF TABLE OF CONTENTS

SECTION 01 1000

SUMMARY OF THE WORK

PART 1 - GENERAL

1.1 PROJECT TITLE: Neal Smith NWR – Office HVAC Improvements and BAS Upgrade

1.2 WORK UNDER THESE SPECIFICATIONS:

Contractor shall furnish all materials, labor and equipment for the work as described in the Drawings and Specifications.

1. Base Bid - The contractor shall provide all the labor and material as outlined in the specification and contract documents to provide the following;

a. Contractor to remove and replace heat pumps, controls, and piping as described in contract document.

b. All the electrical work associated with the heat pump, pump, humidifier and VAV replacement.

d. Refill and test glycol in well field after work is complete and provide additional fluid as required.

e. Provide BAS system and graphics for entire building. Tie into DDC controllers provided under Phase I and incorporate into a fully functional BAS. Remove and replace any original BAS controllers and sensors and incorporate into new BAS system.

2. Refer to Contract Documents for description of bidding schedule and requirements.

1.3 PERFORMANCE PERIOD

The performance period allowed for the construction of this project is 100 calendar days. This includes weekends, holidays, and average/normal inclement weather.

1.4 LOCATION AND INSPECTION OF SITE

A. The work site is located at Neal Smith National Wildlife Refuge near Prairie City, Iowa.

The mailing address is shown on the Solicitation, Offer, and Award (Standard Forms 1442 or, 18 block 9) as attached to this Invitation. The Station Manager may be contacted for further information at the above referenced address, by telephone at 515-994-3400 or e-mail Lance_Koch@fws.gov.

B. All prospective bidders/quoters, contractors, subcontractors, and related persons are encouraged to visit the site(s) of the proposed Work and to assess the location(s) and extent of the Work prior to submitting bids/quotes. Persons may inspect the site by contacting the Station Manager.

1.5 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION

A. Exact location of all affected utilities will be the responsibility of the contractor. Drawings may not completely show all utilities. Site verification is required in addition to contacting any local authorities and utility companies to determine exact locations of utilities.

B. In case of difference between drawings and specifications, the specifications shall govern.

1.6 WORK NOT INCLUDED IN THIS CONTRACT

A. All items indicated "NIC" on drawings or in specifications are items not included in this contract.

Neal Smith NWR – 01-1000 - 1 SUMMARY OF WORK Office HVAC Improvements & BAS Upgrade

B. Work in place is generally shown as "Existing" on the Contract Drawings.

C. Work to be performed under other contracts and not included as part of this contract is generally shown as "By Others" on the Contract Drawings.

1.7 ITEMS PROVIDED BY THE GOVERNMENT

A. Work to be accomplished by the Government or manufactured items to be provided by the Government are generally shown as "GFGI" on the Contract Drawings.

1. Unless specifically provided herein, no materials or equipment shall be furnished by the Government under this Contract.

1.8 TEMPORARY FACILITIES

A. Maintain and restore all government roads, service areas and utilities used to pre-construction condition.

B. Temporary toilet facilities must be provided.

1.9 SITE ACCESS AND RIGHT OF WAY

A. The construction access limits on Government property will be established by the Government and the Contractor shall be responsible for complying with these limits and governing all work accordingly. All temporary access roads shall be removed following work completion unless directed otherwise by the Contracting Officer.

B. All bidders are reminded that they are responsible for contacting the local entity such as township, county, or state having jurisdiction in the project vicinity to insure bidders/quoters are aware of any requirements of the local entity. These requirements are between the entity and the bidder. Load limits and other restrictions shall be obeyed. If the Contractor proposes to cross private property, permission must be obtained from the owner to use private property or roads in the conduct of the Work.

C. Work scheduled on Saturdays, Sundays, Federal Holidays or other than normal working hours shall be approved in advance by the Government.

1.10 SAFETY - In addition to FAR 52.236-13 Accident Prevention

A. Contractor shall fill out and submit the “Preconstruction Safety Checklist” to the Contracting Officer (CO) prior to beginning construction.

B. The contractor shall designate a safety officer to ensure a safe work site. The safety officer shall perform daily work site inspections to assure compliance with all safety regulations and standards.

C. The Contractor’s Safety Plan shall be available on-site. The Contractor shall provide

Material Safety Data Sheets (MSDS) for all hazardous materials brought on-site. MSDS shall be made available in a conspicuous location and one (1) copy provided to the Government.

D. All equipment and work activities shall comply with OSHA Regulations and all accidents incidental to work performed under this contract shall be reported in accordance with OSHA reporting requirements. Additionally a copy of the accident report shall be provided to the Contracting Officer.

Neal Smith NWR – 011000 - 2 SUMMARY OF WORK

E. The contractor shall provide and install barricades, signs, or other warning devices to delineate the construction area and restrict public access to the construction site. Follow Manual of Uniform Traffic Control Devices (MUTCD).

F. Provide at least one non-freezing-type fire extinguisher in each workshop and shed used for storage of materials on the premises. Place in location readily accessible to workers.

G. Provide at least one non-freezing-type fire extinguisher of the appropriate class for each group of workers performing flammable procedures.

H. Provide and maintain a basic first aid kit for use of workers.

(a) Provide first aid supply commensurate with size of project with items necessary for first aid treatment of all injuries. The first aid supply shall include items identified on MSDS (see paragraph B of this section) in applicable locations.

(b) Advise all workers of the location of first aid supplies.

(c) Post telephone numbers of nearest hospital or ambulance service and fire station in conspicuous location. Advise all workers of location of telephone numbers.

I. Provide necessary Personnel Protective Equipment (PPE) as identified by MSDS and

OSHA regulations. Provide documentation, workers have been trained in use of PPE prior to individual use.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (Not Applicable)

END OF SECTION

Neal Smith NWR – 011000 - 3 SUMMARY OF WORK

SECTION 01-3000

CONSTRUCTION ADMINISTRATION REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Electronic document submittal.

B. Preconstruction meeting.

C. Progress meetings.

D. Progress photographs.

E. Coordination drawings.

F. Submittals for review, information, and project closeout.

G. Number of copies of submittals.

H. Submittal procedures.

1.02 RELATED REQUIREMENTS

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

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

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

1.03 PROJECT COORDINATION

A. Project Coordinator: COTR.

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

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

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

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

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

G. Make the following types of submittals to COTR:

1. Requests for interpretation.

2. Requests for substitution.

3. Shop drawings, product data, and samples.

4. Test and inspection reports.

5. Design data.

6. Manufacturer's instructions and field reports.

7. Applications for payment and change order requests.

8. Progress schedules.

9. Coordination drawings.

10. Closeout submittals.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 ELECTRONIC DOCUMENT SUBMITTAL

A. All documents transmitted for purposes of administration of the contract are to be in electronic (PDF) format and transmitted via email.

Neal Smith NWR - 013000 - 1 CONSTRUCTION ADMINISTRATION Office HVAC Improvements REQUIREMENTS

Neal Smith NWR - 013000 - 2 CONSTRUCTION ADMINISTRATION

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1. Besides submittals for review, information, and closeout, this procedure applies to requests for information (RFIs), progress documentation, contract modification documents (e.g. supplementary instructions, change proposals, change orders), applications for payment, field reports and meeting minutes, and any other document any participant wishes to make part of the project record.

2. It is Contractor's responsibility to submit documents in PDF format.

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

3.02 PRECONSTRUCTION MEETING

A. COTR will schedule a meeting after Notice of Award.

B. Attendance Required:

1. COTR.

2. Prime Contractor.

3. Major Sub-Contractors.

4. Center Staff.

C. Agenda:

1. Execution of Contracts.

2. Submission of executed bonds and insurance certificates.

3. Distribution of Contract Documents.

4. Submission of list of Subcontractors, schedule of values, and progress schedule.

5. Designation of personnel representing the parties to Contractor and COTR.

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

7. Scheduling.

D. Record minutes and distribute copies within two days after meeting to participants, with two copies to COTR, participants, and those affected by decisions made.

3.03 CONSTRUCTION PROGRESS SCHEDULE - SEE SECTION 01-3216

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

B. If preliminary schedule requires revision after review, submit revised schedule within 10 days.

C. Within 20 days after review of preliminary schedule, submit draft of proposed complete schedule for review.

1. Include written certification that major contractors have reviewed and accepted proposed schedule.

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

E. Submit updated schedule with each Application for Payment.

3.04 SUBMITTALS FOR REVIEW

A. When the following are specified in individual sections, submit them for review 30 days from contract award:

1. Product data.

2. Shop drawings.

3. Samples for selection.

4. Samples for verification.

B. Submit to COTR for review for the limited purpose of checking for conformance with information given and the design concept expressed in the contract documents.

C. Samples will be reviewed only for aesthetic, color, or finish selection.

Neal Smith NWR - 013000 - 3 CONSTRUCTION ADMINISTRATION

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D. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article below and for record documents purposes described in Section 01-7800 - CLOSEOUT

SUBMITTALS.

3.05 SUBMITTALS FOR INFORMATION

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

1. Design data.

2. Certificates.

3. Test reports.

4. Inspection reports.

5. Manufacturer's instructions.

6. Manufacturer's field reports.

7. Other types indicated.

B. Submit for COTR's knowledge as contract administrator or for US Fish And Wildlife Service.

3.06 SUBMITTALS FOR PROJECT CLOSEOUT

A. When the following are specified in individual sections, submit them prior to final inspection:

1. Project record documents.

2. Operation and maintenance data.

3. Warranties.

4. Bonds.

5. Other types as indicated.

B. Submit for US Fish And Wildlife Service's benefit during and after project completion.

3.07 NUMBER OF COPIES OF SUBMITTALS

A. Record Documents:

1. Small Size Sheets, Not Larger Than 8-1/2 x 11 inches: Submit the number of copies that Contractor requires, plus two copies that will be retained by COTR.

2. Larger Sheets, Not Larger Than 36 x 48 inches: Submit the number of opaque reproductions that Contractor requires, plus two copies that will be retained by COTR.

B. Documents for Information: Submit electronic documents.

C. Documents for Project Closeout: Make two reproductions of submittal originally reviewed.

Submit two extra of submittals for information.

D. Samples: Submit the number specified in individual specification sections; two of which will be retained by COTR.

1. After review, produce duplicates.

2. Retained samples will not be returned to Contractor unless specifically so stated.

3.08 ELECTRONIC SUBMITTAL PROCEDURES

A. Transmit each electronic submittal with approved form.

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

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

D. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of Products required, field dimensions, adjacent construction Work, and coordination of information is in accordance with the requirements of the Work and Contract Documents.

E. Electronically send submittals to the Engineer.

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

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

Neal Smith NWR - 013000 - 4 CONSTRUCTION ADMINISTRATION

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

I. Provide space for Contractor, Engineer/Architect and COTR review stamps.

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

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

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

Neal Smith NWR - 013100 - 1 PROJECT COORDINATION Office HVAC Improvements & BAS Upgrade

SECTION 01 3100

PROJECT COORDINATION

PART 1 - GENERAL

1.1 Jobsite Administration - Superintendence, Subcontract administration and Quality

Control, is the responsibility of the Contractor.

A. Final decisions relative to items in conflict shall be made by the Contracting Officer.

B. The Government shall have the authority to temporarily suspend the Work for such time as necessary because of the failure on the part of the Contractor to perform any of the provisions of the Contract. No extension of contract performance time will be permitted until the Government determines that the defi-ciencies in performance, which caused the temporary suspension, have been corrected.

C. The Contractor shall have responsible superintendence on site during all project operations. Contractor shall notify Government of any changes of superintendents.

D. The Contractor shall notify the COR at least ten (10) days prior to the anticipated date of completion of all Work specified herein. Upon completion of the Work, the COR shall proceed with the final inspection which shall be completed as promptly as practicable. The time required for such inspection and for performing any corrective Work shall be included in the contract performance time.

1.2 Modification/Change Order procedures

A. In the event of the need for a Change Order, the Contractor will receive a letter requesting a price quote for proposed changes to the Contract.

B. For evaluation purposes, the Contractor's quote shall be broken down to show the costs of labor and materials for each proposed category of Work included with the change, along with the total cost for Contractor's overhead, profit, and bond for the proposed changes.

C. All Contract time extensions required as a result of a proposed change must be justified and supported in detail at the time of the proposal.

1.3 Preconstruction Conference

A. Soon after award of the Contract and prior to commencing construction, the Contractor and any subcontractors shall attend a preconstruction conference with representatives of the Government. Timely notification of the meeting will be given to the Contractor. Time, date, and place of the conference will be determined by the Contracting Officer. Requirements pertaining to Contract administration, construction operations and the project schedule will be

Neal Smith NWR - 013100 - 2 PROJECT COORDINATION Office HVAC Improvements & BAS Upgrade discussed. The project schedule shall be in accordance with Section 01 3216.

The Preconstruction Safety Checklist shall be submitted for review during this conference.

1.4 Progress Meetings

A. Periodic general project meetings will be conducted with a representative of the Contractor at the project site or by telephone by the Government's representative for the purpose of coordinating, expediting, and assessing the work progress.

B. The Contractor shall provide reports of progress on the project, discuss the work schedule for the coming period and present all conflicts, discrepancies or other difficulties for resolution. A record of discussions and decisions will be prepared by the Contractor and distributed to those attending and others affected.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (not Applicable)

Office HVAC Improvements 01-3216 - 1 CONSTRUCTION PROGRESS SCHEDULE

SECTION 01-3216

CONSTRUCTION PROGRESS SCHEDULE

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Preliminary schedule.

1.02 RELATED SECTIONS

A. Section 01-3000 - Construction Administration Requirements

1.03 SUBMITTALS

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

B. If preliminary schedule requires revision after review, submit revised schedule within 10 days.

C. Within 20 days after review of preliminary schedule, submit draft of proposed complete schedule for review.

1. Include written certification that major Subcontractors have reviewed and accepted proposed schedule.

D. Submit updated schedule with each Application for Payment.

1.04 SCHEDULE FORMAT

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

B. Scale and Spacing: To allow for notations and revisions.

1.05 CONTRACT TIME

A. Some minor adjustments in start times might be possible for the various portions of the work.

Coordination of work must be completed with Visitor Center Staff.

B. If the delivery time for any material and/or equipment called for on the drawings or specified herein, is anticipated by a bidder to be a problem in regard to meeting the Construction Progress Schedule, such bidder is asked to contact the COTR immediately so a change, if required, can be made to maintain the Schedule.

C. The Contractor is required to submit any required Shop Drawings within 30 days after award of contract in order to expedite the work as much as can be done.

PART 2 PRODUCTS - NOT USED

Office HVAC Improvements 01-3216 - 2 CONSTRUCTION PROGRESS SCHEDULE

PART 3 EXECUTION

3.01 ANTICIPATED PROJECT SCHEDULE, RESTRICTIONS, AND MILESTONES

A. The following schedule of Milestones assumes the contract is signed, the NTP has been issued, and requisite submittals have been approved. (Actual dates may differ based on the NTP date.)

Phase II

*** All days are additive and based on calendar days (not working days) Day 1 - (June 2015 forecasted): NTP issued and work begins within 10 calendar days, per contract Day 5 - Start-up activities underway, including: submittal posting, field mobilization, underground utility location Day 15 - Project meetings Day 30 - Field verification Day 45 - Selective demolition Day 60 - Unit installation and piping modifications Day 75 - Electrical and Controls installation Day 100 - Project completion

3.02 CONTENT

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

B. Identify each item by specification section number.

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

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

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

F. Provide legend for symbols and abbreviations used.

3.03 UPDATING SCHEDULE

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

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

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

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

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

F. Submit reports required to support recommended changes.

G. Provide narrative report to define problem areas, anticipated delays, and impact on the schedule. Report corrective action taken or proposed and its effect including the effects of changes on schedules of separate contractors.

3.04 DISTRIBUTION OF SCHEDULE

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

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

Neal Smith NWR - 014000 - 1 QUALITY REQUIREMENTS

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SECTION 01-4000

QUALITY REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Quality assurance submittals.

B. Control of installation.

C. Tolerances.

D. Testing and inspection services.

E. Manufacturers' field services.

1.02 RELATED REQUIREMENTS

A. Section 01-3000 - Construction Administration Requirements: Submittal procedures.

B. Section 01-4216 - Definitions.

C. Section 01-4219 - Reference Standards.

D. Section 01-6000 - Product Requirements: Requirements for material and product quality.

1.03 REFERENCE STANDARDS

A. ASTM C1021 - Standard Practice for Laboratories Engaged in Testing of Building Sealants.

B. ASTM C1077 - Standard Practice for Laboratories Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Laboratory Evaluation.

C. ASTM E329 - Standard Specification for Agencies Engaged Construction Inspection and/or Testing.

1.04 SUBMITTALS

A. Test Reports: After each test/inspection, promptly submit an electronic copy of report to COTR and to Contractor.

1. Include:

a. Date issued.

b. Project title and number.

c. Name of inspector.

d. Date and time of sampling or inspection.

e. Identification of product and specifications section.

f. Location in the Project.

g. Type of test/inspection.

h. Date of test/inspection.

i. Results of test/inspection.

j. Conformance with Contract Documents.

k. When requested by COTR, provide interpretation of results.

B. Certificates: When specified in individual specification sections, submit certification by the manufacturer and Contractor or installation/application subcontractor to COTR, in quantities specified for Product Data.

1. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate.

2. Certificates may be recent or previous test results on material or product, but must be acceptable to COTR.

C. Manufacturer's Instructions: When specified in individual specification sections, submit printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, for the US Fish And Wildlife Service's information. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation.

Neal Smith NWR - 014000 - 2 QUALITY REQUIREMENTS

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D. Manufacturer's Field Reports: Submit reports to COTR at the US Fish And Wildlife Service.

1. Submit electronic report within 30 days of observation to COTR for information.

2. Submit for information for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents.

1.05 REFERENCES AND STANDARDS - SEE SECTION 01-4219

PART 3 EXECUTION

2.01 CONTROL OF INSTALLATION

A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce Work of specified quality.

B. Comply with manufacturers' instructions, including each step in sequence.

C. Should manufacturers' instructions conflict with Contract Documents, request clarification from COTR before proceeding.

D. Comply with specified standards as minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.

E. Have Work performed by persons qualified to produce required and specified quality.

F. Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer.

G. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, and disfigurement.

2.02 TOLERANCES

A. Monitor fabrication and installation tolerance control of products to produce acceptable Work.

Do not permit tolerances to accumulate.

B. Comply with manufacturers' tolerances. Should manufacturers' tolerances conflict with Contract Documents, request clarification from COTR before proceeding.

C. Adjust products to appropriate dimensions; position before securing products in place.

2.03 TESTING AND INSPECTION

A. See individual specification sections for testing and inspection required.

B. Testing Agency Duties:

1. Provide qualified personnel at site. Cooperate with COTR and Site Operations in performance of services.

2. Perform specified sampling and testing of products in accordance with specified standards.

5. Submit reports of all tests/inspections specified.

C. Limits on Testing/Inspection Agency Authority:

1. Agency may not release, revoke, alter, or enlarge on requirements of Contract Documents.

2. Agency may not approve or accept any portion of the Work.

3. Agency may not assume any duties of Contractor.

4. Agency has no authority to stop the Work.

E. Re-testing required because of non-conformance to specified requirements shall be performed by the same agency on instructions by COTR.

F. Re-testing required because of non-conformance to specified requirements shall be paid for by Contractor.

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2.04 MANUFACTURERS' FIELD SERVICES

A. When specified in individual specification sections, require material or product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, start-up of equipment, test, adjust and balance of equipment as applicable, and to initiate instructions when necessary.

B. Report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions.

2.05 DEFECT ASSESSMENT

A. Replace Work or portions of the Work not conforming to specified requirements.

Neal Smith NWR - Office HVAC Improvements 01-4213- 1 ABBREVIATIONS AND ACRONYMS & BAS Upgrade

SECTION 01-4213

ABBREVIATIONS AND ACRONYMS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Basic definitions relating to standard abbreviations and acronyms referenced throughout the contract documents.

B. Where no definition is given for an abbreviation or acronym referenced in the contract documents the industry standard definition shall apply. Where an industry standard definition does not exist the Merriam-Webster definition shall apply. Where a Merriam-Webster definition does not exist the COTR shall interpret and determine the applicable definition.

1.02 DEFINITIONS

@ At BRKT Bracket CORR Corridor AB Anchor bolt BSMT Basement CR Cold rolled AC Acoustic BTW Between CSMT Casement A/C Air conditioner(ing) BUR Built-up roofing CT Ceramic tile ACB Acoustic ceiling board C Channel CTR. Center/ counter

ACOUS Acoustical CAB Cabinet CTSK Countersink(sunk) ACRY Acrylic CPT Carpet CUST Custodian AD Access door CSNG Casing DBL. Double ADJ Adjustable CB Chalkboard DF Drinking fountain AFF Above finish floor C.B. Catch basin DH Doublehung AFG Above finish grade CCJ Construction control joint DIA Diameter

ALT Alternate CEM Cement DIAG Diagonal ALUM Aluminum CER Ceramic DIM Dimension ANCH Anchor CFM Cubic feet per minute DISP Dispenser

ANOD Anodized CG Corner guard DL Dead load AP Access panel C&G Curb & gutter DN Down

APPRO

X

Approximate CH Coat hook DO Ditto (the same)

ARCH Architect(ural) CJ Control joint DR Door ASB Asbestos CL Centerline DRWG Drawing ATTEN Attenuation CLG Ceiling DS Downspout BD Board/ bead CLR Clear DT Double tee/ drain tile BITUM Bituminous CMU Concrete masonry unit

DET/

DTL

Detail

BLKT Blanket CO Clean out DW Dishwasher BLDG Building COL Column DWG Drawing BLK Block COMP Composition DWL Dowel BLKG Blocking CONC Concrete E East BM Beam CONN Connect EA Each BM Bench Mark CONST Construction EJ Expansion joint BOT Bottom CONT Continuous ELEC Electrical BRG Bearing CONTR Contractor ELECT Electrical

EL Elevation GRND Ground MAX Maximum ELEV Elevation GR Grille MB Mop basin

Office HVAC Improvements 01-4213- 2 ABBREVIATIONS AND ACRONYMS & BAS Upgrade

EM Emergency GYP

BD

Gypsum board MC Metal channel

ENAM Enamel GYP Gypsum MDO Medium density overlay

ENTR Entrance GWB Gypsum wall board MECH Mechanical EQ Equal H High MEMB Membrane EQUIP Equipment HC Hollow core MET Metal ETT Epoxy terrazzo tile HD Heavy duty MFR Manufacturer EW Each way HDBD Hardboard MH Manhole EWC Electric water cooler HDCP Handicap MK Mark

EXIST Existing HDWD Hardwood MIL Millimeter EXP Expansion/ exposed HM Hollow metal MIN Minimum

EXP JT Expansion joint HORIZ Horizontal MISC Miscellaneous EXT Exterior HP Horsepower MNT Mount FD Floor drain HR Hour MTD Mounted FDN Foundation HT Height MO Masonry opening FF Finish floor HTR Heater MTL Metal/ material FH Flat head HVAC Heating, ventilating

& air conditioning MULL Mull

FIN Finish HW Hot water N North FIXT Fixture ID Inside diameter NAP Napkin

FLEX Flexible IJ Isolation joint NEC'Y Necessary FLG Flashing/ flange IN Inch NO/ # Number FLR Floor INSUL Insulat(ion)(ed)(ing

NOM Nominal

FO Finished opening INT Interior/ Internal NTS Not to scale FOIC Furnished by owner contractor installed

INV Invert OA Overall length

FP Fire protection JB Junction box OBSC Obscure FR Fire retardant JST Joist OC On center FS Floor sink JT Joint OD Outside diameter FT Foot/ feet KD Knockdown OF Outside face F TR Fire treated LAM Laminate(d) OH Overhead FTG Footing LAV Lavatory OPG Opening FURR Furring LB/ # Pound OPNG Opening FE Fire extinguisher LH Left hand OPP Opposite GA Gauge LOC Location PART Partial GALV Galvanized LONGIT Longitudinal PARTN Partition GB Grab bar LT Light PC Precast concrete GC General contractor LT WT Light weight PGB Painted gyp. bd.

GEN General MACH Machine PI Position indicator GL Glass MANUF Manufacturer PLYWD Plywood GLZD Glazed MAS Masonry POL Polish(ed)

POLY Polyethelene RH Right hand TOC Top of curb (concrete)

PORC Porcelain RI Rough in TEL(E) Telephone PORT Portland RL Rain leader T & G Tongue & groove PR Pair/ proposal request RM Room THLD Threshold

Office HVAC Improvements 01-4213- 3 ABBREVIATIONS AND ACRONYMS & BAS Upgrade

PREF Prefinished RND Round THRU Through PROP Property RO Rough opening TOB Top of beam PSF Pounds per square foot RS Rough sawn TOF Top of footing

PSI Pounds per square inch

R & S Rod & shelf TOFLR Top of floor

PT Paint RTG Rating TOJ Top of joist PTD Painted S South TPH Toilet paper holder PVC Polyvinylchloride SA Supply air TUB Tubular QT Quarry tile SAN Sanitary TYP Typical QTR Quarter SC Solid core UG Underground QTZ Quartz SCHED Schedule UNEX Unexcavated R Riser/ radius/ rubber SD See detail UNFIN Unfinished

RA Return Air SECT Section UNPT Unpainted

RAD Radius SF Square feet V Verify/ volt RB Rubber Base SGL shingle VCT Vinyl composite tile RD Roof drain SHTHG Sheathing VEN Veneer REC Recessed SHT Sheet VERT Vertical RECPT Receptical SIM Similar VOL Volume

RE/

REF

Reference SPEC(S

Specifications VSF Vinyl sheet flooring

REFR Refrigerator SQ Square VWC Vinyl wall covering REFL Reflected SS Stainless steel/ service sink W Wide/ west

REG Register STAG Staggered W/ With REINF Reinforcing STD Standard WC Water closet REQD Required STL Steeel WD Wood RES Resistant STOR Storage WDW Window RESIL Resilient STRUC

T Structural WF Wide flange

RET Return/ retaining SUSP Suspended WP Waterproofing REV Revised SV Sheet Vinyle WT Weight RFG Roofing T Tire/ tread WWF Welded wire fabric

PART 3 EXECUTION - NOT USED

Office HVAC Improvements 01- 4216- 1 DEFINITIONS

SECTION 01-4216

DEFINITIONS

PART 1 GENERAL

1.01 SUMMARY

A. This section supplements the definitions contained in the General Conditions.

B. Other definitions are included in individual specification sections.

1.02 SECTION INCLUDES

A. Basic definitions relating to standard terms referenced throughout the contract documents.

B. Where no definition is given for a term referenced in the contract documents the industry standard definition shall apply. Where an industry standard definition does not exist the Merriam-Webster definition shall apply. Where a Merriam-Webster definition does not exist the COTR shall interpret and determine the applicable definition.

1.03 DEFINITIONS

A. Approved: When used to convey COTR's action on Contractor's submittals, applications, and requests, "approved" is limited to COTR's duties and responsibilities as stated in the Conditions of the Contract.

B. Directed: A command or instruction by COTR. Other terms including "requested," "authorized," "selected," "approved," "required," and "permitted" have the same meaning as "directed."

C. Experienced: When used with an entity, "experienced" means having successfully completed previous projects similar in size and scope to this Project; being familiar with special requirements indicated; and having complied with requirements of authorities having jurisdiction.

D. Furnish: Supply and deliver to Project site, unloading, unpacking, inspect for damage, assembly, installation, and similar operations.

E. Indicated: Requirements expressed by graphic representations or in written form on Drawings, in Specifications, and in other Contract Documents. Other terms including "shown," "noted," "scheduled," and "specified" have the same meaning as "indicated."

F. Install: Operations at Project site including unloading, temporarily storing, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, start up and similar operations to make ready for use.

G. Installer: Contractor or another entity engaged by Contractor as an employee, Subcontractor, or Sub-subcontractor, to perform a particular construction operation, including installation, erection, application, and similar operations.

H. Product: Material, machinery, components, equipment, fixtures, and systems forming the work result. Not materials or equipment used for preparation, fabrication, conveying, or erection and not incorporated into the work result. Products may be new, never before used, or re-used materials or equipment.

I. Project Manual: The book-sized volume that includes the procurement requirements (if any), the contracting requirements, and the specifications.

J. Project Site: Space available for performing construction activities. The extent of Project site is shown on Drawings and may or may not be identical with the description of the land on which Project is to be built.

K. Provide: To furnish and install, complete and ready for intended use.

L. Regulations: Laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, and rules, conventions, and agreements within the construction industry that control performance of the Work.

M. Supply: Same as Furnish.

Office HVAC Improvements 01- 4216- 2 DEFINITIONS

Office HVAC Improvements 01- 4219- 1 REFERENCE STANDARDS

SECTION 01-4219

REFERENCE STANDARDS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Requirements relating to referenced standards.

1.02 QUALITY ASSURANCE

A. For products or workmanship specified by reference to a document or documents not included in the Project Manual, also referred to as reference standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes. Such standards are made a part of the Contract Documents by reference.

B. Conform to reference standard of date of issue current on date of Contract Documents, except where a specific date is established by applicable code.

C. Obtain copies of standards when required by the Contract Documents.

D. Should specified reference standards conflict with Contract Documents, request clarification from the COTR before proceeding.

E. Neither the contractual relationships, duties, or responsibilities of the parties in Contract nor those of the COTR shall be altered by the Contract Documents by mention or inference otherwise in any reference document.

Neal Smith NWR - 015000 - 1 TEMPORARY FACILITIES AND CONTROLS

& BAS Upgrade

SECTION 01-5000

TEMPORARY FACILITIES AND CONTROLS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Temporary utilities.

B. Temporary telecommunications services.

C. Temporary sanitary facilities.

D. Temporary Controls: Barriers, enclosures, and fencing.

E. Vehicular access and parking.

F. Waste removal facilities and services.

G. Field offices.

1.02 RELATED REQUIREMENTS

A. Section 01-5100 - Temporary Utilities.

B. Section 01-5213 - Field Offices and Sheds.

1.03 TEMPORARY UTILITIES - SEE SECTION 01-5100

1.04 TELECOMMUNICATIONS SERVICES

A. Telecommunication services shall include:

1. Cell phones shall be utilized and paid for by each contractor requiring telecommunications.

1.05 TEMPORARY SANITARY FACILITIES

A. Contractor will provide and maintain required facilities and enclosures. Provide at time of project mobilization.

B. New permanent facilities may not be used during construction operations.

C. Maintain daily in clean and sanitary condition.

1.06 BARRIERS

A. Each contractor is responsible to provide barriers for their respective work in order to prevent unauthorized entry to construction areas, to prevent access to areas that could be hazardous to workers or the public, to allow for USFWS's use of site and to protect existing facilities and adjacent properties from damage from construction operations.

B. Provide barricades and covered walkways required by governing authorities for public rights-of-way.

C. Protect non-owned vehicular traffic, stored materials, site, and structures from damage.

1.07 VEHICULAR ACCESS AND PARKING

A. Coordinate access and haul routes with governing authorities and US Fish And Wildlife Service.

B. Provide and maintain access to fire hydrants, free of obstructions.

C. Existing parking areas located at existing parking area near main entrance may be used for construction parking. Coordinate designated areas for construction parking with Visitor Center Staff.

1.08 WASTE REMOVAL

A. Contractor shall provide waste removal facilities and services as required to maintain the site in clean and orderly condition.

B. If materials to be recycled or re-used on the project must be stored on-site, provide suitable non-combustible containers; locate containers holding flammable material outside the structure unless otherwise approved by the authorities having jurisdiction.

Neal Smith NWR - 015000 - 2 TEMPORARY FACILITIES AND CONTROLS

& BAS Upgrade

1.09 FIELD OFFICES - SEE SECTION 01-5213

A. Locate offices a minimum distance of 30 feet from existing and new structures.

1.10 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS

A. Remove temporary utilities, equipment, facilities, materials, prior to Substantial Completion inspection.

B. Clean and repair damage caused by installation or use of temporary work.

C. Restore existing facilities used during construction to original condition.

D. Restore new permanent facilities used during construction to specified condition.

PART 2 PRODUCTS - NOT USED

Neal Smith NWR – 01-5213 - 1 FIELD OFFICES AND SHEDS

SECTION 01-5213

FIELD OFFICES AND SHEDS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Temporary field offices for use of Contractor.

B. Maintenance and removal.

1.02 RELATED REQUIREMENTS

A. Section 01-5000 - Temporary Facilities and Controls:

1. Temporary telecommunications services for administrative purposes.

B. Section 01-5000 - Temporary Facilities and Controls: Parking and access to field offices.

1.03 USE OF PERMANENT FACILITIES

A. Permanent facilities shall not be used for field offices.

PART 2 PRODUCTS

2.01 CONTRACTOR OFFICE AND FACILITIES

A. Contractor may provide job site office or trailer at own discretion.

PART 3 EXECUTION

3.01 PREPARATION

A. Fill and grade sites for temporary structures to provide drainage away from buildings.

3.02 INSTALLATION

A. Install office spaces ready for occupancy at date mutually agreed upon..

3.03 MAINTENANCE AND CLEANING

A. Perform periodic cleaning and maintenance for field offices.

B. Maintain approach walks free of mud, water, and snow.

3.04 REMOVAL

A. At completion of Work remove buildings, foundations, utility services, and debris. Restore areas.

Neal Smith NWR – 01- 6000- 1 PRODUCT REQUIREMENTS

SECTION 01-6000

PRODUCT REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. General product requirements.

B. Transportation, handling, storage and protection.

C. Product option requirements.

D. Substitution limitations and procedures.

E. Maintenance materials, including extra materials, spare parts, tools, and software.

1.02 RELATED REQUIREMENTS

A. Section 01-3000 - Construction Administration Requirements: Submittal Schedule

B. Section 01-4000 - Quality Requirements: Product quality monitoring.

1.03 REFERENCE STANDARDS

A. NFPA 70 - National Electrical Code; National Fire Protection Association.

1.04 SUBMITTALS

A. Proposed Products List: Submit list of major products proposed for use, with name of manufacturer, trade name, and model number of each product.

1. Submit within 15 days after date of Notice to Proceed.

2. For products specified only by reference standards, list applicable reference standards.

B. Product Data Submittals: Submit manufacturer's standard published data. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information specific to this Project.

C. Shop Drawing Submittals: Prepared specifically for this Project; indicate utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.

D. Sample Submittals: Illustrate functional and aesthetic characteristics of the product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work.

1. For selection from standard finishes, submit samples of the full range of the manufacturer's standard colors, textures, and patterns.

PART 2 PRODUCTS

2.01 NEW PRODUCTS

A. Provide new products unless specifically required or permitted by the Contract Documents.

B. Do not use products having any of the following characteristics:

1. Made outside the United States, its territories, Canada, or Mexico.

2. Made using or containing CFC's or HCFC's.

3. Made of wood from newly cut old growth timber.

C. Where all other criteria are met, Contractor shall give preference to products that:

1. Are extracted, harvested, and/or manufactured closer to the location of the project.

2. Have longer documented life span under normal use.

3. Result in less construction waste.

4. Are made of vegetable materials that are rapidly renewable.

2.02 PRODUCT OPTIONS

A. Products Specified by Naming One or More Manufacturers: Use a product of one of the manufacturers named and meeting specifications, no options or substitutions allowed.

B. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions:

Submit a request for substitution for any manufacturer not named.

Neal Smith NWR – 01- 6000- 2 PRODUCT REQUIREMENTS

2.03 MAINTENANCE MATERIALS

A. Furnish extra materials, spare parts, tools, and software of types and in quantities specified in individual specification sections.

B. Deliver to Project site; obtain receipt prior to final payment.

PART 3 EXECUTION

3.01 SUBSTITUTION PROCEDURES

A. COTR will consider requests for substitutions only within 15 days after date established in Notice to Proceed.

B. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents.

C. A request for substitution constitutes a representation that the submitter:

1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product.

2. Will provide the same warranty for the substitution as for the specified product.

3. Will coordinate installation and make changes to other Work that may be required for the Work to be complete with no additional cost to US Fish and Wildlife Service.

4. Waives claims for additional costs or time extension that may subsequently become apparent.

5. Will reimburse US Fish and Wildlife Service for review or redesign services associated with re-approval by authorities.

D. Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals, without separate written request, or when acceptance will require revision to the Contract Documents.

E. Substitution Submittal Procedure:

1. Submit three copies of request for substitution for consideration. Limit each request to one proposed substitution.

2. Submit shop drawings, product data, and certified test results attesting to the proposed product equivalence. Burden of proof is on proposer.

3. The COTR will notify Contractor in writing of decision to accept or reject request.

3.02 TRANSPORTATION AND HANDLING

A. Coordinate schedule of product delivery to designated prepared areas in order to minimize site storage time and potential damage to stored materials.

B. Transport and handle products in accordance with manufacturer's instructions.

C. Transport materials in covered trucks to prevent contamination of product and littering of surrounding areas.

D. Promptly inspect shipments to ensure that products comply with requirements, quantities are correct, and products are undamaged.

E. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage.

F. Arrange for the return of packing materials, such as wood pallets, where economically feasible.

3.03 STORAGE AND PROTECTION

A. Designate receiving/storage areas for incoming products so that they are delivered according to installation schedule and placed convenient to work area in order to minimize waste due to excessive materials handling and misapplication.

B. Store and protect products in accordance with manufacturers' instructions.

C. Store with seals and labels intact and legible.

D. Store sensitive products in weather tight, climate controlled, enclosures in an environment favorable to product.

Neal Smith NWR – 01- 6000- 3 PRODUCT REQUIREMENTS

E. For exterior storage of fabricated products, place on sloped supports above ground.

F. Provide off-site storage and protection when site does not permit on-site storage or protection.