A04_SPECS_MPLC_WAREHOUSE_IMPRV.pdf

United States Department of the Interior Bureau of Land Management

Uncompahgre Field Office Colorado

Montrose Public Lands Center – Warehouse Improvements

SPECIFICATIONS

WAREHOUSE IMPROVEMENTS AND REPAIRS SPECIFICATIONS

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 20 00 PRICE AND PAYMENT PROCEDURES

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 46 00 QUALITY CONTROL

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

02 41 00 DEMOLITION

02 82 10 ASBESTOS REMOVAL AND DISPOSAL

02 84 50 HAZARDOUS MATERIAL REMOVAL

DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES

06 15 00 CARPENTRY AND GYPSUM SHEATHING

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

07 61 00 METAL ROOF REPAIR AND MAINTENANCE

DI VI SI ON 08 - OPENI NGS

08 14 00 WOOD DOORS

08 20 00 WAREHOUSE EXTERIOR DOOR CLOSERS

08 33 30 OVERHEAD DOOR - WAREHOUSE

08 33 40 OVERHEAD DOORS - STORAGE SHED

DI VI SI ON 09 - FI NI SHES

09 30 50 PORCELAIN TILE

09 70 00 LUXURY VINYL TILE

09 90 00 PAINTS AND COATINGS

DI VI SI ON 10 - SPECI ALTI ES

10 20 00 BATHROOM ALTERATIONS

10 28 14 BATHROOM FIXTURES AND ACCESSORIES

DI VI SI ON 22 - PLUMBI NG

22 00 10 PLUMBING

22 00 30 PLUMBING FIXTURES - WAREHOUSE STORAGE AREA

DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)

23 81 10 ROOFTOP AIR CONDITIONING UNIT

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

25 56 20 LUMINAIRES

DI VI SI ON 26 - ELECTRI CAL

26 10 00 ELECTRICAL WORK - GENERAL

26 80 00 PHOTOVOLTAIC SYSTEM REPAIR

PROJECT TABLE OF CONTENTS Page 1

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 PROJECT DESCRIPTION

The project includes repairs, remodeling, or improvements to at the Montrose Public Lands Center. The work includes, but is not limited to;

Asbestos abatement.

Remodel bathrooms.

Replace flooring.

Replace rooftop heating and cooling unit (RTU).

Replace manual overhead door with electric overhead door.

Add luminaires and replace existing luminaires.

Add and relocate electrical outlets.

Service and maintain metal roof.

Repair and maintain existing overhead doors.

Photovoltaic inverter replacement.

1.2 LOCATION

The project is located at the Montrose public lands center.

Montrose Public Lands Center 2465 South Townsend Ave Montrose, CO 81401

1.3 WORK SCHEDULE

Work shall occur Monday - Friday. Work shall not occur on Federal Holidays, December 26-31, and the day after Thanksgiving. Work shall be completed within 180 days of the Notice to Proceed.

1.4 PUBLIC SAFETY

The Montrose Public Lands Center will remain open to the public and employees during the work. Contractor shall take precautions, as necessary, to protect the public and employees from construction hazards.

The contractor may restrict access to the portions of the warehouse where work is occurring. Contractor shall maintain reasonable access to the portions of the warehouse where work is not occurring, or where work has been completed.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 3

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

Payment items for the work of this contract for which contract payments will be made are listed in the SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job are included in the listed job item most closely associated with the work involved. The price and payment made for each item listed constitutes full compensation for furnishing all labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.1 MOBILIZATION AND DEMOBILIZATION

1.1.1 Payment

Payment will be made for costs associated with mobilization and demobilization.

When 5% of the original Contract amount is earned from other bid items, 50% of the amount bid for mobilization or 5% of the original Contract amount, whichever is lesser, will be paid.

When 15% of the original Contract amount is earned from other bid items, 100% of the amount bid for mobilization or 8% of the original Contract amount, whichever is lesser, will be paid.

Upon completion of work for the project, payment of the amount bid for mobilization in excess of 8% of the original Contract amount, will be paid.

1.1.2 Unit of Measure

Unit of measure: job.

1.2 ASBESTOS ABATEMENT

1.2.1 Payment

Payment will be made for all costs associated with removing and disposing of asbestos. Including inspecting for asbestos in the work.

1.2.2 Unit of Measure

Unit of measure: job.

SECTION 01 20 00 Page 4

1.3 DEMOLITION AND DISPOSAL

1.3.1 Payment

Payment will be made for all costs associated with demolition. Including transportation and disposal.

1.3.2 Unit of Measure

Unit of measure: job.

1.4 ROOFTOP AIR CONDITIONING UNIT (RTU)

1.4.1 Payment

Payment will be made for all costs associated with providing a Rooftop Air Conditioning Unit (RTU).

1.4.2 Unit of Measure

Unit of measure: job.

1.5 ROOFTOP AIR CONDITIONING UNIT (RTU)- SERVICE AND MAINTENANCE

1.5.1 Payment

Payment will be made for all costs associated with maintaining and servicing the Rooftop Air Conditioning Unit (RTU) as specified.

1.5.2 Unit of Measure

Unit of measure: job.

1.6 METAL ROOF REPAIR AND MAINTENANCE

1.6.1 Payment

Payment will be made for all costs associated with maintaining and servicing the metal roof.

1.6.2 Unit of Measure

Unit of measure: job.

1.7 OVERHEAD DOOR - WAREHOUSE

1.7.1 Payment

Payment will be made for all costs associated with providing an overhead door. Including providing electrical service.

SECTION 01 20 00 Page 5

1.7.2 Unit of Measure

Unit of measure: Job.

1.8 WAREHOUSE LUMINAIRE REPLACEMENT

1.8.1 Payment

Payment will be made for all costs associated with replacing existing luminaires with LED luminaires in the warehouse.

1.8.2 Unit of Measure

Unit of measure: Each.

1.9 WAREHOUSE LUMINAIRE ADDITION

1.9.1 Payment

Payment will be made for all costs associated with providing new luminaires in the warehouse, including electrical service, circuits, wiring, and conduit.

1.9.2 Unit of Measure

Unit of measure: Each.

1.10 WAREHOUSE - RELOCATE ELECTRIC RECEPTACLE

1.10.1 Payment

Payment will be made for all costs associated with relocating an existing electrical receptacle. Including wiring and conduit.

1.10.2 Unit of Measure

Unit of measure: Each.

1.11 WAREHOUSE - MODIFY ELECTRIC RECEPTACLE

1.11.1 Payment

Payment will be made for all costs associated with replacing an existing duplex electrical receptacle with a quadplex electrical receptacle.

1.11.2 Unit of Measure

Unit of measure: Each.

SECTION 01 20 00 Page 6

1.12 WAREHOUSE - NEW ELECTRIC RECEPTACLES

1.12.1 Payment

Payment will be made for all costs associated with providing new 20 Amp, duplex, GFCI, electrical receptacles. Including electrical service, circuits, wiring and conduit.

1.12.2 Unit of Measure

Unit of measure: Each.

1.13 WAREHOUSE - REPAIR/REPLACE WATER VALVE

1.13.1 Payment

Payment will be made for all costs associated with repairing or replacing the water valve in the warehouse.

1.13.2 Unit of Measure

Unit of measure: Job.

1.14 WAREHOUSE - UTILITY SINK

1.14.1 Payment

Payment will be made for all costs associated with providing a utility sink. Including plumbing, water service, and drainage.

1.14.2 Unit of Measure

Unit of measure: Job.

1.15 DOOR - HALLWAY

1.15.1 Payment

Payment will be made for all costs associated with providing the hallway door.

1.15.2 Unit of Measure

Unit of measure: Each.

1.16 DOOR - BATHROOMS AND CHANGING ROOMS

1.16.1 Payment

Payment will be made for all costs associated with providing doors in the bathrooms and changing rooms.

SECTION 01 20 00 Page 7

1.16.2 Unit of Measure

Unit of measure: Each.

1.17 WAREHOUSE EXTERIOR DOOR CLOSER REPLACEMENT

1.17.1 Payment

Payment will be made for all costs associated with replacing exterior door closers.

1.17.2 Unit of Measure

Unit of measure: Each.

1.18 BATHROOM WALL ALTERATIONS

1.18.1 Payment

Payment will be made for all costs associated with altering the bathroom walls, including wall alterations required for relocated and adding doors.

1.18.2 Unit of Measure

Unit of measure: Job.

1.19 LUMINAIRE REPLACEMENT - OFFICES

1.19.1 Payment

Payment will be made for all costs associated with replacing existing luminaires with LED luminaires in the offices, bathrooms, and hallway.

1.19.2 Unit of Measure

Unit of measure: Each.

1.20 CAN LIGHT LUMINAIRE REPLACEMENT - OFFICES

1.20.1 Payment

Payment will be made for all costs associated with replacing existing can light luminaires with LED luminaires.

1.20.2 Unit of Measure

Unit of measure: Each.

SECTION 01 20 00 Page 8

1.21 LUXURY VINYL TILE

1.21.1 Payment

Payment will be made for all costs associated with providing luxury vinyl floor tile.

1.21.2 Unit of Measure

Unit of measure: Square Foot.

1.22 BATHROOM - SHOWER RECONSTRUCTION

1.22.1 Payment

Payment will be made for all costs associated with reconstructing the showers, including plumbing, tile, and substrate.

1.22.2 Unit of Measure

Unit of measure: Each.

1.23 BATHROOM FIXTURES AND ACCESSORIES

1.23.1 Payment

Payment will be made for all costs associated with providing toilets, urinals, sinks, including adjusting the fixture heights, flush valves, faucets, showerhead and controls, sanitary napkin disposal, garment hooks, mirrors, ADA grab bars, locker room benches, toilet paper dispensers, shower curtain, ADA bathroom signs, and providing water and sewer service to all fixtures.

1.23.2 Unit of Measure

Unit of measure: Job.

1.24 BATHROOM - PORCELAIN FLOOR TILE

1.24.1 Payment

Payment will be made for all costs associated with providing porcelain floor tile in the bathrooms.

1.24.2 Unit of Measure

Unit of measure: Square Foot.

SECTION 01 20 00 Page 9

1.25 BATHROOM - PORCELAIN WALL TILE

1.25.1 Payment

Payment will be made for all costs associated with providing porcelain wall tile in the bathrooms.

1.25.2 Unit of Measure

Unit of measure: Square Foot.

1.26 PAINTING

1.26.1 Payment

Payment will be made for all costs associated with painting.

1.26.2 Unit of Measure

Unit of measure: Job.

1.27 STORAGE SHED - OVERHEAD DOOR REPAIRS

1.27.1 Payment

Payment will be made for all costs associated with repairing 3 overhead doors.

1.27.2 Unit of Measure

Unit of measure: Job.

1.28 STORAGE SHED - OVERHEAD DOOR MAINTENANCE

1.28.1 Payment

Payment will be made for all costs associated with maintaining 10 overhead doors.

1.28.2 Unit of Measure

Unit of measure: Job.

1.29 PHOTOVOLTAIC SYSTEM REPAIR

1.29.1 Payment

Payment will be made for all costs associated with replacing the photovoltaic inverter, including completing a system analysis.

SECTION 01 20 00 Page 10

1.29.2 Unit of Measure

Unit of measure: Job.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 20 00 Page 11

SECTION 01 32 01

PROJECT SCHEDULE

PART 1 GENERAL

1.1 SUBMITTALS

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

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Initial Project Schedule ; G

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, and pursuant to FAR Clause 52.236-15 Schedules for Construction Contracts. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required.

3.2 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.2.1 Level of Detail Required

Develop the Project Schedule to the appropriate level of detail to address major milestones, work listed in the bid schedule, and to allow for satisfactory project planning and execution.

3.2.2 Mandatory Tasks

Include the following activities/tasks in the initial project schedule and all updates.

a. Submission, review and acceptance of submittals.

b. Long procurement activities.

c. Contractor's pre-final inspection.

d. Government's pre-final inspection.

e. Final inspection.

SECTION 01 32 01 Page 12

3.2.3 Government Activities

Include Government activities that could impact progress. These activities include, but are not limited to: Government inspections of work, Government approval of submittals.

3.3 WEEKLY PROGRESS MEETINGS

Conduct a weekly meeting with the Government for the purpose of jointly reviewing the actual progress of the project as compared to the as planned progress and to review planned activities.

3.4 FAILURE TO ACHIEVE PROGRESS

Should the progress fall behind the approved project schedule, the Contracting Officer may require provision of a written recovery plan for approval. The plan must detail how progress will be made-up to include which activities will be accelerated by adding additional crews, longer work hours, extra work days, etc.

3.4.1 Failure to Perform

Failure to perform work and maintain progress in accordance with the supplemental recovery plan may result in an interim and final unsatisfactory performance rating and may result in corrective action directed by the Contracting Officer pursuant to FAR 52.236-15 Schedules for Construction Contracts, FAR 52.249-10 Default (Fixed-Price Construction), and other contract provisions.

3.4.2 Recovery Schedule

Should the Contracting Officer find it necessary, submit a recovery schedule pursuant to FAR 52.236-15 Schedules for Construction Contracts.

SECTION 01 32 01 Page 13

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only.

1.2 INFORMATION ONLY SUBMITTALS

Normally submittals for information only will not be returned. Approval of the Contracting Officer's Representative is not required on information only submittals. The Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract.

This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work; and does not relieve the Contractor of the requirement to furnish samples for testing by the Government.

1.3 GOVERNMENT APPROVING AUTHORITY

The Contracting Officer's Representative will:

a. Note the date on which the submittal was received.

b. Review submittals for approval within 10 days of receipt.

c. Identify returned submittals with one of the actions defined in paragraph REVIEW NOTATIONS and with markings appropriate for action indicated.

Upon completion of review of submittals requiring Government approval, one copy of the submittal will be retained by the Contracting Officer's Representative and one copy of the submittal will be returned to the Contractor.

1.3.1 Review Notations

Submittals will be returned to the Contractor with the following notations:

a. Submittals marked "approved" or "accepted" authorize the Contractor to proceed with the work covered.

b. Submittals marked "approved as noted" or "approved, except as noted, resubmittal not required," authorize the Contractor to proceed with the work covered provided the Contractor takes no exception to the corrections.

c. Submittals marked "not approved" or "disapproved," or "revise and resubmit," indicate noncompliance with the contract requirements or design concept, or that submittal is incomplete. Resubmit with appropriate changes. No work shall proceed for this item until

SECTION 01 33 00 Page 14 resubmittal is approved.

d. Submittals marked "not reviewed" will indicate submittal has been previously reviewed and approved, is not required, does not have evidence of being reviewed and approved by Contractor, or is not complete. A submittal marked "not reviewed" will be returned with an explanation of the reason it is not reviewed. Resubmit submittals returned for lack of review by Contractor or for being incomplete, with appropriate action, coordination, or change.

e. Submittals marked "receipt acknowledged" indicate that submittals have been received by the Government. This applies only to "information-only submittals" as previously defined.

1.4 DISAPPROVED SUBMITTALS

Make corrections required by the Contracting Officer's Representative. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications; notice as required under the FAR clause entitled CHANGES, is to be given to the Contracting Officer.

If changes are necessary to submittals, make such revisions and submission of the submittals in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.

1.5 APPROVED SUBMITTALS

The Contracting Officer's approval of submittals is not to be construed as a complete check.

Approval or acceptance will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the Contractor Quality Control (CQC) requirements of this contract is responsible for.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 33 00 Page 15

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 3 PAGES

MONTROSE PUBLIC LANDS CENTER WAREHOUSE IMPROVEMENTS AND REPAIRS

01 32 01 SD-01 Preconstruction Submittals

GInitial Project Schedule

01 46 00 SD-01 Preconstruction Submittals

1.2 GQuality Control (QC) Manager

02 82 10 SD-01 Preconstruction Submittals

3.2Asbestos Removal Work Plan

3.1Inspection Survey

02 84 50 SD-07 Certificates

3.1Certification Of Qualifications

07 61 00 SD-01 Preconstruction Submittals

3.1 GPast Experience

SD-03 Product Data

2.1 GSealant

08 14 00 SD-03 Product Data

2.1 Ginterior Wood Doors

2.4 Gdoor Closer

08 20 00 SD-03 Product Data

2.1 GDoor Closer

08 33 30 SD-03 Product Data

2.1 GOverhead Door

09 30 50 SD-03 Product Data

2.1 GPorcelain Floor Tile

2.2 GMosaic Porcelain Floor Tile

2.3 GPorcelain Wall Tile

2.7 Gshower Wall Substrate And

Waterproofing Membrane

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 3 PAGES

09 70 00 SD-03 Product Data

2.3 GRESILIENT BASE BOARD

2.1 GLuxury Vinyl Tile

2.2 GLuxury Vinyl Tile Adhesive

SD-06 Test Reports

3.4 GConcrete Substrate Testing

10 28 14 SD-03 Product Data

2.1 GToilet

2.2 GToilet Flush Valve

2.3 GUrinal

2.4 GUrinal Flush Valve

2.10 GSanitary Napkin Disposal

2.11 GGarment Hook

2.13 GAda Grab Bars

2.5 GWall Hung Sink

2.6 GBathroom Faucet

2.7 GShowerheads And Controls

2.16 GLocker Room Bench

2.14 Gshower Curtain Rod

2.9 Gmirror

2.8 Gtoilet Paper Dispenser

2.15 Gada Bathroom Signs

22 00 30 SD-03 Product Data

2.1 GUtility Sink

2.2 Glaboratory Faucet With Integrated

Emergency Eye Wash

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P

A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 3 PAGES

23 81 10 SD-03 Product Data

2.1 GRooftop Air Conditioning Unit

25 56 20 SD-03 Product Data

2.1 GWarehouse Luminaires

2.2 GWarehouse Luminaire - Above

And Below Mezzanine

2.3 GOffice And Changing Room

Luminaire

2.4 GCan Light Replacement

Luminaire

26 80 00 SD-03 Product Data

2.1 GPhotovoltaic Inverter

SD-06 Test Reports

3.2 Gsystem Analysis

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P

A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

SECTION 01 46 00

QUALITY CONTROL

PART 1 GENERAL

1.1 QUALITY CONTROL

Contractor shall establish and maintain an effective quality control (QC) system that complies with FAR 52.246-12 Inspection of Construction.

Quality control (QC) is comprised of plans, procedures, and organization necessary to produce an end product that complies with the contract requirements.

1.2 QUALITY CONTROL MANAGER

Provide a quality control (QC) manager at the work site to implement and manage the QC program. The QC Manager may also be the project superintendent.

1.3 SUBMITTALS

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

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Quality Control (QC) Manager ; G

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

3.1 QUALITY CONTROL

Contractor shall ensure that the construction complies with the requirements of the contract. At a minimum, perform the following prior to beginning work on each definable feature of work:

Review each paragraph of the applicable specification sections.

Review the contract drawings.

Verify that appropriate submittals have been approved.

Verify that the required preliminary work has been completed and complies with the contract.

Do not build upon nor conceal non-conforming work.

SECTION 01 46 00 Page 16

SECTION 02 41 00

DEMOLITION

PART 1 GENERAL

1.1 ITEMS TO BE DEOMLISHED

Items to be demolished include, but are not limited to:

floor tile Toilets Urinal Showers Bathroom wall tile and tile substrate Bathroom walls - as detailed on the drawings Office sink, countertop, and built in shelfing Warehouse overhead door Rooftop air conditioning unit (RTU)

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 GENERAL

Do not disturb existing construction beyond the extent indicated or necessary for installation of new construction.

Protect items to remain during demolition and remodeling.

Prevent the spread of dust and debris outside of the work area.

3.2 FLOOR TILE

Contract shall demolish all layers of floor tile to the concrete floor.

There may be multiple layers of floor tile.

3.3 DISPOSAL OF MATERIALS

Demolished items and materials shall become the property of the Contractor and removed from Government property and properly disposed of lawfully in accordance with applicable federal, state, and local regulations.

SECTION 02 41 00 Page 17

SECTION 02 82 10

ASBESTOS REMOVAL AND DISPOSAL

PART 1 GENERAL

1.1 DESCRIPTION OF WORK

Asbestos is present at the work site. The asbestos shall be removed and disposed in accordance with all Federal, State, and Local requirements.

1.2 CRITERIA FOR BIDDING

The Government has an asbestos survey and inspection report for the warehouse, dated February 2010. Contractor shall assume that no additional asbestos will be found that was not already identified in the existing asbestos survey and inspection report. The Government will not require removal of asbestos containing material not identified in the existing asbestos survey report without equitable consideration to the Contractor.

1.3 REFERENCES

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

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

29 CFR 1926.1101 Asbestos

40 CFR 61-SUBPART M National Emission Standard for Asbestos

1.4 SUBMITTALS

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

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Asbestos Removal Work Plan

Inspection Survey

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

3.1 ADDITIONAL ASBESTOS SURVEY

The Contractor shall have an asbestos inspector, certified by the State of Colorado, survey the warehouse building for asbestos containing materials prior to disturbance. The survey shall include concealed areas that will be disturbed or exposed, as required to complete this project. Submit a

SECTION 02 82 10 Page 18 copy of the inspection survey to the Contracting Officer's Representative.

3.2 ASBESTOS REMOVAL AND DISPOSAL

Perform all work in accordance 40 CFR 61-SUBPART M and 29 CFR 1926.1101 .

Asbestos must be removed by an asbestos removal contractor, certified by the State of Colorado. Submit an asbestos removal work plan that details all aspects of the removal and required safety precautions. Include in the work plan the certification(s) of the person(s) creating the work plan and of the person(s) performing the removal.

SECTION 02 82 10 Page 19

SECTION 02 84 50

HAZARDOUS MATERIAL REMOVAL

PART 1 GENERAL

1.1 DESCRIPTION OF WORK

All hazardous materials must be properly removed prior to demolition.

Hazardous materials include, but are not limited to: asbestos, ozone depleting controlled substances (refrigerants), Polychlorinated Biphenyls (fluorescent light ballasts).

1.2 REFERENCES

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

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

40 CFR 82 Protection of Stratospheric Ozone

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-07 Certificates

Certification Of Qualifications

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

3.1 OZONE DEPLETING CONTROLLED SUBSTANCES (REFRIGERANTS, COOLANTS, AND

HEAT TRANSFER FLUIDS)

Class 1 and class 2 ozone depleting controlled substances must be removed, and disposed of, in accordance with 40 CFR 82 . The removal must be completed by someone certified to complete the removal in accordance with 40 CFR 82 and with the state of Colorado. Submit the certification of qualifications certification of the person performing the removal and disposal.

3.2 ASBESTOS

See section 02 82 10 for asbestos removal requirements.

3.3 POLYCHLORINATED BIPHENYLS (PCBS) IN FLUORESCENT LIGHT BALLASTS

The Contractor shall verify the presence or absence of Polychlorinated Biphenyls (PCBs) prior to removal. Fluorescent light ballasts have PCBs

SECTION 02 84 50 Page 20 unless they are labeled "NO PCBS" or they are manufactured after 1998.

Any fluorescent light ballasts containing Polychlorinated Biphenyls (PCBs) shall be disposed of in accordance with Federal, State, and Local requirements.

3.4 LEAD PAINT

This contract does not require lead paint to be remediated. However, the Contractor shall follow any Federal, State, or Local requirements for handling and proper disposal of the materials covered with lead paint.

The warehouse was not tested for lead paint.

3.5 OTHER HAZARDOUS MATERIALS

The BLM is not aware of any other hazardous materials in the demolition and work locations. The Contractor shall notify the BLM if any other hazardous materials, requiring special disposal are encountered prior to demolition.

SECTION 02 84 50 Page 21

SECTION 06 15 00

CARPENTRY AND GYPSUM SHEATHING

PART 1 GENERAL

1.1 REFERENCES

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

AMERICAN WOOD COUNCIL (AWC)

AWC WFCM (2024) Wood Frame Construction Manual for One- and Two-Family Dwellings

GYPSUM ASSOCIATION (GA)

GA 216 (2018) Application and Finishing of Gypsum Panel Products

WESTERN WOOD PRODUCTS ASSOCIATION (WWPA)

WWPA G-5 (2017) Western Lumber Grading Rules

PART 2 PRODUCTS

2.1 LUMBER - FRAMING

Stud grade, as graded by WWPA G-5.

2.2 GYPSUM WALL SHEATHING - WALL ALTERATIONS

Match existing gypsum sheathing thickness.

PART 3 EXECUTION

3.1 FRAMING AND NAILING

Install in accordance with AWC WFCM. Select studs for straightness and set plumb, true, and in alignment.

3.2 SHOWER AND TILE SHEATHING

Provide sheathing in accordance with 09 30 50 PORCELAIN TILE.

3.3 GYPSUM WALL SHEATHING

Install in accordance with GA 216 . Fasten gypsum wall sheathing to framing with steel drill screws. Provide corner bead on all corners.

Tape and finish in accordance with GA 216 . Finish walls to Level 3 in accordance with GA 216 .

3.4 EXISTING WALL REPAIR (WAREHOUSE)

Repair the existing wall behind and around the existing mop sink in the

SECTION 06 15 00 Page 22 warehouse. Provide gypsum wall sheathing and paint the wall.

3.5 PAINTING

Paint walls and ceilings in accordance with 09 90 00 PAINTS AND COATINGS.

SECTION 06 15 00 Page 23

SECTION 07 61 00

METAL ROOF REPAIR AND MAINTENANCE

PART 1 GENERAL

1.1 SECTION SUMMARY

Repair and maintain the warehouse metal roof. Make the roof weathertight.

1.2 WAREHOUSE ROOF LEAK LOCATIONS

The warehouse roof leaks. The leak is evident in the approximate locations shown on the drawings. The water drips on the floor, below the peak of the roof and the wall gets wet.

1.3 PROBABLE ADDITIONAL LEAK LOCATIONS

The roof may also leak around two roof penetrations with deteriorated rubber boot gaskets, however the leak is not obvious inside the building.

1.4 ROOF SCREW HOLES

There are several roof screw holes (approximate 3/8 inch diameter) that need to be filled, or repaired, to maintain a weather tight roof.

Contractor shall assume that there are less than 30 screw holes that need to be repaired.

1.5 ASBESTOS

There is asbestos in the roof sealant. See Section 02 82 10 ASBESTOS

REMOVAL AND DISPOSAL.

1.6 SUBMITTALS

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

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Past Experience ; G

SD-03 Product Data

Sealant ; G

PART 2 PRODUCTS

2.1 SEALANT

Flexible, weather-resistant, UV resistant, appropriate for Montrose, and specifically manufactured for use on a metal roof. Submit for approval.

SECTION 07 61 00 Page 24

PART 3 EXECUTION

3.1 ROOFING CONTRACTOR QUALIFICATIONS AND PAST EXPERIENCE

The Contractor completing work covered by this section shall have a minimum of 5 years' experience installing and repairing metal roofs.

Submit past experience qualifications for approval.

3.2 ROOF MAINTENANCE AND REPAIR

Remove roof sealant around the ridge cap, ridge cap seams, ridge cap flashing, and other areas where sealant exists on the roof. Apply sealant, as necessary, to make the roof weather tight. Apply sealant in accordance with the manufacturer's written installation instructions.

3.3 ROOF PENETRATIONS

There are 13 pipe penetrations, of various sizes, on the roof. Service all roof penetrations to make weathertight. Remove and replace rubber boot gaskets on all roof penetrations. Remove and replace sealant.

3.4 ROOF SCREW HOLES MAINTENANCE AND REPAIR

Repair or fill roof screw holes, as necessary, to make the roof weathertight.

3.5 ROOFTOP AIR CONDITIONING UNIT

The rooftop air conditioning unit (RTU) shall be replaced, see section 23 81 10 ROOFTOP AIR CONDITIONING UNIT. Provide weather tight connection between roof and RTU.

SECTION 07 61 00 Page 25

SECTION 08 14 00

WOOD DOORS

PART 1 GENERAL

1.1 SECTION SUMMARY

Provide interior wood doors, complete with frame, hinges, and finish hardware

1.2 SUBMITTALS

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

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-03 Product Data interior Wood Doors ; G door Closer ; G

1.3 REFERENCES

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

WINDOW AND DOOR MANUFACTURERS ASSOCIATION (WDMA)

ANSI/WDMA I.S.1A (2013) Interior Architectural Wood Flush Doors

PART 2 PRODUCTS

2.1 INTERIOR WOOD DOORS

Solid core. Wood veneer. Provide doors in conformance with

ANSI/WDMA I.S.1A

Door Location Door Width (inches)

Description

1 Hallway 36 Solid. Structural Composite Core.

Half lite. Door Closer.

2 Men's Changing Room 36 Solid. Particleboard Core. Flush.

3 Women's Changing Room 36 Solid. Particleboard Core. Flush.

4 Men's Bathroom 32 Solid. Particleboard Core. Flush.

5 Women's Bathroom 32 Solid. Particleboard Core. Flush.

2.2 HALF LITE

Laminated safety glass. Glass dimensions: 22" x 34", +/- 2 inches in both

SECTION 08 14 00 Page 26 directions.

2.3 DOOR FINISH

Factory finish doors. Transparent finish. comply with ANSI/WDMA I.S.1A TR-4, conversion varnish.

2.4 DOOR CLOSER

The hallway door shall have a closer that complies with the Architectural Barriers Act (ABA) for closing speed and opening force.

2.5 DOOR STOPS AND SILENCERS

Provide door stops and silencers for all proposed doors.

2.6 DOOR HARDWARE - HALLWAY AND CHANGING ROOMS

Provide passage lever. No lock, no key, no privacy.

2.7 DOOR HARDWARE - BATHROOM

Provide bathroom privacy lockset, with emergency release on the outside.

PART 3 EXECUTION

3.1 INSTALLATION

Provide doors complete with frame, hinges, and finish hardware. Install doors to comply with manufacturer's written instructions, ANSI/WDMA I.S.1A , and as indicated. Align and fit doors in frames with uniform clearances.

SECTION 08 14 00 Page 27

SECTION 08 20 00

WAREHOUSE EXTERIOR DOOR CLOSERS

PART 1 GENERAL

1.1 SECTION SUMMARY

Replace exterior door closers on four warehouse doors.

1.2 SUBMITTALS

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

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-03 Product Data

Door Closer ; G

PART 2 PRODUCTS

2.1 DOOR CLOSER

Manufacturer: LCN 4110 Series, with hold open arm.

PART 3 EXECUTION

3.1 EXTERIOR DOOR CLOSER REPLACEMENT

Replace the exterior door closers on four warehouse doors.

3.2 INSTALLATION

Remove existing door closer. Install new door closer in accordance with the manufacturer's written installation instructions.

SECTION 08 20 00 Page 28

SECTION 08 33 30

OVERHEAD DOOR - WAREHOUSE

PART 1 GENERAL

1.1 SECTION SUMMARY

Replace existing manually operated overhead door, located in the warehouse, with an electrically operated overhead door.

1.2 REFERENCES

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

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2020; ERTA 20-1 2020; ERTA 20-2 2020; TIA

20-1; TIA 20-2; TIA 20-3; TIA 20-4)

National Electrical Code

1.3 SUBMITTALS

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

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-03 Product Data

Overhead Door ; G

PART 2 PRODUCTS

2.1 OVERHEAD DOOR

Overhead door shall have the following properties:

Electric motor operated.

Capability to operate manually in case of power failure.

Safety - sensing edge device that extends the full width of the door.

Exterior rated.

Steel door panels, minimum 20 gage thickness.

Polyurethane foam insulation injected between the exterior and interior panels of the door.

Baked-Enamel or Power-Coat finish.

White color.

PART 3 EXECUTION

3.1 EXISTING OVERHEAD DOOR

Existing overhead door opening is approximately 10 feet wide and 8 feet tall. Contractor shall verify exact size.

Remove existing overhead door in accordance with 02 41 00 DEMOLITION.

SECTION 08 33 30 Page 29

3.2 ELECTRIC SERVICE

Provide electrical service to the overhead door in accordance with NFPA 70 .

There is no electrical service to the existing overhead door.

3.3 STRUCTURAL SUPPORTS

Provide structural support as necessary for the motor and door tracks, and for proper function of the overhead door.

3.4 INSTALLATION

Install overhead door in accordance with the manufacturer's written instructions. Provide a weather-tight fit around the entire door.

Provide hardware, as necessary, for the proper installation and function of the overhead door.

Existing door tracks may be reused, provided they provide proper function and structural support of the overhead door.

3.5 OVERHEAD DOOR OPERATION

Overhead door shall be operated by a switch located on the wall near the overhead door and the man door. Remote activation of the door is not required.

3.6 EXISTING SPRINKLER

Do not disturb the existing sprinkler head, or water supply line that is in close proximity to the existing (and proposed) overhead garage door.

SECTION 08 33 30 Page 30

SECTION 08 33 40

OVERHEAD DOORS - STORAGE SHED

PART 1 GENERAL

1.1 SUMMARY OF WORK

Repair 3 overhead doors and maintain 10 overhead doors located on the storage shed.

1.2 ADDITIONAL INFORMATION

The existing storage shed has 10 overhead doors. 3 of the 10 overhead doors need repair. 7 of the 10 overhead doors operate. All overhead doors are manually operated. See supplemental site pictures to identify which doors need repair.

PART 2 PRODUCTS

2.1 OVERHEAD DOORS

Replacement overhead doors, panels, and parts, shall match the type, style, and color of the existing overhead doors.

PART 3 EXECUTION

3.1 OVERHEAD DOOR REPAIR OR REPLACEMENT

Repair or replace three (3) existing, manually operated, overhead doors.

The door panels need repair on two (2) of the overhead doors. The overhead doors shall open and close completely and operate smoothly after repair or replacement.

3.2 OVERHEAD DOOR MAINTENANCE

Maintain ten (10) existing, manually operated, overhead doors. Lubricate moving parts. Clean tracks. Tighten loose hardware. Replace parts, as necessary, for smooth operation. The three (3) doors that need repair shall operate smoothly after maintenance.

3.3 OVERHEAD DOOR HANDLE

Provide handle on the one overhead door that does not have a handle.

Handle shall match the style of the existing handles.

SECTION 08 33 40 Page 31

SECTION 09 30 50

PORCELAIN TILE

PART 1 GENERAL

1.1 SECTION SUMMARY

Provide porcelain floor and wall tile in the restrooms. Locations shown on the drawings.

1.2 REFERENCES

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

TILE COUNCIL OF NORTH AMERICA (TCNA)

TCNA Hdbk (2017) Handbook for Ceramic, Glass, and Stone Tile Installation

1.3 SUBMITTALS

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

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-03 Product Data

Porcelain Floor Tile ; G

Mosaic Porcelain Floor Tile ; G

Porcelain Wall Tile ; G shower Wall Substrate And Waterproofing Membrane ; G

PART 2 PRODUCTS

2.1 PORCELAIN FLOOR TILE

PEI (Porcelain Enamel Institute) abrasion classification scale: PEI class 4.

Textured and glazed finish.

1/4 inch thickness.

Submit color samples for BLM approval.

2.2 MOSAIC PORCELAIN FLOOR TILE

PEI (Porcelain Enamel Institute) abrasion classification scale: PEI class 4.

Textured and glazed finish.

1/4 inch thickness.

Submit color samples for BLM approval.

SECTION 09 30 50 Page 32

2.3 PORCELAIN WALL TILE

PEI (Porcelain Enamel Institute) abrasion classification scale: PEI class 4.

Glazed finish.

1/8 inch thickness.

Submit color samples for BLM approval.

2.4 TRANSITION STRIPS

Porcelain. Maximum 1/2 inch height above finished floor. Sloped or beveled on each side.

2.5 WALL SUBSTRATE - EXCLUDING SHOWER WALLS

Provide glass-mat, water-resistant backing board for wall tile, excluding the shower. Fill gaps with mortar and water proof seam tape.

2.6 GROUT

In accordance with the TCNA Handbook TCNA Hdbk for Ceramic, Glass, and Stone Tile Installation .

2.7 SHOWER WALL SUBSTRATE AND WATERPROOFING MEMBRANE

Waterproofing Membranes for Thinset Installations: ANSI A118.10, fabric-faced chlorinated polyethylene, PVC, or polyethylene sheet product.

Product: Schluter systems: Kerdi-board. Kerdi waterproofing and vapor retardant membrane, or approved equal.

PART 3 EXECUTION

3.1 DEMOLITION

Remove existing tile, grout, and tile wall substrate in accordance with 02 41 00 DEMOLITION. Remove existing wall substrate at all locations where wall tile is proposed.

3.2 SUBSTRATE PREPARATION

Prepare substrate in accordance with the TCNA Handbook TCNA Hdbk for Ceramic, Glass, and Stone Tile Installation. Remove substrate coatings and other substances that are incompatible with adhesives using mechanical methods. Do not use solvents.

3.3 WALL SUBSTRATE

Remove and demolish existing substrate in locations where wall tile is required. Provide glass-mat, water-resistant backing board for wall tile, excluding the shower. Match existing substrate thickness. Fill gaps with mortar and water proof seam tape.

3.4 SHOWER WALL SUBSTRATE AND WATERPROOFING SYSTEMS

Provide waterproofing in the shower. Provide Schluter systems:

Kerdi-Board and kerdi waterproofing and vapor retardant membrane. Install in accordance with the manufacturer's written installation instructions.

SECTION 09 30 50 Page 33

3.5 INSTALLATION OF TILE

Install wall tile before installation of floor tile. Install wall tile in accordance with the TCNA Hdbk, method B, and with grout joints.

Provide porcelain wall tile for all bathroom walls. Install wall tile up to 55 inches above finish floor elevation.

Install shower wall tile up to the ceiling.

3.6 TRANSITION STRIPS

Provide a 0.5 inch height transition strip between the porcelain tile and the porcelain mosaic tile.

SECTION 09 30 50 Page 34

SECTION 09 70 00

LUXURY VINYL TILE

PART 1 GENERAL

1.1 REFERENCES

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

ASTM INTERNATIONAL (ASTM)

ASTM F710 (2021) Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring

ASTM F2170 (2019a) Standard Test Method for Determining Relative Humidity in Concrete Floor Slabs Using in situ Probes

1.2 SECTION SUMMARY

Provide luxury vinyl tile (solid vinyl tile) and vinyl base board molding.

1.3 SUBMITTALS

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

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-03 Product Data

RESILIENT BASE BOARD; G

Luxury Vinyl Tile ; G

Luxury Vinyl Tile Adhesive ; G

SD-06 Test Reports

Concrete Substrate Testing ; G

PART 2 PRODUCTS

2.1 LUXURY VINYL TILE

Manufacturer: Armstrong Flooring Collection: Parallel USA 20 Size: 18in x 18in x 0.1 in Design: Jace Color: Pier Beige Item Number: J5251

SECTION 09 70 00 Page 35

2.2 LUXURY VINYL TILE ADHESIVE

As recommend by the luxury vinyl tile (LVT) manufacturer, based on the results of the concrete substrate moisture and pH testing.

2.3 RESILIENT BASE BOARD

In accordance with ASTM F 1861. 0.125 inch thickness. 4 inch height.

2.4 EDGE AND TRANSITION STRIPS

Metal. Designed for use with specified luxury vinyl tile.

PART 3 EXECUTION

3.1 EXISTING FURNITURE

Remove, and replace, existing furniture as necessary to complete the work.

3.2 DEMOLITION

Remove existing tile, grout, and adhesives in accordance with 02 41 00

DEMOLITION.

3.3 SUBSTRATE PREPARATION

Remove substrate coatings and other substances, using mechanical methods, and expose the concrete floor. Do not use solvents. Inspect concrete surface for damage or cracks. Notify the Contracting Officer's Representative of any defects to the concrete surface. Prepare the concrete in accordance with ASTM F710 and the manufacturer's written instructions.

3.4 CONCRETE SUBSTRATE TESTING

Test the moisture content of the concrete substrate in accordance with

ASTM F2170.

Test the pH of the concrete substrate in accordance with ASTM F710.

Submit test results. Use test results to determine the proper adhesive in accordance with the manufacturer's recommendations.

3.5 BOND TEST

Install a few pieces of luxury vinyl tile (LVT) as recommended by the manufacturer. Allow to set for 72 hours. After curing, test the effectiveness of the bond.

3.6 INSTALLATION OF TILE

Install flooring and accessories in accordance with manufacturer's printed installation instructions. Prepare and apply adhesives in accordance with manufacturer's directions for installation method specified. Keep tile lines and joints square, symmetrical, tight, and even. Vary edge width as necessary to maintain full-size tiles in the field, no edge tile to be less than one-half the field tile size. Cut flooring to fit around all permanent fixtures, built-in furniture and cabinets, pipes, and outlets.

Cut, fit, and scribe edge tile to walls and partitions after field

SECTION 09 70 00 Page 36 flooring has been applied. Install flooring "wall to wall" before the installation of floor-set cabinets, casework, furniture, equipment, etc.

Roll with a 100-lb. roller in the field areas. Refer to specific rolling instructions of the flooring manufacturer.

3.7 METAL EDGE AND TRANSITION STRIPS

Provide metal edge and transition strips at all edges (except walls) and transitions of the luxury vinyl tile (LVT).

3.8 RESILIENT BASE BOARD MOLDING

Provide resilient base board molding. Install as recommended by the manufacturer's printed installation instructions.

SECTION 09 70 00 Page 37

SECTION 09 90 00

PAINTS AND COATINGS

PART 1 GENERAL

1.1 SECTION SUMMARY

Paint offices, hallways, bathrooms, including ceilings. Paint wall repair in the warehouse.

1.2 REFERENCES

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

MASTER PAINTERS INSTITUTE (MPI)

MPI 44 (2016) Latex, Interior, (MPI Gloss Level 2)

MPI 52 (2016) Latex, Interior, (MPI Gloss Level 3)

1.3 PAINTING INCLUDED

Drywall or gypsum surfaces, including ceilings. Surfaces behind portable objects and surface mounted articles readily detachable by removal of fasteners, such as screws and bolts.

1.4 PAINTING EXCLUDED

Wood trim around existing windows and doors to remain. Existing wooden doors to remain.

PART 2 PRODUCTS

2.1 PAINT - WALLS

Sherwin-Williams, "Duration Interior Acrylic Latex". Eggshell finish.

Or equal: MPI 52 Interior Latex. Moisture resistant, bathroom paint.

2.2 PAINT - CEILING

Sherwin-Williams, "Premium Ceiling Paint". Flat finish.

Or equal: MPI 44 . Interior Latex. Ceiling paint.

2.3 PAINT COLOR

Exact colors shall be provided by the BLM.

Ceilings: White Office Walls and Hallway: Beige Bathroom Walls: To be determined, to match the tile.

Warehouse wall repair: match existing wall color.

SECTION 09 90 00 Page 38

3.1 PROTECTION OF AREAS AND SPACES NOT TO BE PAINTED

Prior to surface preparation and coating applications, remove, mask, or otherwise protect, hardware, hardware accessories, fixtures, and other items not to be coated that are in contact with surfaces to be coated.

Restore surfaces contaminated by coating materials, to original condition and repair damaged items.

3.2 CLEANING

Thoroughly clean wood window sills, wood framing, and wood molding not scheduled to be painted.

3.3 SURFACE PREPARATION

Repair any damage to existing wall substrate. Remove dirt, loose particles, and other foreign matter and substances deleterious to coating performance of paint. Sand, spackle, and treat minor defects to render them smooth. Repair and fill cracks.

3.4 COATING APPLICATION

Thoroughly work coating materials into joints, crevices, and open spaces.

Special attention shall be given to insure that all edges, corners, and crevices receive a film thickness equal to that of adjacent painted surfaces. Allow time between coats to permit thorough drying. Provide finished surfaces free from runs, drops, ridges, waves, laps, brush marks, and variations in colors.

3.5 WAREHOUSE WALL REPAIR

Paint the warehouse wall repair. Approximate area is 3 foot by 4 foot.

3.6 COATS

Two coats of paint are required.

SECTION 09 90 00 Page 39

SECTION 10 20 00

BATHROOM ALTERATIONS

PART 1 GENERAL

1.1 SECTION SUMMARY

Reconfigure and remodel the warehouse bathrooms. All plumbing work shall be in accordance with ICC IPC .

1.2 REFERENCES

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

INTERNATIONAL CODE COUNCIL (ICC)

ICC IPC (2018) International Plumbing Code

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 DEMOLITION

Demolish walls, shower, and floor tile, as shown on the drawings,and in accordance with section 02 41 00 DEMOLITION.

3.2 BATHROOM WALL RECONSTRUCTION

Reconstruct walls, as shown on the drawings, and in accordance with section 06 15 00 CARPENTRY AND GYPSUM SHEATHING.

3.3 SHOWER RECONSTRUCTION

Reconstruct the shower in accordance with the American's with Disabilities Act (ADA) standards. Provide a shower without a step up, or increase in elevation, from the rest of the bathroom. Modify existing concrete slab and plumbing as necessary for proper drainage.

3.4 SHOWERHEAD AND CONTROL RELOCATION

Relocate the shower controls, shower heads, and diverter to the adjacent wall, as shown on the drawings. Existing shower control location does not meet American's with Disabilities Act (ADA) requirements. Provide plumbing (water supply) as necessary for proper operation of the shower controls.

3.5 URINAL RELOCATION

Relocate the urinal as shown on the drawings. Provide plumbing (water supply and sewer) as necessary for proper operation of urinal.

SECTION 10 20 00 Page 40

SECTION 10 20 00 Page 41

SECTION 10 28 14

BATHROOM FIXTURES AND ACCESSORIES

PART 1 GENERAL

1.1 GENERAL

All plumbing work shall be in accordance with ICC IPC .

1.2 REFERENCES

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

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

ASME A112.19.2/CSA B45.1 (2018; ERTA 2018) Standard for Vitreous China Plumbing Fixtures and Hydraulic Requirements for Water Closets and Urinals

INTERNATIONAL CODE COUNCIL (ICC)

ICC IPC (2021) International Plumbing Code

1.3 SUBMITTALS

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

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-03 Product Data

Toilet ; G

Toilet Flush Valve ; G

Urinal ; G

Urinal Flush Valve ; G

Sanitary Napkin Disposal ; G

Garment Hook ; G

Ada…