BO8 Attachment 1 Repair-Four-Roofs-SOO-21June2022.docx

SOO: Replace Roof SE Section 51005, Replace Roof on Rowe Hall 63845, R/R Roof 51450, R/R Roof 51451 Modification: 0

STATEMENT OF OBJECTIVES

Work Order Number JAG00004-0J BLDG 63845 Repair Rowe Hall Roof Work Order Number FEM0059-8J BLDG 51005 Repair Roof Center Section East Work Order Number FSI000139-1J BLDG 51450 R/R Roof Work Order Number FSI000141-1J BLDG 51451 R/R Roof Project Manager: Robert Jay Modification #0 Date: 21 June 2022 Project Background PROJECT 1: Building 63845, Rowe Hall at Fort Huachuca, Arizona. The tile section of the roof is in poor and aged condition and requires excessive maintenance to control leaking. The facility is an Automatic Aided Instruction facility placed in service 6/19/1990. The building size is 65,751 square feet.

PROJECT 2: Building 51005, Riley Barracks at Fort Huachuca, Arizona as a transient and unaccompanied personnel housing. This one story section of the roof is in poor and aged condition and requires excessive maintenance to control leaking. The building was placed in service 11/30/1972. This section of roof is about 21,000 square feet.

PROJECT 3: Building 51450, was built in 1960 as part of the 11th Signal Brigade Motor Pool at Fort Huachuca, Arizona. The roof is gravel coated and bubbling up in places. The roof was damaged in a storm a few months ago while vacant. This Administrate General Purpose facility was placed in service in 11/18/1969. The building size is 8,780 square feet.

PROJECT 4: Building 51451, was built in 1960 as part of the 11th Signal Brigade Motor Pool at Fort Huachuca, Arizona. The roof is gravel coated and bubbling up in places. The roof was damaged in a storm a few months ago while vacant. This Administrate General Purpose facility was placed in service in 11/18/1969. The building size is 7,513 square feet.

Statement of Objectives This is a Design/Build contract with four projects. All work and materials will be based UFC 3-110-03 Roofing Standard. The designer of record shall determine wind uplift pressures and dimensions of the corners, perimeter, and field of the roof in accordance with ASCE-7, Minimum Design Loads for Buildings and other Structures. Delineate calculated values in the roof specification or drawings. The roofs will be rated for winds up to 125 mph.

PROJECT 1. Building 63845. The contractor shall provide design build services and furnish all labor, material, equipment, supervision, transportation, permits, fees, and licenses necessary to replace the existing mission tile roof sections for building 63845, located at Fort Huachuca, AZ. A non-specific statement of work for this repair project is provided in Section 4. The contractor shall prepare a more detailed scope of work outlining their Contract Execution Overview, to include their technical approach, and tentative schedule. The contractor shall field verify the area of work before submitting their SOW and proposal.

PROJECT 2. Building 51005. The contractor shall provide design/build services and furnish all labor, material, equipment, supervision, transportation, permits, fees, and licenses necessary to replace existing roof for Area CE and the addition east of area CE at building 51005, located at Fort Huachuca, AZ. A non-specific statement of work for this repair project is provided in Section 4. The contractor shall prepare a more detailed scope of work outlining their Contract Execution Overview, to include their technical approach, and tentative schedule. The contractor shall field verify the area of work before submitting their SOW and proposal.

PROJECT 3. Building 51450. The contractor shall provide design/build services and furnish all labor, material, equipment, supervision, transportation, permits, fees, and licenses necessary to replace existing roof, gutters and downspouts at building 51450 located at Fort Huachuca, AZ. A non-specific statement of work for this repair project is provided in Section 4. The contractor shall prepare a more detailed scope of work outlining their Contract Execution Overview, to include their technical approach, and tentative schedule. The contractor shall field verify the area of work before submitting their SOW and proposal.

PROJECT 4. Building 51451. The contractor shall provide design/build services and furnish all labor, material, equipment, supervision, transportation, permits, fees, and licenses necessary to replace roof, gutters and downspouts at building 51451 located at Fort Huachuca, AZ. A non-specific statement of work for this repair project is provided in Section 4. The contractor shall prepare a more detailed scope of work outlining their Contract Execution Overview, to include their technical approach, and tentative schedule. The contractor shall field verify the area of work before submitting their SOW and proposal.

The contractor shall be responsible for testing for lead and asbestos. The proposal will be based on no lead or asbestos being present.

Proposal Requirements Technical Approach. The contractor proposal technical approach section must address each of the line items listed in Section 4.0, Statement of Work. Language of this section must include a description of the steps and methods by which each item of the SOW will be completed. This description must adhere to the details outlined in pertinent UFGS and UFC specifications (see listing in back of this SOO), such that a clear understanding of the requirements can be demonstrated to a competent qualified person.

Materials/Quantities/Equipment. The Contractor Proposal Materials, Quantities and Equipment section must provide a clear and detailed list of all of the building materials and estimated quantities, as well as the equipment to be used in the execution of the project. These items must be presented in a bulleted list fashion such that a competent qualified person can understand what materials, estimated quantities and equipment will be used during the execution phase of the project. Group the items by project.

3.02.01 Materials shall include items such as mechanical fasteners, hardware, devices, fixtures, valves, piping, sealants, structural members, electrical wiring and all other permanently installed materials at the project location.

3.02.02 Equipment shall consist of all tools, machinery, motorized or engineer driven products, and all other non-permanent items which will not be left on site.

Labor Hours. The contractor proposal labor hours section must give a detailed breakdown of labor hours, to include an estimated number of hours assigned to each trade or supervisory position including design, such that a clear understanding of the division of labor can be determined. In addition, the total number of hours estimated for the project should be listed. Group the information by project.

Tentative Schedule. The Contractor Proposal Tentative Schedule section must provide a detailed estimate of all activities to be conducted during the project period of performance. Scheduled actions must be listed in a logical order to demonstrate a clear timeline of the proposed project activities. Each building will have an individual schedules.

Statement of Work PROJECT 1. Building 63845. The original plans are available. The following list is not detailed in scope; the contractor shall provide a more specific scope of work with specifications:

Demolition. The contractor shall remove any materials associated with the tile roof. (Olay Mission Tile, underlayment, insulation, gutter, flashing, fascia, soffit, etc.). The contractor shall remove all materials above the metal deck. The contractor shall repair metal decking. Expect 10% of metal decking to need repair. The contractor shall recycle the Olay Mission tile or similar tiles as appropriate to designated storage area on post. Plans of the original design are available.

The contractor shall install all new trim, fascia boards under fascia, gutters and downspouts. The existing Olay Mission Tiles with be replaced with a synthetic mission tile system. The peel and stick underlayment shall meet ASTM D1970, ASTM E108/UL 790 Class A Fire resistance. The underlayment shall be applied over new plywood decking over the entire metal deck.

The contractor shall remove all sealant at the CMU control joints and replace with new material.

PROJECT 2. Building 51005. The original plans are available. The following list is not detailed in scope; the contractor shall provide a more specific scope of work with specifications: Only the roof for Area CE and DE will be replaced at this time.

Demolition. The contractor shall remove any materials associated with the roof down to the concrete. (Gutter, flashing, etc.) The soffit and fascia are concrete. Remove Drain Strainer assemblies to first joint below concrete. Remove all cant strips, wood nailers, wood blocking and gravel. The contractor shall remove the cap flashing on top of the parapet wall and counter flashing above the roof membrane.

The contractor shall add new R-30 rigid insulation adhered in accordance with manufactures instructions. The contractor shall install a new single ply PVC membrane roof of minimum 72 mil thickness and all associated components per UFC and manufacturer’s requirements and standards on the roof. The contractor shall install all new metal fascia, cap flashing and counter flashing. The contractor shall install new stainless steel strainer assemblies clamped to the concrete deck and provide new pipe boots. The contractor shall install new curbs around hatch. The contractor shall add new walk pads. The contractor shall add boots, new flashing and counter flashing at all roof penetrations. The contractor shall seal any exposed area on the parapet wall above the roof membrane. The contractor shall install precast concrete splash block below the discharge area for the downspouts in areas with rock at grade. The contractor shall remove and replace any failed sealant between wall and sidewalk. The contractor shall install slot drain in sidewalk below the downspout nozzles for rainwater discharged to edge of sidewalk on the south elevation of Area CE.

Note there is an active low voltage electrical line in conduit on this roof.

PROJECT 3. Building 51450. The original plans are available. The following list is not detailed in scope; the contractor shall provide a more specific scope of work with specifications:

Demolition. The contractor shall remove any materials associated with the roof. (Gutter, flashing, fascia, soffit, etc.).

The contractor shall repair deck. The contractor shall add new R-30 rigid insulation adhered in accordance with manufacturer’s instructions. The contractor shall install a new single ply PVC membrane roof of minimum 72 mil thickness and all associated components per UFC and manufactures requirements and standards on the roof. The contractor shall install all new trim, fascia, gutters, and downspouts.

PROJECT 4. Building 51451. The original plans are available. The following list is not detailed in scope; the contractor shall provide a more specific scope of work with specifications:

Demolition. The contractor shall remove any exterior wall joint sealant and caulking around equipment, piping and conduit penetrations. The contractor shall remove any materials associated with the roof. (Gutter, flashing, fascia, soffit, etc.).

The contractor shall add new R-30 rigid insulation adhered in accordance with manufacturer’s instructions. The contractor shall install a new single ply PVC membrane roof of minimum 72 mil thickness and all associated components per UFC and manufactures requirements and standards on the roof. The contractor shall install all new trim, fascia, gutters, and downspouts.

Schedule Notice to Proceed for the projects shall be issued no later than 10 calendar days after the award. All four projects shall be 100% complete and ready for final inspection no later than 132 working days after the NTP.

The contractor’s proposed schedule shall be submitted with the proposal. Revised schedules shall be submitted at the time of the preconstruction conference for approval. The schedules shall be in the form of a progress chart of suitable scale to indicate the percentage of work scheduled for completion at any given date during the period. The schedules shall take into consideration anticipated adverse weather that could preclude progress, long-lead equipment or materials critical to the completion of the project, review periods for submittal items requiring Government review and approval, air quality control permitting process and other events and milestones as necessary. The schedules shall be dated and signed by the preparer. The schedules shall be updated, revised and submitted for approval each time in the event that work falls behind. The revision number shall be shown on any resubmission. The intent is to show in the event that construction is behind just how the contractor intends to finish within the approved contract time period. The schedule shall be revised in the event that construction falls behind. It is the contractor’s responsibility to properly maintain the site during the life of the contract. Any damage caused by nature beyond the contractor’s control will be addressed as a separate issue.

Occupancy Buildings 51005 and 63845 will be occupied. Buildings 51450 and 51451 will not be occupied.

Material, Standards, Codes, Regulations, and Workmanship (FAR 52.236-5, Material and Workmanship) All materials and equipment shall be new unless otherwise specified. All work shall be completed in accordance with the plans and specifications, applicable industry standards, UFC, UFGS, NFPA, ASHRAE, NEC, SMACNA, NEBB, AABC, and AASHTO standards; federal, state and local codes, regulations of EPA, OSHA, and NEPA, if required; Network Enterprise Center (NEC) and SSVEC requirements; Fort Huachuca Energy Policy and Army Energy and Water Management Program. All government permits, certifications, lead paint and asbestos analyses, if required, etc. shall be obtained by the Contractor prior to commencement of work or prior to beginning construction and are the specific responsibility of the Contractor (Federal, State and local governments). Air quality control permitting efforts must be coordinated with DPW ENRD Air Quality Program prior to the start of any construction and prior to making any irrevocable decisions (i.e. purchasing equipment) related to equipment, activities or processes that have the potential to emit air pollutants such as combustion exhaust, dust, asbestos, evaporative emissions, refrigerant, etc. All certifications are the responsibility of the contractor (potable water health certifications, gas weld certifications, refrigerant technician certifications, asbestos removal certifications, etc.) and must be provided to the COR prior to final payment.

The contractor shall obtain specific approval for all materials and equipment that vary from the standards established herein. All work shall be performed in a skillful and workmanlike manner to current applicable industry standards and in accordance with manufacturer instructions. Work requiring certified craftsmen shall be performed by certified personnel. Proof of such certification, training, or other qualifications shall be made available to the Government upon request. If the manufacturer of any product used in accomplishing this project has published an installation and/or operation manual, such manual shall be followed in its entirety. If any organization such as, but not limited to, APA or ANSI publish any construction guide, it will be followed as applicable to this project. If the manufacturer’s manual deviates from any established code, regulation, local requirement or this scope of work, such deviation shall be brought to the attention of the government representative before award, for written resolution. A revised scope of work will be issued to specify such resolution and incorporated in any resulting award.

Commissioning of major systems (e.g., HVAC, Lightning Protection, etc.) is required, unless otherwise noted.

The contractor shall comply with Federal directives by recycling at least 50% of Construction waste.

The contractor shall comply with all Federal, State and Army Environmental requirements. Ensure Contractor responsibilities and operating limitations are noted in proposal [i.e. Storm Water Pollution Prevention Plan (SWPPP) shall be initiated and paid for by the contractor, contractor must conduct and record dust control for all dust-generating activities, contractor cannot use photo-chemically-reactive solvents in the application of architectural coating, etc.]. Contractor shall keep all required records as stated in the following (and any others as required by Federal/State authorities) and submit to the government.

Air, water, asbestos, lead based paint and hazardous waste, among others, need to be covered in any construction, demolition or renovation contract; thus, the contractor is required to maintain all record-keeping and submit it to the appropriate government entity at the appropriate time, with a copy sent to the DPW COR.

Clean Up (FAR 52.236-12, Cleaning Up) The contractor shall at all times keep the work area, including storage areas, free from accumulation of waste materials. All trash will be removed from the site on a daily basis. Upon completion of the project, all equipment, materials and other items associated with the project shall be removed from the project site and the site shall be left clean. Any and all waste products created during performance of the work shall be removed from the project site, packaged in an environmentally approved manner and disposed of OFF-POST at an environmentally approved disposal site.

Utilities Where available, onsite utilities will be provided to the contractor at their expense and will require a Utility Sales Agreement with Fort Huachuca. These utilities shall be used only in the performance and support of the project. The utilities at buildings 52450 and 52451 are not in service.

Any temporary connection to the utility system will be coordinated with the contracting officer’s representative prior to hook-up. The contractor shall complete the temporary connection and all temporary electrical work in accordance with applicable codes and standards. Temporary electrical wiring and devices shall comply with the current National Electrical Code. Temporary wiring and devices shall be removed at project completion. All temporary electrical work shall be at the contractor’s expense.

Expansions/tie-ins to the potable water system and/or sewer collection system must be coordinated with the DPW. Some projects for expanding the potable water system and/or the sewer collection system will require an ADEQ 4.01 permit/NOI, prior to breaking ground.

Storage Areas/Lay down Yards The contractor and the Contracting Officer’s Representative will agree on temporary storage areas and lay down yards in the general location of the project. Request for proposed storage area shall be submitted with the proposal documents. The contractor shall be responsible for the safety, security and maintenance associated with storage areas. Storage areas shall be kept clean and in a neat and organized appearance at all times. If the storage area is not maintained, the Contracting Officer may direct the contractor to store materials off the installation. Storage areas and lay down yards shall be returned to the existing stable state, which may require some rehabilitation of the land, like re-seeding with native grass mixtures.

DD Form 1354 Worksheet Preparation The contractor shall prepare a DD Form 1354 Information Worksheet near completion of the project and submit it to the Government prior to final inspection and acceptance. The contractor may obtain a DD Form 1354 Information worksheet from the DOC CS or the DPW COR.

Controlled Areas For Building 53845 the contractor will be escorted for any and all work performed in controlled or secured areas. The occupant of the facility requiring the work will provide an escort for the contractor. No weekend work will be scheduled.

Waste Disposal and Borrow Pits The contractor shall comply with the Fort Huachuca Waste Disposal/Borrow Pit Plan and submit a project specific Environmental Protection/Borrow Pit Plan.

Contractor Quality Control (CQC) The contractor is responsible for quality control and shall establish and maintain an effective quality control system and shall include the following:

The Quality control system shall consist of plans, procedures, and organization necessary to produce an end product that complies with the specified requirements of this project. The system shall cover all construction activities, both on site and off site, and shall be coordinated with the proposed construction schedule.

The contractor shall submit to the COR for review and approval a Contractor Quality Control Plan proposed to implement the specified requirements. The plan shall identify personnel, procedures, controls, instructions, tests, records, and forms to be used. Construction will be permitted to begin only after acceptance of the CQC plan. The plan shall include, as a minimum, the following to cover all construction operations and features.

A description of the CQC organization and lines of authority (e.g., Organization Chart).

Names, qualifications, duties, responsibilities, and authorities of CQC personnel.

Procedures for scheduling, reviewing, certifying, and managing submittals.

Procedures for conducting CQC inspections to include routine inspections, follow-up inspections on deficient work, pre-final inspections, and final inspections.

Procedures for tracking construction deficiencies from the time of identification through acceptable corrective action (e.g., Deficiency Tracking Log).

Documentation and reporting procedures, including proposed reporting format.

The contractor shall maintain current records providing factual evidence that the required QC activities and/or tests have been performed. These records shall be furnished to the Government daily and within 24 hours after the date covered by the report (except when no work is performed; then one report shall be submitted for every seven days of no work). The reports shall include the work of sub-contractors and suppliers and shall be on an acceptable form that includes, as a minimum, the following information:

Contractor/subcontractor and their area of responsibility.

Work performed each day, giving location, description, and by whom.

Weather conditions encountered.

Any delays encountered.

Test and/or control activities performed with results and references to specifications/drawings.

Materials received at the site with statement as to quantity and quality, acceptability, and storage.

Submittals and deliverables reviewed.

Job safety evaluations stating what was checked, results, and instructions or corrective actions taken.

Instructions given or received and conflicts in plans and or specifications.

Contractor’s verification statement that equipment and materials incorporated into the work and the workmanship comply with the specified requirements.

Air Quality Control – the contractor shall comply with all requirements of the Fort Huachuca Air Quality Control Permit and other Clean Air Act regulations by submitting all required records, including but not limited to the following, as applicable, in accordance with applicable pre-construction/construction/post-construction timelines, to the DPW ENRD Air Quality Program:

Detailed equipment specifications and activity/process descriptions Documentation of equipment that was installed in accordance with manufacturer instruction Specifications of removed equipment Dust control logs Fuel certifications Report of run times occurring during equipment installation (i.e. generator hour meter readings) EPA engine certifications Records of Asbestos NESHAP Notification for Renovation and Demolition Activities forms filed with the appropriate state/county entity and all supporting documentation Miscellaneous chemical usage

Inspection All work is subject to inspection and testing by the Government at all places and at all reasonable times before acceptance, in accordance with FAR 52.246-12, Inspection of Construction. Government inspections and tests do not relieve the contractor of the responsibility for providing adequate quality control measures, nor does it constitute or imply Government acceptance of the work. The presence or absence of a Government inspector does not relieve the contractor of complying with the specified requirements, nor is the Government inspector authorized to change any term or condition of the specification without the Contracting Officer’s written authorization.

Accident Prevention The contractor shall comply with 29 CFR part 1926, 29 CFR part 1910, all state and local occupational safety and health requirements, and the requirements of EM 385-1-1, U.S. Army Corps of Engineers Safety and Health Requirements Manual.

The contractor is responsible for accident prevention and safety and shall establish and maintain an effective system.

The plan shall be developed by a “qualified person” (EM 385-1-1, A-1, 1.a.) and be signed by a representative of the prime contractor’s “corporate office authorized to obligate the company.” The plan shall meet the minimum basic outline requirements contained in EM 385-1-1, Appendix A. The plan shall be job-specific and shall include work to be performed by subcontractors and measures to be taken by the contractor to control hazards associated with materials, services, or equipment provided by suppliers. The accident prevention plan shall include procedures for frequent safety inspections, conducted by competent persons, of the work sites, material, and equipment to ensure compliance with the plan and other referenced standards. Unless otherwise approved, Quality Control personnel shall conduct and document daily safety inspections.

Submittals The contractor shall provide information and/or submit samples of materials that the contractor contemplates incorporating in the work. All submittals shall be at the contractor’s expense.

The following submittal items are required for this project:

Submittals required prior to start of construction (normally at the PRECON) shall include:

Construction schedule Project designs, specifications, design analysis Shop drawings Submittal Register (ENG FORM 4025 and 4288) Catalog cuts (equipment and materials) Finish material samples and/or product data Sub-contractor personnel list (POC with phone number) Quality Control, Accident Prevention, Disposal/Borrow Pit Plans Permits and certifications (Dig Permit, SWPPP/NOIs, 4.01 permits, Hot Work, etc.)

Air Quality Control and other Environmental submittals as appropriate Submittals required during the construction period shall include:

Monthly reports to COR Air Quality Control Reports and other Environmental submittals TAB reports – certified by NEBB Technician Draft DD Form 1354 Worksheet Air Quality Control and other Environmental submittals as appropriate Submittals required near the end of the project but before final inspection:

Final DD Form 1354 Worksheet As-Built drawings using AutoCAD (per contract requirements) Certified Commissioning Reports O&M manuals – 3 hard copies and one computer disk (CD) All required certifications (potable water piping, gas line joint fusion weld certification, etc.)

Training for shop and design personnel Estimate quantity of all recycled wastes Repair parts list and vendors Maintenance paint Air Quality Control and other Environmental submittals as appropriate (construction water used, Dust control records, etc.)

If any of the equipment/material submittals are disapproved, the contractor shall resubmit the disapproved submittals for review and comment within five (5) working days of notification of their disapproval. This process shall continue until all equipment/materials are approved by the government.

If the contractor uses or installs materials or equipment without approval, he does so at the risk of subsequent rejection, and replacement at his cost.

Final Inspection and Acceptance Final inspection and acceptance shall be conducted after the pre-final inspection is completed by the CQC representative and the pre-final inspection punch list items are completed by the contractor. The CQC representative compiles the pre-final punch list immediately after the work is completed. The Government’s PM/COR/QA representative will sign for completion documents after the final inspection and its punch list items are corrected; and upon receipt of acceptable As-Built Drawings and any delayed work (seeding prior to rainy season, Air Conditioning Test, Adjustment and Balancing in summer months, etc.).

Attachments

18.1 Building 63845. Photo of roof for building 63845. Plans: Exterior Elevations, wall sections, roof plan and details, and miscellaneous details

18.2 Building 51005 Photo of roof for building 51005. Plans: Exterior Elevations, Roof plans and details and Structural wall sections and details.

18.3 Building 51450. Photo of roof for building 51450. Plans: Exterior Elevations, details and Sections color schemes.

18.4 Photos of project for building 51451. Plans: Exterior Elevations, details and Sections color schemes.

18.5 Plans are PDF. Tiffs are available after award.

Warranty Requirements All work shall be covered under the one-year warranty of construction (FAR 52.246-21, Warranty of Construction).

In addition to the one-year warranty of construction, the contractor shall obtain all warranties that would normally be given in commercial practice and, upon final acceptance of the work (or before), provide a list to the Government of each warranted equipment item, feature of construction, or system. The list shall indicate the following:

Name of item.

Model and Serial Number.

Installed location.

Name and phone numbers of manufacturers or suppliers.

Names, addresses, and phone numbers of sources of spare parts.

Warranties and terms of warranty. Items with warranties extending beyond the one-year warranty shall be indicated with separate warranty expiration dates.

Start date and duration of warranty period.

Summary of maintenance procedures required to continue the warranty in force with cross-reference to specific pertinent operation and maintenance manuals as applicable.

The list shall include the status of delivery of all Certificates of Warranty for extended warranty items, to include roofs, HVAC balancing, pumps, motors, transformers, and for all commissioned systems such as fire protection and alarm systems, sprinkler systems, lightning protection systems, etc.

At approximately four and nine months after acceptance the Government may conduct warranty inspections. The inspections will be scheduled by the Government COR/Project Manager and conducted with the user, and, if possible, contractor personnel attending. A list of deficiencies existing at the time will be compiled and furnished to the Contractor for correction.

Related Specification Documents UFC Specifications The contractor shall develop their own listing of specifications IAW the task order. The listing provided is a guide.

UFGS Specifications

UFGS 00 01 15 LIST OF DRAWINGS

UFGS 01 11 00 SUMMARY OF WORK

UFGS 01 32 01.00 10 PROJECT SCHEDULE

UFGS 01 33 00 SUBMITTAL PROCEDURES

UFGS 01 33 29 SUSTAINABILITY REPORTING

UFGS 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

UFGS 01 45 00.00 10 QUALITY CONTROL (MATERIALS)

UFGS 01 45 00.00 20 QUALITY CONTROL (HVAC)

UFGS 01 45 00.00 40 QUALITY CONTROL (PROCESS)

UFGS 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

UFGS 01 57 19 TEMPORATY ENVIRONMENTAL CONTROLS

UFGS 01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

UFGS 01 75 00.00 40 STARTING AND ADJUSTING

UFGS 01 78 00 CLOSEOUT SUBMITTALS

UFGS 01 78 23 OPERATION AND MAINTENANCE DATA

UFGS 01 86 12.07 40 RELIABILITY CENTERED ACCEPTANCE FOR MECHANICAL SYSTEMS

UFGS 02 41 00 DEMOLITION AND DECONSTRUCTION

UFGS 23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

UFGS 23 09 23.02 BACNET DIRECT DICITAL CONTROL FOR HVAC AND OTHER BUILDING CONTROL SYSTEMS

UFGS 23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

UFGS 26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

UFGS 26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

UFGS 26 05 71.00 40 LOW VOLTAGE OVERCURRENT PROTECTIVE DEVICES

UFGS 26 23 00.00 40 SWITCHBOARDS AND SWITCHGEAR

UGS 26 24 19.00 40 MOTOR CONTROL CENTERS

UFGS 26 28 00.00 10 MOTOR CONTROL CENTERS, SWITCHBOARDS, AND PANELBOARDS