25R0001_Atch1-FY25MACCSpecs12FEB2025.pdf

MULTIPLE AWARD CONSTRUCTION CONTRACT (MACC)

Fairchild AFB, Washington

MACC SPECIFICATION OF WORK

GENERAL CONTRACT PROVISIONS

12 FEBRUARY 2025

SECTION DESCRIPTION PAGES

01000 GENERAL CONTRACT REQUIREMENTS 01000-1 thru 01000-5

01100 GENERAL SITE REQUIREMENTS 01100-1

01200 ENVIRONMENTAL CONTROLS 01200-1

01300 TECHNICAL REFERENCES 01300-1 thru 01300-16

01400 GENERAL DESIGN REQUIREMENTS 01400-1

01500

01600

CONSTRUCTION PERFORMANCE

CRITERIA

MATERIAL AND EQUIPMENT

01500-1

01600-1

01700 CONTRACTOR’S QUALITY CONTROL 01700-1 thru 01700-5

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Attachment 1 - FY25 Multiple Award Construction Contract (MACC) Specifications

01000-1

SECTION 01000

GENERAL CONTRACT REQUIREMENTS

1. SCOPE: The Contractor shall provide all labor, materials, tools, expertise, testing, surveying, equipment, reports, samples, warranties, and transportation necessary to complete the project according to the contract documents. The Contractor shall meet all applicable local, state, federal, and other jurisdictional codes in the performance of this contract.

2. DEFINITIONS:

Contracting Officer (CO): Responsible for ensuring performance of all necessary actions for effective contracting, ensuring compliance with the terms of the contract, and safeguarding the interests of the United States in its contractual relationships. In order to perform these responsibilities, contracting officers should be allowed wide latitude to exercise business judgment. Full list of responsibilities in 1.602-2 of the

FAR.

Contract documents for this project consist of plans, specifications, addenda, approved change orders, and the contract together with its attachments.

Construction Manager (CM): Government representative to be on-site and attend preparatory meetings, add an additional point of QC and provides coordination between base entities.

Code or codes referred to in these specifications shall mean all laws, ordinances, and codes by local, county, state, and federal government.

Contractor shall mean the company contracted with, who is responsible for the total work, supervision and completion of the project.

Contracting Officer's Technical Representative: Engineer, Architect, Architect- Engineer, or government does NOT signify the Contracting Officer.

Cost-Loaded Schedule: A project management tool to combine the timeline of the project and associated costs.

CPM: Critical Path Method. Used for identifying construction task timelines in order to complete projects on time.

Submittal: A required document submitted for government review and approval. This includes shop drawings, catalog cuts, physical samples (no photographs), test results, or any other items required to be submitted by the contract documents.

Contract Description: The Multiple Award Construction Contract (MACC) is an Indefinite-Delivery, Indefinite-Quantity (IDIQ) Contract for execution of a broad range of maintenance, repair and minor construction projects affecting real property at Fairchild Air Force Base (FAFB), Washington. All associated sites are within 80 miles of FAFB (JPRA training academy and Survival School off base sites). A ‘Fair Opportunity Proposal Request’ (FOPR) will be issued under this MACC contract to define specific project requirements involving Design-Build and/or Construction only

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01000-2 requirements. No changes or exceptions to these documents are allowed without the expressed written approval of the Contracting Officer (CO).

NTP: Notice to proceed.

3. Design-Build is a method of project delivery in which one entity – the Design-Build team (Designer and Constructor) – works under a single contract with a single point of responsibility to provide design and construction services. Design-Build is an alternative to the traditional Design-Bid-Build project delivery method. To be clear, under the Design-Bid-Build approach, design and construction services are split into separate entities, separate contracts, separate work, separate responsibility. In all regards, one of the measures of the Contractor’s effectiveness of this Task Order management and design, which will be a factor in the final performance evaluation of the Contractor, will be how well the goal of minimizing changes to the accepted design is met in a Design-Build delivery. The use of effective Quality Control during design and construction and the use of experienced and capable designers will also be considered factors.

4. Task Order (TO) execution will be directed by one of the following work elements:

4.1. Work Element No. 1 (Design-Build Effort Required with Provided Partial Design):

MACC Contractor shall be provided a previously accomplished preliminary/ intermediate design effort (e.g., 35% equivalent design) including available drawings, specifications, and/or design analysis, etc., which shall be developed to the appropriate level of design per the requirements of the TO (35% / 65% / 95% / 100% final or a combination thereof).

Upon completion and approval of the appropriate level of design per the TO, and upon direction by the Government, construction, shall commence and be completed in accordance with TO requirements.

4.2. Work Element No. 2 (Construction Effort Only):

MACC Contractor shall be provided a 100% completed design document (drawings, specifications, and/or design analysis etc.) to initiate and complete construction execution in accordance with TO requirements.

5. Contract Requirements: The contractor shall furnish all personnel, labor, equipment, tools, materials, supervision, and other items and services necessary to design, manage, and accomplish a broad range of repair, alteration, and/or new construction work on various real property facilities. The projects will include tasks in a variety of trades such as demolition, site work, excavation, cast-in-place concrete, masonry, structural steel, electrical, mechanical (including HVAC), painting, carpentry, roofing, millwork, road repair, HAZMAT surveys and other specialty and general contracting work.

6. Contractor Organization: The contractor shall have available a design and construction staff to respond to the requirements of this multi-discipline IDIQ type contract. The contractor’s organizational approach shall integrate with this staff to provide project management, project design/engineering, on-site superintendence, Quality Control, and administration.

7. Ordering Procedures: As the need arises for performance under the terms of this contract, the CO or authorized representative will issue a Fair Opportunity Proposal Request (FOPR) providing a synopsis of the proposed project requirements, define the government evaluation

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01000-3 method(s) to be used for subsequent award of TO, and establish the date, time and location of the pre-proposal site visit.

8. Proposals: In response to FOPRs, contractors shall submit price proposals, consisting of completing the Government provided Price Schedule. In addition, as requested provide a Schedule of Values that follows Construction Specifications Institute (CSI) Master format, breakdown by the applicable 50 Division(s) that supports the Price Schedule. In general, this will portray how the contractor divides the pricing for the major segments of work among the Divisions and its Sub-contractors used on the particular FOPR. The purpose of this Schedule of Values is to allocate, to each major segment of work, its share of the total cost of construction. These will be lump sum prices, not by quantity or unit, including Contractor’s Overhead and Profit. These lump sum costs shall also include applicable delivery, taxes, insurance, equipment rentals, and similar costs. For Design-build projects, “Design” shall be a separate line item.

8.1. This Schedule of Values is not for proposal evaluation purposes and is for the Government’s information only.

9. Long-lead time products: Contractor to notify the Government in writing during FOPR Q&A when a long lead time product or material is encountered. Provide detailed information, including the order date, proposed ship date and proof of actions taken to mitigate the long-lead item.

10. Project Locations: The contractor shall accomplish all work under this contract at Fairchild AFB, Washington, and at the following remote locations, in accordance with each TO.

10.1. Survival School Command Post areas (Tacoma and Ruby Creek) near Cusick, WA

10.2. Joint Personnel Recovery Agency (JPRA)

10.3. Fairchild Recreational Area at Clear Lake

10.4. Fort Wright Wells and Geiger Reservoir

10.5. Other sites as identified within the TO.

11. Standard Working Hours: See Base Design Guide, Division 011100 – Summary of Work, Paragraph 1.19.

12. Project Phases: Design-Build and Construction Only projects are either single period of performance or multiple phase period of performance and are project specific. Reference FOPR for scheduling requirements:

12.1. Single Period of Performance: NTP will be issued within 10 days of award and receipt of bonds, to include a draft submittal register. The Contractor owns all responsibility of scheduling and maintaining the schedule to complete the project in its entirety within the allotted time listed in the FOPR, including project closeout.

No physical construction will start without an approved design, including hazardous material surveys, product submittals, drawings and specifications, etc.) (35%, 65%, 100% etc.), a Cost-Loaded CPM Schedule, a QC Plan, and a Safety Plan.

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12.2. Multiple Phased Period of Performance: NTP will be issued within 10 days of award and receipt of bonds, to include a draft submittal register. Phase I – Design (for Design-Build projects), Material Gathering and Submittals, Phase II – Physical Work and Phase III – Close-out. However, on occasion the Phases may be combined. Sections within the FAFB Base Design Guide (BDG) provide for the specific requirements to be met by the contractor for each phase. Refer to contract TO award documents, which provide for the schedule duration for each of the Phases and daily rate for the assessment of liquidated damages if the phase schedules are not met on time.

12.2.1. NTP for physical work will not be issued until the following are submitted and approved: Cost-Loaded CPM Schedule, QC Plan, and Safety Plan.

13. FAFB Base Design Guide (BDG): Divisions within the BDG provide for the specific requirements to be met by the contractor during the period of performance. Refer to contract TO award documents, which provide for the schedule duration for the period of performance and daily rate for the assessment of liquidated damages if schedule is not met on time.

14. Submittals: Upon issuance of a TO, the Contractor shall submit work plans, submittal register, samples, brochures, manufacturers data, product data sheets, shop drawings and/or certificates of materials (relative to the construction execution) to the CO for acceptance prior to their installation within the project, in accordance with design criteria/specifications and TO Requirements. The Government will consider the Contractor’s submittals as being submitted for information only, however it reserves the right to raise any design and construction issue which may not comply with the TO or conform to the requirements of the contract. If the material submittals provided are in variance from the governing design specifications, the Contractor shall describe such variations in writing at the time of submission and request a variance from the design criteria in accordance with the terms and conditions of the contract.

This shall be submitted as an Architect’s Supplemental Instructions (ASI) to the designer with a copy to the Government. Failure to provide such notification will not relieve the Contractor from his responsibility of meeting the design criteria and/or contract specifications regardless of whether or not the submittal is approved by the Government. Material submittals shall be as specified under each specification section. Provide submittals to the CO via e-mail unless document attachments(s) are too large (total greater than 10MB). If hardcopies are submitted, provide two hardcopies and the file(s) on CD. All the material submittals as indicated in the applicable specification section shall be submitted at the same time. If the submittal requirement is listed on the drawings, all material submittals of like work shall be submitted simultaneously and with all corresponding specification sections. Failure to submit all material submittals associated with an individual specification section at the same time will be cause for rejection. If submittals are incomplete or deficient, requiring correction by the Contractor and resubmittal for review, the impact of re-handling and reviewing shall be absorbed by the Contractor.

15. Project Status Updates: The contractor is required to provide weekly project status updates for all active projects. This meeting is to include staff from CES, Contracting Officials, and the Contractor. It will include any pertinent information regarding projects and provide a current percentage of completion for active construction projects.

16. Project Schedule: The proposed schedule (Gantt, PERT or equivalent) must breakdown the project into distinct tasks with associated costs (Cost-loaded CPM) show which tasks will be accomplished simultaneously and indicate the critical path. The purpose of the proposed

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01000-5 project schedule is to aid in the determination of the construction period. FAFB shall not issue NTP until a cost loaded CPM Schedule is approved.

17. Mark Up: Documentation may be requested to substantiate all profit, overhead, and G&A rates. If rates are established for a specific project, it is anticipated that they will be utilized for the duration of that project.

18. Interruption of Work: If it becomes necessary to interrupt work activities in buildings and/or areas for construction purposes (except as otherwise described in the task order), the contractor shall request permission, in writing, from the CO fourteen (14) working days in advance. The contractor shall submit written requests for approved street closings fourteen

(14) working days prior to closing of the street.

19. Project Coordination: The contractor shall coordinate all work schedules with the contracting officer (CO) or designated representative and CES MACC PM or representative prior to the start of work.

20. Coordination Dates: Prior to start of any work under this contract, the contractor shall coordinate start and completion dates in writing with the CO fourteen (14) working days prior to the scheduled start date.

21. Temporary Construction: Any contractor installed temporary construction intended to prevent interruption of normal work activity or loss of utility services is subject to approval of the Base Civil Engineer through the CO.

22. Special Projects/Conditions:

22.1. Real Property Project Checklist: Before project completion, the contractor shall complete and submit for approval, the Real Property Project Checklist (DD Form 1354) interim and final as provided.

22.2. Weather: Reference FAFB BDG Division 011100 1.23 for additional information/direction regarding weather requirements.

22.3. Government Furnished Materials: Per specific TO, Government Furnished Materials (GFM) may be provided for the contractor to install. The contractor shall include the associated costs of installing these materials; reference Section 01000, paragraph 4, Ordering Procedures. As specifically requested, the contractor shall comply with any and all requirements associated with GFM.

End of Section

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01100-1

SECTION 01100

GENERAL SITE REQUIREMENTS

1. Coordination and Access to Site: Coordination with affected facility occupants (Using

Agency) shall be made through the CO and/or the CO’s designated representative to assist the Contractor in completing the work with a minimum of interference and inconvenience.

Upon award of basic contract, long-term passes shall be issued which will allow all contractor-controlled vehicles to access the Base in accordance with local procedures.

2. Temporary Construction Waiver/Security Free Zone Waiver: See Base Design Guide, Division 015000 – Temporary Facilities and Controls, for specific requirements. Waivers will be initiated based on the contractor’s submitted Progress schedule. (Include this for work on/near the airfield and/or security sensitive areas. Coordinate with CENM/Airfield Management about Temporary Construction Waivers and coordinate with CENM/Security Forces about Security Free Zones.)

3. Security Free Zone Perimeter: See Base Design Guide, Division 015000 – Temporary

Facilities and Controls, for specific requirements. Flight line driving procedures shall be followed as required per TO.

4. Utility Locates and Outages: Comply with Requirements in the BDG Division 011100.

End of Section

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01200-1

SECTION 01200

ENVIRONMENTAL CONTROLS

Contractor to follow all Environmental Procedures and Controls laid out in the BDG Division 013543.

01300-1

SECTION 01300

TECHNICAL REFERENCES

1. Design Project Manager: The MACC Contractor shall appoint a Design Project Manager to serve as a single point of contact (POC) and liaison between the Design Team element of the MACC Contract and the CO for all design work required under the MACC contract. Upon award of individual TOs, the designated Design Project Manager shall be made known to the CO in writing.

2. Review Conferences and Meetings: Design Submittal Review Conferences will be held as defined by individual TOs for all scheduled design submittals. In addition to scheduled design submittal review conferences, coordination conferences may be held as deemed necessary by the Government or the MACC Designer at an agreed upon time and location. The MACC Designer may request such conferences when it is deemed necessary by all parties to clarify the design direction or expedite the preparation of established plans and specifications in support of project. The MACC Designer will be responsible for making ‘Confirmation Notices’ of any conversation (telephone or e-mail) and/or minutes of any meeting with AF personnel concerning the execution of the project. The Contractor is required to respond to all review comments and submit in writing, the annotated comments in the subsequent design submittal.

All comments must be accepted and incorporated into the design or rebutted to the Government’s written satisfaction. Unresolved comments shall be resolved by immediate follow-on action facilitated by the contractor.

3. Confirmation Notices: The MACC Contractor will be required to provide a record of all conferences, meetings, discussions, verbal directions, telephone conversations, faxes etc., participated in by the MACC Contractor and/or his representatives on matters relative to the execution of the TO. These records, entitled ‘Confirmation Notices’, will be numbered sequentially and shall fully identify participating personnel, subject discussed, and conclusions reached. The MACC Designer shall forward to the CO a reproducible copy of said conference minutes not more than Five (5) Working Days after the discussion.

4. Design Development Phases: Design accomplishment shall be as identified by each individual TO and must be completed in accordance with the Design Development Phases defined herein (e.g. 35%, 65%, 95%, and/or 100%). Discrepancies and/or omissions within the design documentation relative to the required TO design phases shall be eliminated. Each TO shall identify the maximum level of design accomplishment required (35%, 65%, 95%, and/or 100%) including a re-submittal of the ‘Corrected’ final submittal, with back-check review performed and comments provided by the Government. Design Development Phase definitions and required criteria are provided for in the following paragraphs.

5. Preliminary (35%) Design: Note: These are minimum requirements. Specific requirements may be addressed at the Pre-Design/Kick-off meeting for Phase One.

6. Preliminary (35%) Design Analysis: MACC Contractor shall develop the Design Analysis incorporating narrative scope identifying TO requirements, project parameters, functional and technical requirements of the TO, design objectives, and calculations applicable to the project’s design. The MACC Contractor shall delineate the basic scope and character of the project in support of the plans and specifications for all relevant disciplines (e.g. Architectural, Civil/Structural, Electrical, Mechanical, Fire Protection, and Environmental). Preliminary

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Design Analysis shall include narrative, product literature and other descriptive catalog cut sheets as appropriate providing sufficient detail for proper evaluation.

6.1 Civil/Site Design: Provide a brief description of the basic site layout including utility runs and the rationale behind this design. Address environmental conditions, existing site features, and the relationship of the site and building activities to the surrounding environment.

6.2 Civil/Site Calculations: The calculations for Civil/Site design elements, such as those listed below, will utilize metric units. If the project warrants the use of inch-pound (IP) units, the calculations shall be performed in normally accepted and recognized IP units.

• Soil bearing capacities, settlement analysis, slope stability, erosion control, lateral earth pressures and frost design.

• Road, paving, grading and storm drainage design. Storm drainage design shall be in accordance with EISA Section 438.

• Parking allowances including handicapped spaces and organizational equipment.

• Verification of the adequacy of existing and planned utility systems required for complete project support.

• Sizing of domestic water and fire protection systems.

• Sizing of waste-water collection systems, to include maximum flow rated in units per second for wastewater and sewage.

6.3 Architectural Design: Provide a brief description of the building’s architectural configuration and the rationale behind the design. Address environmental conditions, the relationship of the site and its activities to the building, appearance of the building, response to the architectural program requirements, section of interior and exterior materials, and construction techniques. Describe fire safety measures, including fire egress routes, stair and passage dimensions, detection and alarm systems, and fire suppression systems.

6.4 Architectural Calculations: The calculations for Architectural design elements (including Life Safety), such as those listed below, will utilize metric units. If the project warrants the use of inch-pound (IP) units, the calculations shall be performed in normally accepted and recognized IP units.

• Allowable Floor Area and building height calculations in accordance with the International Building Code and Military Handbook 1008(c).

• Life Safety Code (NFPA 101) and Building Code Analysis. Complete exiting requirement calculations based on the Life Safety Code and any other documents pertinent to codes and regulations, providing information of interest to an AHJ.

• Thermal conductance values for each wall section, which should be selected in coordination with the mechanical engineer to satisfy life cycle cost and energy conservation requirements.

• Physical Security, Evaluation of Force Protection Criteria as referenced in UFC 4-010-01 DOD Minimum Antiterrorism Standards for Buildings.

• Roof Drainage and connection to storm drainage system.

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6.5 Structural Interior Design (SID) and Comprehensive Interior Design (CID) Requirements: If required by the TO, MACC Contractor must comply with the Air Force Civil Engineer Center (AFCEC) “Interior Design Presentation Format” in development of the 35% Design Submittal. For definition purposes, the Preliminary 35% Design Submittal requirement will consist of the requirements identified as ‘Project Definition’ (PD) within the AFCEC document. All applicable ‘Project Definition’ criteria identified within the Part-3 (SID) and Part-4 (CID) AFCEC Submittal Matrix shall be submitted at this phase.

6.6 Structural Design: Provide a brief narrative description of the proposed structural approach. Describe the basic construction type and major structural components.

Indicate the rationale behind the proposed structural system Identify the codes, standards, criteria, and design methods around which the structural design will be developed. Indicate how the specified minimum structural criteria will be met or exceeded in the proposed design. Structural Calculations: The calculations for Structural design elements, such as those listed below, will utilize metric units. If the project warrants the use of inch-pound (IP) units (integration of as-built drawings using IP etc.), the calculations shall be performed in normally accepted and recognized IP units.

• Wind, snow, seismic and dynamic loads.

• Shear, moments and axial loads; to include stress analysis diagrams and torsional effects where applicable.

• Deflection of members and walls.

• Type and sizing of foundations, structural members and connections.

• Uplift and stability of the structure.

• Expansion and crack control.

• Construction or erection limitations.

• Structural adequacy of existing structures to account for new functional loads or new criteria.

6.7 Mechanical Systems: Heating, Ventilation, and Air Conditioning (HVAC): Provide a brief narrative description of the proposed mechanical design. Indicate the rationale behind the selection of the proposed systems. Address the fuel source, environmental conditions, thermal envelope design, and operating characteristics of the HVAC system.

Identify the codes, standards, criteria, and design methods around which the mechanical design will be developed. Indicate how the specified minimum mechanical and environmental criteria will be met or exceeded in the proposed design. The calculations for HVAC design elements, such as those listed below, will utilize metric units. If the project warrants the use of inch-pound (IP) units (integration of as-built drawings using IP etc.), the calculations shall be performed in normally accepted and recognized IP units.

• Heating and cooling design loads. Computerized calculations will indicate the basis of all input data.

• Estimated annual unit energy consumption (see architectural).

• Determine the design energy use and compliance with the energy use budget.

• Energy recovery systems.

• Total energy and selective energy studies.

• Complete system and unit capacities, indicating the dimensions of all equipment.

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• System vibration and noise isolation and control, safety, security and fire protection.

• Size of heating and chilled water distribution, gas distribution, fuel storage, and special liquid, compressed air and vacuum systems.

• Sizing of mechanical lifts, hoists and passenger and service elevators.

• Outside air, ventilation and exhaust air design.

• Supply, return and exhaust air duct sizing, and pressures.

• Acoustic analysis including system noise isolation and reduction.

• Building and related mechanical system commissioning, and the testing, adjusting, and balancing of mechanical systems.

• Surge analysis of closed loop systems.

• HVAC control system parameters and constraints.

6.8 Energy Analysis: All ‘Energy Management and Controls Systems’ (EMCS), Energy Use Budget (EUB), minimum mandatory 10 CFR 435 Energy Conservation Measures (ECM), and analyses/evaluations shall be completed as of this 35% submittal.

6.9 Plumbing: Provide a brief narrative description of the proposed plumbing design.

Indicate the rationale behind selection of plumbing systems. Identify the codes, standards, criteria, and design methods around which the plumbing design will be developed. Indicate how the specified minimum plumbing criteria will be met or exceeded in the proposed design. The calculations for Plumbing design elements, such as those listed below, will utilize metric units. If the project warrants the use of inch-pound (IP) units (integration of as-built drawings using IP etc.), the calculations shall be performed in normally accepted and recognized IP units.

• Size of wastewater and sewage drainage systems inside the building.

• Allocation of Restroom fixtures.

6.10 Fire Protection: Define the type of automatic fire detection that will be provided. Include a description of the control system such as activation of the system, interlocks with HVAC system and connection to detection and alarm system. The calculations for Fire Protection design elements, such as those listed below, will utilize inch-pound (IP) units (integration of as-built drawings using IP etc.). The calculations shall be performed in normally accepted and recognized IP units.

• Water supply calculations indicating the adequacy of the design to meet sprinkler and hose stream flow demands. Calculations must be based on residual and static pressures and flow data obtained from water flow tests (as performed by the MACC Contractor in coordination with the Base Water Shop).

• Sprinkler calculations to determine water flow and pressure demands.

• Complete hydraulic design calculations for detailed sprinkler and Aqueous Film Forming Foam (AFFF) and High Expansion Foam (HEF) system design.

• Prepare floor plans that present a compendium of the total fire protection features being incorporated into the design.

6.11 Electrical Systems: Provide a brief narrative description of the proposed electrical and lighting designs. Indicate the rational of selecting these systems. Identify the codes, standards, criteria, and design methods around which the electrical and lighting design

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01300-5 will be developed. Indicate how the specified minimum electrical and lighting criteria will be met or exceeded in the proposed design.

6.12 Electrical Calculations: The calculations for Electrical design elements, such as those listed below, will utilize inch-pound (IP) units (integration of as-built drawings using IP etc.). The calculations shall be performed in normally accepted and recognized IP units.

• Maintained lux [Foot candle (FC)] levels in all areas. Where areas are similar in size and usage, only a typical calculation is required.

• Individual circuit and system load analysis tabulated in amperes for each panel board or switchboard.

• Transformers, generators, switchboards and feeders indicating all demand, diversity, and ambient-temperature or conductor-grouping factors considered in the selection of equipment or conductor sizes.

• Nonlinear loads and harmonic contributions, kilowatt rating of transformers etc.

• Ground fault and its circuitry protection.

• Voltage-drop on all service and feeder circuits, and on worst-case branch circuits supplied by each panel board and switchboard.

• Weight, dimensions and electrical characteristics of each major item of equipment supported by manufacturer’s names, and catalog cut sheets and model numbers.

• Short circuit calculations.

• Electromagnetic Protection.

6.13 Life-Cycle Cost Analysis: Identify a proposed energy budget for the facility during the final design submittal (regardless of design percentage). Indicate factors for HVAC systems, lighting, and plumbing systems. Provide the specified energy budget analysis for the proposed building. Perform development of all ‘Energy Management and Controls Systems’ (EMCS), Energy Use Budget (EUB), minimum mandatory 10 CFR 435 Energy Conservation Measures (ECM), and analyses/evaluations in support of energy consuming equipment. Design calculations shall include Life Cycle Cost Analyses on which selection of design alternatives are based and clarification of code references for project compliance.

6.14 Energy Conservation: Energy directives in the form of Executive Order 12902 and as a result of Public Law 94-163 and Public Law 102-486, identify minimum requirements for energy considerations in facility operation, construction or alteration (additional Executive Orders have also been issued). This includes details as expanded by Federal regulations in the form of 10 CFR 435 and in UFC 3-400-01. Air Force design criteria for Energy Conservation consist of specifically following UFC 3-400-01 and 10 CFR 435. All requirements stated within these two documents shall be reviewed and incorporated into the design of each TO as applicable.

6.15 Energy Use Budgets (EUB) Technical Analysis/Evaluation: Provide as part of the 35% Design Submittal, a technical analysis/evaluation to comply with AF design criteria regarding requirements for Energy Use Budgets. The technical analysis/evaluation is for information purposes only. The technical analysis/evaluation shall consist of an energy consumption analysis to determine actual Energy Use Budget figures for the facility per the Code of Federal Regulations (10 CFR 435, Part A) as required by UFC

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3-400-01, and per MIL HDBK 1190, Chapter 8. If the facility energy consumption does not comply with design energy use budget figures, provide prioritized recommendations for specific energy conservation measures, i.e., work items for the facility to reduce energy consumption and comply with the design energy use budget figures. The EUB analysis shall be accomplished by means of a simulation tool defined by 10 CRF 435, Subpart A, Section 435.111, Paragraph 11.6. The TRANE Company, for example, certifies that the TRACE 600 complies fully with all requirements of 10 CFR 435, Subpart A Section 435.111, Paragraph 11.6. The required minimum output of the EUB submittal shall address the following:

• Analysis title page.

• System Summary (24 hr/day).

• Design capacity summary and engineering checks.

• Peak Load summary.

• Internal Loads.

• Building Envelope Loads.

• Airflow Loads.

• Building Envelope Composition.

• System Load Profile.

• Building Cool-Heat Demand.

• Building Temperature Profile.

• Monthly Energy Consumption Report.

• Equipment Energy Consumption Report.

6.16 General Energy Use Budget Guidance: The MACC Contractor is required to adequately size various energy consuming equipment and provide alternatives.

Information about the facility and/or preliminary design criteria shall be input into computer program (e.g.TRACE-600) for computations. The location, building orientation, design temperatures, and U-values in addition to types of equipment, lighting, and numbers of people shall be included. The resultant program outputs heating and cooling loads, cfm requirements, coil loads, etc. Optionally, the program can provide monthly and annual energy consumption figures for review. For the facility design to meet energy criteria, the energy consumption must be less than the budget identified (e.g. 45,000 btu/sq. ft/year). The designer is tasked with selecting the most advantageous alternative – that which meets the requirements at the lowest life cycle cost. All of this is inherent during a proper design process. If the budget is not met, alternatives to the construction would need to be determined and included in the design.

This may result in a modification to the designer’s scope-of-work in order to comply.

The MACC Contractor shall certify that the facility is designed to meet the energy requirements.

6.17 Energy Source Selection: Provide a life cycle cost analysis (LCCA) to identify the most economic energy source for heating the facility in accordance with Air Force Engineering Technical Letter (ETL) 86-5. The LCCA shall be provided no later than the 35% Design Submittal. Unit costs for available energy sources are available per kilowatt/hour for electricity, per gallon for fuel oil, and per therm for natural gas by contacting the CO/92 CES/CENM at (509) 247.5847 and asking for current rates.

6.18 The Energy Use Budget (EUB): Analysis shall be provided as a final copy with the last (Final) Design Submittal (in accordance with each TO), with revisions to resolve or

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01300-7 otherwise accommodate review comments provided for the previous design submittals.

The final copy shall be bound and shall be separate from the project Design Analysis submittal.

6.19 A completed unsigned Certificate of Compliance, Detailed Summary (UFC 3-400-01) shall be included with the EUB analysis submittal. The signature for the certificate will be provided by the design agent (as indicated by the certificate). The Certificate of Compliance submittal shall be unbound, separate from the EUB submittal.

6.20 Lighting levels shall be determined in accordance with Illuminating Engineers Society lighting handbook requirements and Mil Handbook 1190. Illumination levels and requirements defined in accordance with 41 CFR chapter 101, paragraph 20.107, shall not be exceeded.

6.21 Metering of each facility shall be provided in accordance with UFC 3-400-01 and 10 CFR 435. Metering as minimum shall be required in accordance with UFC 3- 400- 01, for all buildings. All buildings shall be provided with individual metering for each energy and water service. Metering shall be provided for the following seven energy delivery systems identified in paragraph 10.3.3 of 10 CFR 435:

• Occupant lighting and outlet services.

• Production processes.

• Auxiliary systems.

• Service water heating.

• Space cooling.

• HVAC delivery systems.

• Space heating.

6.22 Additional metering for identified delivery systems in paragraph 10.3.4 of 10CFR 435 shall be provided if the delivery systems energy input is greater than 20kVA or 60,000 Btu/h.

6.23 In buildings or sub-tenant areas of buildings with electric service or energy use as defined in paragraph 10.3.5.1 of 10 CFR 435, shall be provided with metering for energy use as identified by the CFR. Segregated process loads and sub-metering of those loads shall be provided when the energy usage is greater than 100 kVA or 300.000 Btu/h. Metered process loads shall be as follows:

• Production processes i.e. manufacturing, computers, laundries, kitchens, etc.

• Auxiliary systems and service water heating.

• Space heating.

• Space cooling.

• HVAC delivery systems.

6.24 Exception of paragraph 10.3.5.1 of 10 CFR 435 shall be applicable when determining metering installation. Application of metering for compliance of the above criteria shall include a narrative by the AE indicating rationale for providing metering or omission of metering for the above identified loads.

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6.25 Provide EMCS for all buildings to include Central Monitoring and Control. Systems.

Direct Digital Control for HVAC systems is authorized by CFR and complies with the requirements of the CFR regarding EMCS and Central Monitoring and Control Systems.

6.26 All submittals of energy analysis, economic analysis, and life cycle cost analysis shall include a narrative of any decisions, assumptions and parameter values utilized in compliance with the ETL and CFR requirements. Tables with well-defined headings are acceptable as part of the required narrative. Simulation tool outputs shall be organized, described, labeled and defined by text narrative such that an interpretive output manual is not required in order to discern the program output data. All LCCAs shall be in accordance with 10 CFR 436, part A. All designs shall include requirements of ETL 95-4, Mandatory Energy/Water Performance Standards for Replaced or Modified Equipment and ETL 95-2 Mandatory Energy Performance Standards for Replaced or Modified Equipment. All designs shall include a Commissioning of Systems Procedures that complies with policy and guidance provided by Department of Army, U.S. Army Corps of Engineers ER 1110-345-723. The entire facility encompassing all systems integral to the facility shall be certified to have been tested and be fully operational as required by the facility design and ER 1110-345-723.

7. Preliminary (35%) Drawings: Drawings from each applicable discipline in sufficient detail representative of a Preliminary (35%) Design submittal. Drawings shall include the following architectural and engineering criteria as applicable to each TO:

7.1 Site Development:

• Preliminary Site Plan (including project boundaries, building orientation, location of streets – existing and proposed, parking lot layouts, service entrances, storm water management, utility services, paving, curbing, and walks.

• Preliminary Landscaping Plan (including kind, size and type trees, shrubs, and ground cover).

7.2 Architectural: Preliminary Floor Plans (including all levels and all rooms, furniture plans, preliminary equipment, doors, windows, special doors, fixed shelving, vanities, counters, casework, cabinets and any other special design features).

• Preliminary Life Safety Plan and Code Analysis

• Enlarged Floor Plans as required to explain design solutions.

• Roof Plan (including roof slope and drainage).

• Preliminary Building and Wall Sections (indicating story heights, structures, and general construction), Typical Wall Sections include general construction materials and insulation.

• Preliminary Exterior Elevations (including material indications, windows, doors, signage, etc.).

• Preliminary Finish Schedule.

• Preliminary Door Schedule.

• Details of Special Construction.

• Furniture Floor Plan Layout (if not part of the CID package).

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7.3 Structural: Preliminary Foundation and Framing Plans (including typical foundations, floor and roof framing).

7.4 Plumbing: Preliminary Plumbing Plans (including plumbing fixtures, diagram of mains for water supply, sanitary waste and compressed air system).

7.5 HVAC: Preliminary HVAC Plans (including single line diagrams indicating zoning, distribution, capacities of equipment and central plant layout, if applicable).

7.6 Energy Management and Controls Systems/Direct Digital Control Drawings:

• DDC System Abbreviations and Symbols Legend

• DDC System Hardware Location Plan, Controls Schematics, Detailed Sequences of Operation, Controls System Equipment Schedules (including control parameters), and Points Diagram (control devices and associated inputs and outputs).

• DDC System EMCS Requirements (Hardware Location Plan, EMCS Program Application, DDC Integration, Communications).

7.7 Fire Protection: Preliminary Fire Protection Plans (including site, fire system, densities, and occupancy/hazardous classification for each area), to include review and stamp of a Licensed Fire Protection Engineer.

7.8 Electrical: Preliminary Electrical Plans (including typical lighting and power layout, handicapped requirements, fire alarm, site lighting, service type and size.

7.9 Drawings to include the following:

• Fire Detection/Alarm

• Telephone/Communications

• Fiber-Optic Requirements

• Computer/LAN

• Intercom

• Close-Circuit (CCTV)

• Commercial Cable TV

• SIPRNET Requirements

7.10 Communications: Drawings shall include applicable symbols for all equipment including computer/LAN, fiber-optic requirements, intercom, CCTV and commercial cable TV systems indicated on a separate floor plan reserved for Telephone/Communications. Provide preliminary wiring diagram(s) of all telecommunication/cable requirements from identified administrative workstations back to patch panel in telephone room.

8. Preliminary (35%) Specifications: Preliminary (35%) Specifications shall consist of edited Master Specifications Format (MasterSpec) (Current Version) with applicable sections selected from all engineering disciplines. Unified Facilities Guide Specifications (UFGS) are a joint effort of the U.S. Army Corps of Engineers (USACE), the Naval Facilities Engineering Command (NAVFAC), and the Air Force Civil Engineer Support Agency (AFCESA). The MACC CONTRACTOR shall provide to the Government an outline specification of intended \ sections to be used in this project. MACC CONTRACTOR to acquire a copy of UFGS

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Specification Section 028200 – ‘ASBESTOS REMEDIATION with associated Detail Sheets as provided for in COE Engineering Pamphlet EP 1110-1-11- 'ASBESTOS ABATEMENT GUIDELINE DETAIL SHEETS' and UFGS Section 13281 – ‘LEAD HAZARD CONTROL ACTIVITIES’ for use in editing for subsequent submittals. Several of the typically used UFGS specification sections have been edited by FAFB to incorporate unique technical requirements. These are available for downloading by accessing http://www.wbdg.org

9. Intermediate (65%) Design: Note: These are minimum requirements. The 65% Design Submittal shall include updated drawings, specifications, and design analysis (including SID/CID criteria), expanding upon the previous design submittal required of the TO (‘Concept’ and/or 35% Design). The drawings will show progress in all disciplines including site plans, floor plans, elevations, wall sections, details, and all other applicable areas. All cut sections and details shall also be shown on the drawings at this time. Any updated or corrected design analyses of architectural, structural, civil, electric, mechanical, and utility systems shall be included. The MACC Designer using design criteria contained herein will develop the Intermediate (65%) Design Submittal to include but not necessarily be limited to the following:

9.1. Intermediate (65%) Design Analysis: MACC Designer shall provide a Design Analysis equal to a 65% Design Submittal (considered an ‘Updated’ 35% Design Analysis as previously described), incorporating all previously provided design submittal technical review comments. Provide updated design evaluations and updated calculations for the proposed architectural, civil/ sanitary, structural, mechanical, electrical systems, miscellaneous equipment, and any other special design features unique to the project.

9.2. Structural Interior Design (SID) and Comprehensive Interior Design (CID) Requirements: MACC Contractor SHALL comply with UFC 3-120-10, Interior Design presentation format/submittal requirements in development of the Intermediate 65% Design Submittal. All applicable 65% Design criteria identified within the SID and CID Submittal Matrix shall be submitted at this phase.

10. Intermediate (65%) Drawings: MACC Designer shall provide Drawings equal to a 65% Design Submittal (considered ‘Updated’ 35% Drawings as previously described) supplemented with additional drawing criteria described herein.

10.1. Floor Plan Drawings with dimensions and functional arrangement of all renovated areas; including corridors, exits, stairs, and utility spaces properly related to exterior access, roads, parking, and service areas, etc. Individual treatment shall be given items involving special design and/or deviations from accepted standards and of complex design. Gross floor areas shall be shown for each floor and for the entire building. Floor and roof framing, and loadings shall be indicated. Built-in, installed, and specialized portable equipment shall be indicated to scale. Drawings shall be provided in sufficient detail and clarity to permit Government review of proposed design development and method of accomplishment.

10.2. Drawings shall include but not limited to Title Sheet with Location Map, Vicinity Map and Drawing Index; Site Plan with existing and proposed exterior utilities distribution and topography; Demolition Plan (including phases if applicable), Foundation Plans;

Framing Plan; Floor Plans; Exterior and Interior Elevations; Interior and Exterior Signage; Building and Wall sections; applicable details for sufficient 65% review; Door and Window Schedules; Finish Schedules and Interior elevations of new work. Typical wall sections shall be shown at a scale of no less than 3/4 inch = 1 foot. Sections shall

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10.3. Environmental Control Drawings shall indicate procedures to be used for abatement of known asbestos or lead paint material (in conjunction with Government-provided asbestos survey).

10.4. Mechanical/Plumbing Drawings: For heating, air conditioning, mechanical ventilation and plumbing, indicate the location, capacity, and space requirements for all major items of mechanical equipment.

10.5. Single line indication and riser diagrams of ducts, pipes, and equipment and their approximate location shall also be shown. Indication shall be made as to whether piping and ductwork are exposed or concealed. Functional areas where pipes are exposed shall be delineated. Approximate operating range or capacity for heating, ventilation, air conditioning, and refrigeration equipment shall be clearly stated.

Drawings shall include the following:

• Mechanical Abbreviations and Symbols Legend

• HVAC Equipment Schedules

• HVAC System Plan

• HVAC Details

• Plumbing Equipment and Fixture Schedules

• Plumbing System Plan

• Plumbing Details

• Automatic Sprinkler Requirements

• DDC System Abbreviations and Symbols Legend

• DDC System Hardware Location Plan

• Controls Schematics, Detailed Sequences of Operation

• Controls System Equipment Schedules and Points Diagram

• DDC System EMCS Requirements (Hardware Location Plan)

• EMCS Program Application, DDC Integration

10.6. Electrical Drawings: Drawings shall include floor plans showing fixture location, circuiting, switching and outlets; details of systems; single line diagrams including all metering and segregated load sub-metering required by ETL 94-2; fixture and equipment schedule; abbreviations and symbols legend. Indicate lighting arrangements, type of fixtures proposed, general light intensities, special electrical requirements of the user, including communications and electronic facilities where applicable, light and power service entrance and distribution arrangement. Conduits, including those to be wired by others, shall be shown together with indication as to whether conduits are exposed. Functional areas having exposed conduits shall be delineated. Riser diagrams, showing service equipment, feeders, and panels, other than branch circuits, shall be shown. Cable sizes, current demand factors and the switch and panel board descriptions are not required at this time.