05 FBNV240017 -Section 01011 Design Requirements.pdf

16 April 2024/Rev 1.0

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SECTION 01011 - DESIGN REQUIREMENTS

1. PROJECT DESCRIPTION

1.1. General. This request for proposal (RFP) calls for the

design, plans, specifications, and construction to replace the existing argonite clean agent fire suppression media and tanks with a new clean agent Fire Suppression media and tanks in 610 CACS Power Generation Shelter. Retention of the existing control system and components is highly preferred with the replacement of only items required to support the new piping and clean agent media. The new clean agent media shall be capable of being easily recharged and/or replaced for the life of the system.

1.2. Location. The project site is located in the Combined

Air Operations Center (CAOC) Compound on the northwest corner of Arizola St and Sunglow Rd, Davis-Monthan Air Force Base (Tucson), Arizona. The base-approved Location and Site Plans may be made available to the Contractor upon request.

1.3. Project Programming. Government programming requirements, classification of work, project approval levels, and funding appropriation have defined the requirement for execution of this project. The Contractor shall work the project as a whole. The Contractor shall maintain documentation to include, but not limited to, progress reports, requests for payment, change orders, modifications, and any other contractual (cost) documents for each project’s scope of the total project. All design and engineering costs shall be incorporated into this project.

1.4. Codes, Standards, and References.

1.4.1. The Davis-Monthan Air Force Base Design Compatibility Guidelines (base DCG) are incorporated by reference into the contract specifications. All provisions of the base DCG shall be complied with unless specifically deleted by the project documents.

1.4.2. Equipment, materials, assemblies, spare parts, meters, monitors, controls, and any other articles of construction that are required to communicate with, connect to, operate with, or supplement existing base systems shall be 100% compatible in installation, configuration (including software), maintenance, repair, and operation or the item will not be considered equal and will be disapproved by the Government.

1.4.3. Brand Name References: The following is a list of highlighted brand name requirements from the base DCG.

This list should not be considered to be complete. All “Or Equal” material submittals shall be 100% compatible or they will be disapproved by the Government.

1.4.3.1. Existing Fire Detection/Prevention Panels – Monaco and Kidde Fenwall.

1.5. Design and Construction Schedule. The Contractor shall provide as part of their proposal a preliminary design construction completion schedule for the Government’s review and approval. The intent of all Davis-Monthan AFB Design-Build projects is to progress from Notice-To-Proceed (NTP) to construction completion and beneficial occupancy Not to Exceed 225 calendar days, including the 31 days allotted for the project closeout and completion.

All days listed below are calendar days and include all Contractor actions such as design, construction, travel, mobilization, drawing and construction material submittal periods, etc. Contractor shall submit an AF Form 66, Schedule of Material Submittals; and prepare material submittals and cutsheets to be submitted with the 65% design submittal in order to allow the Government to review/approve major construction materials and, with the Government’s approval, order construction material after being given the construction NTP. Contractor shall be given the construction NTP, at the Contracting Officer’s discretion, at the time of the 95% design approval to begin mobilization, site work, and demolition concurrently with the completion of the remainder of the design package. The number of days shown address an approximate number of calendar days and are only suggested for the Contractor’s use. The Contractor shall clearly note any deviations to the suggested days as it relates to the benefit of the proposed project. The Government will evaluate Contractor-proposed calendar days based on the best interests of the project execution and the Government’s requirements.

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Notice to Proceed Design start

Kick-off Meeting Asbestos and Lead Paint Study

Dig Permit Investigation

Design Charrette Submittal Design Charrette Meeting

65% Design Submittal 65% Design Submittal / Government Review/Approval

65% Design Meeting/Submittal package Design / 65%

95% Design Submittal / Design Government Review/Approval

95% Design Government Review 95% Design Meeting

Final 100% Documents Submittal (As Built at project completion)

Final 100% Design Review/Approval

Updated construction schedule Construction starts

Major materials submittals / Consider in the design the time and send a letter specify the lead time of materials due to the issue of supply material.

Construction end

Close-out Contract completion

1.6. Project Specific Design and Construction Requirements. The Contractor shall incorporate as part of their design and include in the construction the following requirements in accordance with all regulations, requirements, and standards identified in this RFP. The following requirements provide more detail than the generic descriptions provided in Section 1.1 of this RFP; and are the minimum requirements that ultimately satisfy the User’s needs and wants. The Contractor shall provide a complete and usable facility based around the User’s needs and requirements and constructed in accordance and in compliance with commercial and industry standards.

1.6.1. General Requirements.

Power Generation Shelter (existing system description and project justification-summary):

The MES/Power Generation Shelter comprises of three rooms (200-202) that have a legacy clean agent fire suppression system capable of extinguishing fires from three large 800KW diesel generators, three 150-gallon day tanks, UPS, switching gear, transformers, power filters, two heat pumps, two CRACs and associated electrical equipment.

150-gallon diesel fuel tanks are co-located with each generator provided fuel from the 12K tank outside for each generator they are associated with. They are always full and provide fuel as the generators as it demands. The PGS currently utilizes two Kidde Fenwall 6000 FACP Fire Suppression System nodes supporting twenty-one (21) Argonite bottles for room 200, one (1) Novec 1230 for room 201, and one (1) Novec 1230 for room 202. The entire system protects the individual areas from a fire in the occurrence of an event while preventing extended down time. The current Argonite system in room 200 is the primary concern as those tanks are no longer supported. A new clean agent system capable of replacing the tanks in Room 200 while maintaining the minimum capacity and flow rate to extinguish a fire in that area is the primary concern. Utilizing any applicable existing wiring, components and piping is highly preferred. Novec 1230 systems in rooms 201 and 202 should be maintained while migrating them to a new FACP if necessary. All areas are protected through smoke detectors and heat wire in a cross-zone configuration that will stage the FACP into a first stage alarm and second stage alarm for discharge and notification if a fire occurs that shuts down HVAC, Generators, Day Tanks, and Fuel Flow before discharge. Existing FACP system configurations are highly encouraged to be maintained while following the NFPA and UL Guidance.

The PGS is divided into three (3) separate rooms.

• Room 200 has three (3) generators, three (3) diesel day tanks, electrical switching/management gear and small amounts of flammable material that is properly stored.

• Each room has unique design characteristics. The contractor is responsible to ensure design, installation, room modifications and controls are specific to Room 200's to that room’s characteristics while meeting UFC 3-600-01 requirements. Expected skills/trades may include but not limited to; fire system design and

01011-3 installation, Fire suppression equipment & controls, low voltage and fiber optic termination and test, electrician, sprinkler-pipe fitter, door re-work and possible welding.

1.6.1.1. All construction work shall be accomplished between the hours of 0700—1600, Monday through Friday, unless otherwise approved in writing by the Contracting Officer (CO).

1.6.1.2. This project must be designed and executed in accordance with all applicable United States Air Force and Arizona State laws and guidance.

1.6.1.3. The Contractor shall incorporate as part of their design the requirements of this Section and Section 01010 in accordance with all regulations, requirements, and standards. These requirements are the minimum requirements that ultimately satisfy the User’s needs and wants. The Contractor shall provide a complete and usable facility within the scope of the project based around the User’s needs and wants as specified herein and designed in accordance and in compliance with commercial and industry standards.

1.6.1.4. As-builts are available upon request. Auto-CAD as-builts not available. See Section 2.5.1.

1.6.1.5. For this project, a dumpster is not permitted in the area of the project site; but may be positioned in the restricted area south of the CAOC perimeter fence around building 74. The current trailer site is located in the parking lot south of the CAOC perimeter fence, the MES is NOT building 74. It is a separate piece of equipment south of Building 74) as approved by the Contracting Officer. The Contractor shall include in the contract documents (e.g., the construction cost estimate) the reasonable costs and effects of short delays in accessing the project site to pick up or deliver a dumpster, as required by the restrictive access requirements or by local alert conditions.

1.6.1.6. For this project, separately identify categories of work, including but not limited to new construction, maintenance, and repair. The designer / Contractor shall prepare the project documents, including but not limited to the contract drawings, the contract specifications, and construction cost estimates, to enable each category of work to be bid separately.

1.6.1.7. PGS will remain in operation during construction. The Contractor shall be required to phase construction operations in this project to facilitate the ongoing operations and exercises. The contractor will be provided a blackout schedule for the site to plan accordingly. The contractor is not required to provide temporary services of sufficient capacity when normal services are unavailable. Furthermore, work shall be scheduled to minimize the need for the Government to supply Contractor escorts in the facility and CAOC compound.

Escorts will be provided on an as-available basis. The Contractor shall consider that all of this work shall be done at the same time in the proposal and shall incorporate the phasing into all contract documents.

However, portions of the MES/PGS, which are not included in this project, will remain occupied for the entire period of construction; so, the Contractor shall make every reasonable effort to limit and minimize the effects of all construction operations on the occupied areas. At no time may access to any portion of the occupied facility be prevented. With adequate advance notice, the User expects to be able to adjust their operations in order to allow the Contractor complete access to the entire project site.

1.6.1.8. The MES/PGS location (reminder, The MES/PGS structures are “equipment” and not part of a building or a building in whole) is a restricted area. Designs must meet the requirements of ICD 705. Designs shall not negatively impact the re-accreditation process. Comply with UFC 4-010-05 and all security requirements within the scope of this project.

1.6.1.9. PGS design dictates that any drilling, cutting, welding, grinding or otherwise modifying ‘any existing walls, floors, ceilings, and existing infrastructure will require Gov’t approval. The contractor will include all such requirements in the design drawings.

1.6.1.10. The Contractor shall provide design plans and specifications at the 65%, 95%, and 100% design milestone levels. The design shall be based on the information provided in the RFP, any government sponsored project site visits, and additional information as shall be provided by the Government. Each design milestone level shall meet the associated design submittal requirements as stated in Part 2, Design Submittal Requirements, of this section.

1.6.2. Demolition Requirements.

1.6.2.1 All existing argonite clean agent material and related tanks shall be removed from the PGS and replaced with a new clean agent and tank system that is contains no PFAS or HFCS, is environmentally friend (low or

01011-4 no global warming potential (GWP) and ozone depletion potential (ODP)) , and is compatible with the existing system alarms, controls, and control panel. If new clean agent piping is required per the determination made in the Investigative Report new work shall be designed per the Submittal Requirements section. The existing system will continue to report to the existing detection system in the adjoining facility.

1.6.2.2. Existing equipment, materials, and components scheduled to be removed shall be inspected and evaluated for recycling or reuse. Items determined suitable for recycling or reuse by the government shall be separated, set aside, and stored or delivered to a collection point for reuse, remanufacture, recycling, or another disposal. Equipment, materials, and components shall be designated for reuse on site whenever possible.

Government reserves the right to salvage material not being reused. Equipment, materials, and components not claimed by the Government shall be removed from DMAFB by the contractor per appropriate disposal requirements (EPA, Federal, State, and local regulations).

1.6.2.3. Where removals leave holes and damaged surfaces exposed in the finished work, patch and repair these holes and damaged surfaces to match adjacent finished surfaces include paint. Comply with UFC 4-010-05 for applicable surfaces. Where new work is to be applied to existing surfaces, perform removals and patching in a manner to produce surfaces suitable for receiving new work. Finished surfaces of patched area shall be flush with the adjacent existing surface and shall match the existing adjacent surface as closely as possible as to texture and finish.

1.6.2.4. Verify the presence or absence of asbestos-containing materials (ACM) and design for removal. Partial inspections have been conducted and found no ACM. The Facility Report is attached. Tests shall be project specific, i.e., shall be conducted on those areas which will be affected by the construction and shall be comprehensive. For example, particular care shall be exercised to test the composite of all existing construction materials, such as carpet/adhesive over one or more layers of resilient tile/adhesive, which may be found in the existing floor finishes. Include the resultant report and recommendations in the Investigation Report. Additionally, forward one copy of the completed report and recommendations to 355 CES/CEIE.

1.6.2.5. Verify the presence or absence of lead-based paint or other lead-containing coatings and design for removal. Tests shall be project specific, i.e., shall be conducted on those areas that will be affected by the construction. Include the resultant report and recommendations in the 100% Title 1-A Investigation Report.

Additionally, forward one copy of the completed report and recommendations to 355 CES/CEIE.

1.6.2.6. The Installation will start at the conclusion of the 100% Government approved design as indicated with written approval stating notice to proceed from the Gov’t. The contractor will provide all materials, equipment, tools, parts, transportation, personnel, labor, supervision, and management as necessary to complete the installation as designed and approved. All programming of the new suppression system and the existing detection system is the responsibility of the contractor. Provide detailed plans and risk management analysis for situations requiring interference with normal work routine.

1.6.3. Civil Requirements. Not used.

1.6.4. Landscape Requirements. Not used.

1.6.5. Architectural Requirements. Not used.

1.6.6. Structural Requirements. Not used.

1.6.7. Mechanical Requirements. Not used.

1.6.8. Plumbing Requirements. Not used.

1.6.9. Fire Protection/Detection Requirements.

1.6.9.1. If the current fire system must be upgraded, then the following guidelines must be followed to maintain shield integrity while allowing for communication between shielded and non shieled areas.

1.6.9.1.1. Both FSCP panels shall be installed, powered, programmed, and networked together via fiber optic cables.

1.6.9.1.2. FACP must be capable of networking with base approved (Monaco) mass notification system.

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1.6.9.1.3. Communication between shielded and non-shielded areas must be accomplished thru fiber optic means. Internal communication within the shielded area or non-shielded areas can follow standard protocol.

1.6.9.1.4 Drilling or penetration of any external wall to include the roof and floor is not acceptable and must follow pre-existing routes in place.

1.6.9.1.5 New FACP must follow the current configuration of the former systems and stage an initial warning followed by an alarm to notify any personnel of a pending discharge of the clean agent.

1.6.9.1.6 Clean agent shall be capable of extinguishing a fire while minimizing down time and preventing long term damage.

1.6.9.1.6 Clean agent shall not contain any PFAS or HFC chemicals.

1.6.9.1.6 Clean agent shall be environmentally friendly with a low or no GWP and ODP.

1.6.9.1.7 Use of pre-existing wiring and pipping in place is highly encouraged and replacing of devices necessary to meet end result.

1.6.9.1.8 Room 200, Argonite clean agent suppression discharge bottles and pipping are primary concern and reuse of Novec clean agent suppression bottles and pipping in rooms 201 and 202 are highly preferred.

1.6.9.2. The 50’x40’ PGS is non-combustible and does have smoke detectors and heat wire installed that are tied into an existing fire alarm and PGS suppression system that provides early warning detection and pre-action suppression in an adjoining shelter. This existing system reports to the base fire department.

1.6.9.3. Ensure that the new PGS suppression system is installed, connected, communicates with the base fire department thru adjacent (Monaco) fire mass notification system. Consider any venting of the room and tested to ensure that the system reports to fire department and base Mass Notification Systems in an approved manner.

1.6.9.4. Design fire protection system for simple, rapid recovery of affected equipment and spaces. Do not design systems to cause long-term loss of equipment or spaces unless absolutely required to prevent further loss of equipment or spaces.

1.6.9.8. Provide final test with Base Fire Marshall (AHJ) within this scope proposed.

1.6.9.9. Provide new clean agent plans for AHJ approval.

1.6.10. Electrical Requirements.

1.6.10.1 The following are to be considered ‘design considerations’ for each of the spaces:

1.6.10.1.1 In room 200 (Generator room) Argonite is currently used as it is adequate for both fuel and electrical environments. It is understood that the FPE may determine it necessary to modify or replace some (adjacent PGS rooms) or all of the existing, electrical, fire suppression control panel, fire alarm pull stations, all switches, fiber, include all fire components or large ventilation louver systems to automatically seal the room and consider an alternate inert gas. Provide justification on why the pre-existing control system will not suffice. Include the resultant report in the Investigation Report.

1.6.10.1.2 Provide 120 VAC modifications. Include all electrical components and connections.

1.6.11. Communications Requirements. Not used.

1.6.12. Intrusion Detection Systems (IDS) and Other Security Requirements. Not used

1.6.13. Anti-Terrorism and Force Protection (AT/FP) Requirements. Not used.

1.6.14. Signage Requirements. Not used.

1.6.15. Green Design. Not used.

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2. DESIGN SUBMITTAL REQUIREMENTS.

2.1. Standards, Documents, and Criteria. The design requirements within Section 01011 represent the minimum quality and quantity acceptable for the proposals and project submittals. The standards, documents, and criteria referenced within this RFP, although not all attached to or included in this RFP document shall be the most current version. Contractor shall be responsible for obtaining any documents not attached to or included in this RFP but referenced as criteria for the project. Requirements of this RFP may add to, delete, modify, revise, or substitute to the extent indicated for criteria contained in the referenced standards and documents; and this section shall be deemed the governing authority of any changes to the other-referenced standards, documents, and criteria.

2.2. Design Standards. Equipment, hardware, and materials shall be standard manufactured items unless otherwise specified. Replacement parts shall be standard and readily available through commercial means.

Discontinued products will not be accepted unless approved by the Contracting Officer. The Davis-Monthan AFB Design Compatibility Guidelines, this RFP, base guide specifications (if available), and all applicable codes, laws, and guidance, whether included in this RFP or not, will govern all design and construction of this project and the Contractor shall include all code and base DCG requirements in his bid. The Contractor SHALL conform all design and construction work to the base DCG and shall assume that no waivers to the stipulations included therein shall be granted.

2.3. Design Units. This project shall be designed in English inch-pound (I-P) units.

2.4. Reference Drawings Disclaimer. Drawings which may be provided as a part of this RFP are provided for reference only and only provide information for the Contractor’s use and incorporation into the design. Any drawings so provided shall not be considered complete and approved concept plans for this project. These drawings may be provided to give information on the types of renovations that are required to be included in the design and construction for the project and shall be used in the design of the facility to the extent necessary to construct a complete and usable facility. These drawings may include, but are not limited to, information addressing renovation of interior spaces; installation of an exterior, split-face concrete masonry wainscot; replacement of exterior windows and doors;

installation of a standing-seam metal roof (including substructure required); replacement/installation of mechanical, plumbing and fire protection; and electrical (interior, distribution, exterior, communications, local area networks, fire detection, etc.) systems. It is the Contractor’s responsibility to ensure the finished construction meets all of the requirements of this RFP. Drawings which may be provided as a part of this RFP may be available in electronic file format (AutoCAD).

2.4.1. Design Examples, References, and Preliminary Design Drawings. Design drawings and examples provided by the Government are for reference only and shall not be considered completed and approved concept plans for this project. Additional coordination of the design, in conjunction with the specific inputs from the Customer and base personnel during the required Design Charette, will be required to develop the approved concept plan and design development through the creation of construction documents, and construction.

2.5. Investigation Report. The Contractor is responsible for the following as part of the project Investigation Report:

2.5.1. The following investigative services shall be included, if applicable to the project:

• Investigation services shall include a plan check by the Contractor’s consultants of existing “as-built” drawing files, as applicable. Copies of requested as-built drawings may be furnished by the Government; however, it is the responsibility of the Contractor’s consultants to search the drawing files for applicable drawings. The Government does not guarantee the accuracy or completeness of any as-builts.

• In addition, as may be required by this RFP, the Contractor’s consultants will meet with the affected base agencies to gather information pertinent to this project.

• Investigation services for projects that affect existing facilities shall also include at least one field trip by the Contractor’s consultants to verify the existing conditions at the site.

2.5.2. Items to be reported on include but are not limited to the applicable portions of the following paragraphs:

• Existing interior and exterior physical conditions applicable to the project.

• Accuracy and completeness of reference data furnished by the Government.

• Fire suppression system, International Building Code, NFPA, or other special system requirements.

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• Site plans showing areas of required site work.

• Availability and adequacy of existing structure, utilities, or systems to support requirements identified above.

• Special design problems or interferences with existing conditions, e.g., asbestos and/or lead-based coatings abatement, and proposed solutions or design options.

• Problems anticipated with constructing the project within budget, and proposed solutions or options and the anticipated costs.

• Provide recommendation for which clean agents to use, and what not to use (PFAS based, HFC based, etc)

2.6. Design Analysis. The Contractor is responsible for the following as part of the project Design Analysis:

2.6.1. The following computations must be included, if applicable to the project:

• Sizing of fire suppression system equipment, piping, and all components.

• It is the contractors and their FPE responsibility to ensure the appropriate system, gas product selection, equipment and materials are included in the design and meet the UFC requirements for this Critical Operations Power System (NFPA 70 Article 708) generation shelter.

2.6.2. The Contractor shall include, as a separate index in the Design Analysis at each submittal, the review comments received from the previous Air Force design reviews. Every review comment shall be annotated by the designer to indicate the disposition, i.e., whether the review comment is incorporated into the design documents; and, when incorporated, the location where the review comment is incorporated. If an exception to the incorporation of a review comment is proposed by the Contractor, he shall coordinate and resolve the exception with the base Project Manager; and, if the exception is approved, indicate same. If the exception is not approved, the designer shall annotate the disposition and the location of the review comment as described before.

2.7. Contract Drawings.

2.7.1. The Contractor shall provide a design and construction package that uses the design details given or referenced in this RFP and the base DCG. Additional details shall be created by the Contractor as required but shall conform to the requirements of this RFP and are subject to approval by Government.

2.7.2. The Contract Drawings shall be prepared entirely in accordance with the base DCG and shall clearly define all required work for this project. Drawings shall be prepared at a scale and level of detail appropriate to the subject, in accordance with accepted professional practice.

2.7.3. The Air Force may furnish a sheet border which includes the project information, which shall be attached to each sheet as an “XREF” object. The Air Force may, upon request, furnish the designer with the base-standard cover sheet and the base-standard short title block sheet, for use in this project.

2.7.4. The Contractor shall complete the entirety of the blank areas or spaces in the title blocks of all drawing sheets, including but not limited to, the correct FBNV number (no dashes), the correct project title, and the correct drawing number, to be supplied by the Contracting Officer.

2.7.5. Site Layout. The project site is located south of Building 74 and east of the attached ES in the Combined Air Operations Center (CAOC) Compound, northeast of the corner of Arizola St and Sunglow Rd, Davis-Monthan Air Force Base (Tucson), Arizona. The base approved Location and Site Plans may be made available to the Contractor upon request. All contract documents and drawings will reflect these cardinal directions for the sake of consistency and uniformity.

2.8. Contract Specifications.

2.8.1. The Contractor shall provide a design and construction package which includes DM’s standard specifications (which may be provided upon contract award if available). The Contractor will edit the base-standard specifications as needed and as required for the project, and submit the edited specifications with each design submittal, for the review and approval of the Government.

2.8.2. Specifications shall include the Davis-Monthan AFB standard section, "Section 01010, Summary of Work," edited by the designer as required for this project. The Air Force may furnish the unedited master section to the designer.

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2.8.3. The Contract Specifications shall clearly define the type, quality, or other criteria relevant to all required work for this project. Specifications shall be prepared in the Construction Standards Institute (CSI) format, at a level of detail appropriate to the subject, in accordance with accepted professional practice.

2.8.4. To encourage competition, the Air Force prefers generic, quality-based or performance-based specifications.

For other than sole-sourced items identified by the Air Force (see Section 1.4.3), comply with the following instructions:

• To specify by manufacturer's name or catalog number, include at least three manufacturers whose products are essentially equal in quality, function, and cost; and then add the statement "or approved equal." If less than three manufacturers are known, specify the known information as a minimum standard of quality, type, color, etc.; and add the statement "or approved equal."

• To specify a single manufacturer and not allow submittal of proposed "equals," provide a brief written statement to the Air Force, separate from the specification, explaining the need for a single, specific product.

2.8.5. If tests are necessary, the specifications shall define the required criteria, number and type of tests to be made, and licensing or certifying requirements of the testing agency. All necessary testing shall be included in the contract specifications and shall be specified as being performed by and paid for by the construction Contractor.

2.8.6. For this project, the Contractor shall separately identify categories of work including but not limited to new construction, maintenance, and repair. The Contractor shall prepare the contract specifications to enable each category of work to be bid separately. See Section 1.6.1.

2.9. Construction Cost Estimate. Not used.

2.10. Schedule of Material Submittals.

2.10.1. An AF Form 66, Schedule of Material Submittals, shall be generated during the design for the Government’s approval. The Air Force may furnish the designer with a sample schedule of material submittals template, at the Contractor’s request, for the Contractor’s use. The Schedule of Material Submittals must identify all items required to be submitted by the construction Contractor for Air Force review and approval prior to installation. Submittals may include but shall not be limited to certificates of compliance, shop drawings, samples, color selections, or other items called for in the contract specifications.

2.10.2 The Schedule of Material Submittals shall be created using the latest latest version of MS Excel. Identify each sheet with the project number and title. The Contractor shall complete the column Required Submission Date and submit to the Contracting Officer for approval within 10 calendar days after Notice to Proceed.

2.10.3. The approved AF Form 66, Schedule of Material Submittals, will become the scheduling document and will be used to control submittals throughout the life of the contract.

2.10.4 During construction, it may be discovered that this list was not all-inclusive and that additional submittals may be required from and shall be submitted by the Contractor, as directed by the Contracting Officer.

2.10.5 For more information, see paragraph 1.4, Submittal Procedures, of Section 01010, Summary of Work.

2.11. Color Boards. Not used.

2.12. Design Submittal Package Requirements. The Contractor shall submit to the Government the following copies of the contract drawings, specifications, and other contract documents at each design stage.

2.12.1. Design Charrette Submittal.

• 1 hard copy of concept design and Investigation Report (electronic copy), to be submitted at Charrette conference wrap-up briefing.

2.12.2. 65% Design Submittal.

65% Design. Not more than thirty (30) days after receiving written Notice to Proceed (NTP) with design, the contractor will provide a 65% design. The 65% design package will include at minimum, fire hazard elimination re-pipe drawings, complete statement of work, suppression system detailed drawings, flow calculations, discharge piping isometrics all equipment, material-submittals.

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• 1 copy flow calculations, discharge piping isometrics all equipment, material-submittals.

• 2 copies and electronic copies of the draft Design Analysis.

• 2 copies of full-size drawings and 1 copy of half-size drawings (electronic copy).

• 1 copies of Contractor-edited specifications with edit notes.

• 1copies of the AF Form 3052, Construction Cost Estimate.

• 1 copies of the AF Form 3000, Material Approval Submittal (to include cutsheets and substantiating information) of major equipment items of items with long lead times (See Section 1.5). The Contracting Officer may provide copies of the AF Form 3000 with applicable instructions for completion and submission.

• 1 copies of the AF Form 66, Schedule of Material Submittals, reflecting the above submittals.

• 1 copies of asbestos- and/or lead-containing materials (ACM and LCM) reports (See Section 1.6.2) (if required per contract scope).

• 2 CD’s equipment manuals, testing and acceptance data/reports, an ‘as built”, instruction manual for the system and inspection checklists to support the user’s long-term sustainability with PDF’s copies of all documents and PDF and AutoCAD copies of all drawings.

• Provide one (1) year parts and labor (P&L) warranty on the entire suppression system, programming, and installation.

• Provide one (1) year P&L warranty on the fire suppression re-work.

• Using the as-built instruction manual the contractor will provide two (2) training sessions with the host unit that covers at a minimum the sequence of operation, safety training and disarm procedures.

• Upon acceptance of the fire suppression system installation the contractor will provide all documentation, including but not limited to As-Built drawings, all new and existing equipment programming data on two (2) CD’s,

• All documentation in electronic copy.

2.12.3. 95% Design Submittal.

95% Design. Not more than thirty (30) days after receiving written approval of the 65% design the contractor will a provide 95% design. The 95% design package will include at minimum, statement of work with a projected schedule, flow calculations, discharge piping isometrics, all equipment/material-submittals and detailed drawings/documents signed and stamped by a Fire Protection Engineer (FPE).

• 2 copies of the Design Analysis.

• 2 copies of full-size drawings and 1 copy of half-size drawings.

• 1 copies of Contractor-edited specifications with edit notes.

• 1copies of the AF Form 3052, Construction Cost Estimate.

• 1 copies of the AF Form 3000, Material Approval Submittal (to include cutsheets and substantiating information) of major equipment items of items with long lead times (See Section 1.5). The Contracting Officer may provide copies of the AF Form 3000 with applicable instructions for completion and submission.

• 1 copies of the AF Form 66, Schedule of Material Submittals, reflecting the above submittals.

• 1 copies of asbestos- and/or lead-containing materials (ACM and LCM) reports (See Section 1.6.2) (if required per contract scope).

• 2 CD’s equipment manuals, testing and acceptance data/reports, an ‘as-built” instruction manual for the system and inspection checklists to support the user’s long-term sustainability with PDF’s copies of all documents and PDF and AutoCAD copies of all drawings.

• Provide one (1) year parts and labor (P&L) warranty on the entire suppression system, programming and installation.

• Provide one (1) year P&L warranty on the fire suppression re-work.

• Using the as-built instruction manual the contractor will provide two (2) training sessions with the host unit that covers at a minimum the sequence of operation, safety training and disarm procedures.

01011-10

• Upon acceptance of the fire suppression system installation the contractor will provide all documentation, including but not limited to As-Built drawings, all new and existing equipment programming data on two (2) CD’s.

2.12.4. 100% Design Submittal (with all 65% and 95% Design Submittal review comments incorporated).

• 2 copies of the FINAL Design Analysis.

• 2 copies of full-size drawings and 1 copy of half-size drawings.

• 1 copies of Contractor-edited specifications with edit notes.

• 1copies of the AF Form 3052, Construction Cost Estimate.

• 1 copies of the AF Form 3000, Material Approval Submittal (to include cutsheets and substantiating information) of major equipment items of items with long lead times (See Section 1.5). The Contracting Officer may provide copies of the AF Form 3000 with applicable instructions for completion and submission.

• 1 copies of the AF Form 66, Schedule of Material Submittals, reflecting the above submittals.

• 1 copies of asbestos- and/or lead-containing materials (ACM and LCM) reports (See Section 1.6.2) (if required per contract scope).

• 2 CD’s equipment manuals, testing and acceptance data/reports, an ‘as-built instruction manual for the system and inspection checklists to support the user’s long-term sustainability with PDF’s copies of all documents and PDF and AutoCAD copies of all drawings.

• Provide one (1) year parts and labor (P&L) warranty on the entire suppression system, programming and installation.

• Provide one (1) year P&L warranty on the fire suppression re-work.

• Using the as-built instruction manual the contractor will provide two (2) training sessions with the host unit that covers at a minimum the sequence of operation, safety training and disarm procedures.

• Upon acceptance of the fire suppression system installation the contractor will provide all documentation, including but not limited to As-Built drawings, all new and existing equipment programming data on two (2) CD’s,

2.13. Codes. The design, materials, equipment, and installation shall be in accordance with, but not limited to, the requirements of the Davis-Monthan AFB Design Compatibility Guidelines, this RFP, base guide specifications (if available), and all applicable codes, laws, and guidance, whether included in this RFP or not; and with the listed codes, guides, and manuals. All references shall be assumed to be the most recent revision unless specifically noted otherwise. Although the references have been listed by engineering discipline for ease of citation, this does not preclude their requirement to be used for work within any other discipline. When there is a conflict between any listed code, guide or reference, the most stringent requirements shall apply.

2.13.1. Fire Suppression References.

• NFPA 13, Standard for the Installation of Sprinkler Systems.

• NFPA 24, Installation of Private Fire Service Mains.

• NFPA 90A, Installation of Air Conditioning and Ventilating Systems.

• NFPA 72, National Fire Alarm Code.

• NFPA 101, Life Safety Code.

• UFC 3-600-01, Fire Protection Engineering for Facilities.

End of Section 01011