Kenall was responsible for delivering the complete design for several components, including the ID check station, gatehouse, search office, visitor control building, overhead canopies, guard houses, parking lot, utilities, detention pond, approach roadway, culverts, and outfalls. The team led the development of conceptual and final design documents, as well as provided project management, design charrettes, site investigations, value engineering studies, design review meetings, quality control in architectural and geotechnical aspects, and responses to comments, requests for information (RFIs), and bidder inquiries.

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Renovation efforts included comprehensive demolition and structural upgrades. Site improvements encompassed storm drainage, parking, lighting, utilities, landscaping, fencing, and grading. The building itself underwent extensive repairs, including the installation of ASHRAE 90.1-compliant HVAC systems and integration of fire protection and life safety measures adhering to UFC 3-600-01 guidelines.

Living spaces were enhanced with newly designed individual restrooms, washer-dryer rooms, kitchens, and day rooms on every floor, providing accessible amenities and internet connectivity. Additional features included an administrative office with cubicles, a mail inspection area, and luggage storage space. The design also addressed health and safety concerns within the existing structural framework, incorporating roof downspouts tied into underground drainage systems.

The project required five design submittals, progressing through 35%, 65%, 95%, 100%, and Solicitation phases, followed by an Issued for Construction package. All work conformed to the latest International Building Code (IBC), Unified Facilities Criteria (UFC), United States Air Force, and Army Design Criteria, ensuring the dormitory was transformed into a safe, functional, and welcoming environment for enlisted personnel.

Work performed on this project was completed under the Kenall-Freese & Nichols 8a Mentor-Protégé Joint Venture (KFNI JV).

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The renovation project included upgrades such as additional office space, restrooms, new electrical and mechanical systems, updated interior finishes including walls, ceilings, and flooring, and an approved automatic sprinkler system for fire protection. The designs also featured energy efficiency enhancements, including improved humidity control using dehumidified make-up air and better sealing of building envelopes to reduce infiltration.

Among the buildings, B615 stood out as a unique music facility and band hall dating back to the 1800s. The design approach focused on creating a state-of-the-art music facility while ensuring the historical significance and architectural character of the structure were preserved.

The project conformed to the latest International Building Code, Unified Facilities Criteria, USAF & Army Design Criteria, and JBSA-FSH Architectural Standards. Throughout the design phase, five progressive submittals were required (35%, 65%, 95%, 100% and Issued for Construction). Construction Phase Services included reviews of 20 submittals and shop drawings, responses to 30 Requests for Information, and on-site visits to oversee the implementation. This effort skillfully balanced modernization with the preservation of historic integrity, achieving a successful transformation of the properties.

Work performed on this project was completed under the Kenall-Freese & Nichols 8a Mentor-Protégé Joint Venture (KFNI JV).

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Security upgrades included designs for six facilities featuring improved lighting, fortified fencing compatible with common access card (CAC) systems, vehicle gates, and pedestrian turnstiles. Safety enhancements extended to seven facilities, focusing on fire protection, fire suppression, and life safety systems. Designs for two fire stations involved advanced exhaust systems, extended rollup doors, alarm installations, and infrastructure repairs such as decks and showers. Five projects concentrated on environmental safety with berms around fuel tanks, wash racks, and containment basins. Seven additional projects introduced fall protection systems, bridge crane replacements, and upgraded compressed air systems. Major renovations reinforced access control points (ACPs) and optimized layouts for warehouses and fire stations.

Comprehensive engineering studies, evaluations, and consultations were conducted, resulting in detailed design documentation for 19 sustainment, restoration, and modernization (SRM) projects. These included Design-Bid-Build RFPs specifying construction and performance requirements with MII cost estimates, six RRAD-specific procurement work packages, and two projects involving DD Form 1391 preparation. All designs adhered strictly to UFC criteria for safety compliance.

Work across all 27 locations included topographic surveys, design charrettes, conceptual planning, final designs, and construction bid documents, delivering impactful safety and security advancements throughout the depot.

Work performed on this contract was completed under the Kenall-Freese & Nichols 8a Mentor-Protégé Joint Venture (KFNI JV).

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The work adhered to the standards set forth in DoDM 5200.0-Volume 3-Enclosure 3, with all structural elements—such as walls, floors, roof, ceiling, doors, windows, skylights, utility openings, intrusion detection, and communication systems—designed to meet strict regulatory requirements.

Kenall’s role included project management, updating as-builts, and preparing design submittals at the 65%, 95%, and 100% stages. The team also developed detailed construction cost estimates (MII), identified the specifications of existing utilities, and provided responses to bidder inquiries and RFIs. These efforts resulted in a highly functional plan for transforming the third floor into a secure, state-of-the-art facility.

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Kenall’s scope of work included project management, planimetric and utility surveys, structural analysis, and preparation of all Design-Build RFP submissions—draft, final, and corrected final versions. Additional tasks included construction cost estimation, asbestos/lead/HTRW survey verifications and abatements, value engineering study support, preservation of historical elements, storm drainage and pollution prevention planning, and addressing bidder inquiries and Requests for Information (RFIs).

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Renovation work included sustainable design, CID/SID package development, demolition, site utilities and paving improvements, structural modifications to rearrange the functions areas and capacities for doors, power/data upgrade, overhead cranes and maintenance pits.

Kenall took charge of overall project management under the task order, overseeing various responsibilities. These included coordinating and leading design charrette and review meetings, conducting pre-design activities and site visits, assessing and documenting existing conditions, and offering civil and structural engineering expertise. The team spearheaded the development of design submittals at 35%, 65%, 95%, and 100% completion stages, ensuring quality assurance and quality control (QA/QC) of all deliverables. Kenall also handled monthly reporting and invoicing, monitored costs and schedules, and addressed bidder inquiries and requests for information (RFIs).

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Under this contract, Kenall managed overall project management and spearheaded the development of a Design-Build Request for Proposal (RFP). This document outlined all necessary design, construction, and performance requirements to ensure the delivery of a fully functional and useable facility.

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To perform our scope, we drilled soil borings through the ground level floor slabs-on-grade within the interior of the Barracks Buildings and recovered samples of subsurface materials for laboratory testing, and data analysis. We also: reviewed design and construction documents including plans and construction specifications; conducted site visits and documented current conditions; conducted a geophysical field investigation that utilized ground penetrating radar (GPR) and a high-frequency electromagnetic survey (EM); performed laboratory soils testing including dynamic cone penetrometer tests; and prepared geotechnical engineering analyses including analysis of test results, site geological evaluation, and geotechnical report/studies.

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Kenall played a key role in the recovery efforts after the hurricane by providing geotechnical services and construction recommendations for a new youth center, including both the building and pavement. Their team conducted CPT drilling, core drilling, soil sampling, and gathered lithologic data. They also performed laboratory testing to evaluate soil and groundwater conditions, ultimately providing design and construction recommendations based on their findings.

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