EA Consolidation Phase 1A Basic SOW.pdf
PDF 3 MB Posted
- Attached to
- NASA Johnson Space Center Multiple Award Construction Contract (JMACC) Federal contract opportunity
- Solicitation number
- 80JSC026R0008
About this file
This is a draft project description document for Phase 1A of the Engineering Directorate Consolidation Complex at Johnson Space Center (JSC). Phase 1A consists of construction of the Applied Spaceflight Fabrication Facility (ASFF), a new approximately 37,625 gross square foot high bay industrial manufacturing facility designed to consolidate all Structural Engineering Division machining capabilities into a single location. The facility will be constructed on a green field site south of Avenue D and east of 2nd Street between two existing parking lots, within the JSC Historic District. The project is planned as a design-bid-build delivery method.
Key design specifications include a 42-foot tall structure with site-cast concrete composite tilt-wall panels, concrete slabs on-grade, and drilled shaft deep foundations. The facility will feature a finished floor elevation of 20.9 feet to protect against Category 3 storm surge; multiple steel-fiber reinforced concrete slab thicknesses (8, 12, and 30 inches) to accommodate machining equipment loads; a 5-ton bridge crane with 15-foot hook height along the western machine equipment bay and a 20-ton bridge crane with minimum 30-foot hook height through the center; insulated tilt-wall exterior panels in repetitive patterns to satisfy historic preservation requirements; subsurface utility extension connecting to the existing JSC utility tunnel northwest of Building 15; and column arrangements designed to minimize obstruction and accommodate future mezzanine installation capable of light storage and manufacturing loads. The facility is designed to achieve two Green Globes certification under the Green Building Initiative. The project will enable divestment of Building 10 upon completion of Phases 1A and 1B.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 2025.5.2 Supplement1 Geotech Report_Utilities.pdf | ||
| PreSolicitation Synopsis.pdf | ||
| (DRAFT) JMACC -Statement of Work.pdf | ||
| EA_Ph1a_IFC_Specifications_Signed.pdf | ||
| 2024.3.29 FINAL Geotech Report_NASA Engineering Consolidation Phase 1A.pdf | ||
| EA_Ph1a_IFC_Drawings_Signed.pdf | ||
| 2025.9.17 Memo1 Geotech Report - Retaining Wall.pdf | ||
| (DRAFT) JMACC - Evaluation Factors For Award.pdf |
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Text version
DRAFT
EA Consolidation Phase 1A
The Engineering Directorate Consolidation Complex is planned to consist of five phases over the next 20-25 years. Phases 1A and 1B are planned to be constructed in the immediate future. Phase 1A is the construction of a new High Bay Machine Shop.
Phase 1A – Applied Spaceflight Fabrication Facility (ASFF)
The Phase 1A Applied Spaceflight Fabrication Facility (ASFF) will be a new approximately 37,625 gross square foot (GSF), 42 ft tall high bay industrial manufacturing facility to support manufacturing equipment for production of various large and small components. The new facility is located on a green field site with no previous building facility construction. Considerations for future growth and expansion will be designed into the new facility. The new facility structure will be site cast concrete composite tilt-wall panels with concrete slabs on-grade, and drilled shaft deep foundations.
The new facility consolidates all Structural Engineering Division (ES) machining capabilities into a single location, paving the way for divestment of Building 10 (which can occur after completion of Phases 1A and 1B). The location will be south of Avenue D and east of 2nd Street between two parking lots. Located directly across the street from B13S and B15S, the building will maintain proximity to other highbay operations and maximize the shift of spaces from Building 10. The proposed new High Bay Machine Shop would be located in a visually prominent location, between two large existing parking lots, close to the Center’s main entry, and inside the JSC Historic District.Existing trees on the site will be removed and an underground fire water line will be relocated to accommodate the new construction. Both parking lots will remain; however, select portions will be restriped to accommodate service and emergency vehicle access and handicapped parking for the new facility.
The ASFF is planned to be a design-bid-build project. Key design components include:
• Subsurface utility extension to connect to existing JSC utility tunnel northwest of B15, at the West end of the Engineering Quad.
• Grade build-up to be protective of a Category 3 storm surge, with a finished floor elevation of
20.9 ft..
• Multiple steel-fiber reinforced concrete slab thicknesses (8, 12 and 30-inch) to accommodate machining equipment loads.
• A 5-ton bridge crane with a 15-ft hook height will be included along the western machine equipment bay and a 20-ton bridge crane with a minimum 30-ft hook height will be installed through the center of the highbay.
• To satisfy Historic Preservation, exterior will be insulated tilt-wall concrete panels in equal-sized repetitive patterns similar to the pre-cast exposed aggregate facing (PEAF) panels used on high bay buildings throughout the Center.
• Designed for Green Building Initiative’s Green Globes Certification to achieve two Green Globes.
• Interior column bays are arranged to minimize columns and provide clear working bays.
• Building foundations and columns have been sized to accommodate a future mezzanine structure capable of light storage and light manufacturing loads.
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