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Š 2005 RMEabq Structural Engineers, LLC
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Project consisted of six buildings totaling 148,000 SF encompassing school administration, elementary, mid-high and high school classrooms and facilities. A variety of materials including steel, concrete, pre-cast concrete, concrete unit masonry and glulam lumber were used for the structure. Two of the buildings feature architecturally exposed pitched, shallow barrel-vaulted roofs terminating into curved exterior walls. Construction was completed in 2002 with a total construction cost of $20 million. | |
| RME provided the structural design for this $7 million, three-story, 92,000 square foot structure with basement. This project, finished in 1992, required heavy loading design and used concrete dome slabs. The basement is reinforced concrete walls with concrete subterranean utility tunnel which ties into New Mexico State's utility distribution system. | |
Rio Rancho High School - New Mexico
| Approximately 300,000 square foot, multiple two-story steel structures with precast concrete walls, with a construction cost of $30 million. Completed in 1996. |
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| Red Mountain provided surveying, civil engineering design and structural engineering design for this project consisting of three separate buildings. One building is a new 47,000 square foot two story Visual Arts building featuring a 60 foot high "Solstice Tower" and an auditorium. The second building is a new 2000 seat concrete amphitheater with a stage covered by a soaring cantilevered canopy. The third building is a completely renovated and remodeled adobe and wood viga framed structure, originally built as a school. The 26,000 square foot renovated building houses a commercial kitchen, restaurant and offices. Construction of the first and third buildings was completed in 2001. Total construction cost is $11 million. | |
| Project consisted of a 91,000 square foot campus which features a series of traditional Navajo "hogan" forms incorporated within the Administration -Classroom Building. Use of glu-laminated lumber, along with steel tension and compression rings, allow for column-free classroom areas with exposed lumber ceilings, which are mildly pitched octagonal configuration. Concrete unit masonry exterior walls and metal stud interior bearing walls support the wood framed roofs. A separate building houses a gymnasium and a theater. Scheduled for completion in 2001 with a construction cost of $16 million. |

| 35,000 square foot two-story steel and wood framed superstructure over 26,000 square foot underground parking garage. Parking garage structural lid is a two-way post tensioned concrete flat slab with special detailing to accommodate shrinkage and expansion/contraction movements in the 357 foot long garage structure. Construction completed in 2003. |
| 20,000 square foot, two level structure built into hillside. Expansive clay soils required use of pier and grade beam foundation and suspended structural floors. Framing consists of a combination of structural steel, reinforced concrete and glu-lam wood. |
| Three-story 35,000 square foot building with a partial basement. Superstructure is steel framed with composite steel framed floors. Concrete shear walls provide lateral resistance. Foundations are drilled piers. Also, included in the project was a third story addition onto an existing two-story building along with a story addition connected to the existing building. Construction to be completed in 2005. An earlier phase included a similar 30,000 square foot, three-story office building. |
| 10,000 square foot steel framed building with CMU bearing walls. Center portion of building features glue laminated wood framed Hogan. Poor site soils necessitated drilled pier foundations with a reinforced two-way structural slab-on-grade. Construction completed in 2003. |
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| about | projects | contact |
Š 2007 RMEabq Structural Engineers, LLC