Specifications include, but are not limited to: • The perimeter concrete beam directly above the door leading to the Class A burn room exhibits visible cracking throughout itslength. • A corner of the concrete slab at the second level balcony at the northwest corner of the building has a severe crack/spall from a ladderimpact. • The rail system at the spiralstair leading from the 1 st floor Class B burn room to the 2 nd floor bedroom is significantly damaged making itlargely ineffective. • The two steel beams supporting the roof trusses over the 4th floor balcony at the northeast corner of the building exhibit corrosion at their connections to the embed plates in the supporting concrete walls. • The perimeter guardrails at the 2 nd level balcony at the northwest corner of the building as well as at the 6 th level roof are inserted into cores in the concrete slab. Due to water infiltration, the base of the rail posts are significantly corroded, compromising the ability of the posts to support the code prescribed loadings. • The eye bolt connection to the rappelling anchorage postis too high. As a result, the strength of the steel anchorage is not adequate to support the load required for fall arrestsystems as defined byOSHA. • Gas lines on the exterior of the simulation building show significant rust. Bollards require wire-brushing and high-performance paint application. • Metal access panels at stairs show significate rust along the edges.