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Another type of door that cannot meet the test for fire rating under NFPA 252 is the honeycomb core (hollow-core) wood door, commonly used in residential and business occupancies http://sandsand.site90.net. This door is made up of two thin veneers of wood http://stroitel.net16.net separated by a honeycomb of thin wood or fiberboard strips. Photo 2 shows the construction of a slab door with a particle-board core. This type of door is made of a slab of particle board (wood fibers and adhesive) with a wood veneer glued to both faces. This type of door can meet the test for fire ratings up to one hour according to NFPA 252 and is frequently used in fire-rated assemblies in residential and business occupancies. Photo 3 shows the construction of a wooden slab door with a gypsum (kalamein) core. This type of door appears similar to a slab door with a particle-board core except that the core is gypsum material like that used in drywall board. http://stroitelstvo.comlu.com This type of door can meet the test for higher levels of fire rating under NFPA 252 than the particle-board core. This door type is frequently used in fire-rated assemblies in schools, patient-care facilities, and commercial buildings. It is also manufactured of steel instead of wood veneer and is filled with gypsum material. Some older kalamein doors had a core of asbestos cement instead of gypsum. Although the asbestos core is no longer used because of the health hazard of asbestos, many of these doors are still present in structures built before 1980.
Before this building was constructed, CIGNA operated in two leased buildings and those leases were expiring. The lease holder threatened CIGNA with severe penalties if they failed to move out prior to the end dates on the leases. For the sake of our client and CIGNA it was crucial that we finished the building on time. Unfortunately, during the construction we experienced one of the rainiest springs in the state's history. As a result we lost 69 days - almost 23% of our http://monolit.webuda.com construction days - to inclement weather. Another complication to the schedule was the undeveloped nature of the property. The developer for the CIGNA project worked with the City of Denison to obtain the land where this building was constructed with an outstanding set of incentives; the challenge this presented to us was that the tract was completely undeveloped. This required a large amount of surface clearing before construction could begin.