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CC PACKET 08251992
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CC PACKET 08251992
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Last modified
12/30/2015 8:18:26 PM
Creation date
12/30/2015 8:18:03 PM
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SP Box #
30
SP Folder Name
CC PACKETS 1990-1994
SP Name
CC PACKET 08251992
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Apache Mall Structural Evaluation <br /> Page 3 <br /> Site Observations <br /> Site visits were made to the three buildings on August 6, <br /> 1992 and on August 11, 1992 . The following was observed: <br /> New Market Grocery Building: <br /> The New Market Grocery building is a 90, 500 square foot <br /> warehouse type building presently used for commercial <br /> businesses. The building houses the New Market Grocery, <br /> the Salvation Army Thrift Store, and Slick' s Alternative <br /> Lounge. The building was constructed in 1961. Walls <br /> are constructed of 8" block with 4" brick veneer. The <br /> roof support system uses standard steel bar joists with <br /> steel wide flange beams and columns for support. The <br /> roof deck is Tectum attached to purlins which span <br /> between the bar joists. The roof system initially was a <br /> 3-ply pitch and gravel roof. This system has been <br /> overlayed with an EPDM with ballast roof system. The <br /> floor is a 4" slab-on-grade. Other aspects of the <br /> building are similar to standard construction of <br /> office/warehouses in the Twin City area. <br /> 1. Several code requirements related to exits, <br /> firewall ratings, and landings were noticed. A <br /> tabulation of .these is included in the Architect's <br /> report in the Appendix. <br /> 2 . Significant water damage has occurred to the roof <br /> deck system at various locations throughout the <br /> building. The EPDM roof has been repaired many <br /> times. Large areas of the membrane are not covered <br /> by ballast. <br /> 3 . The east and west walls show significant outward <br /> movement at the top. Temporary remedial action to <br /> hold the walls in place has occurred within each <br /> bay at sometime in the past. The movement appears <br /> to ..have occurred due to the lack of adequate <br /> connections between the roof deck and the walls. <br /> Calculations show that the 8" block walls require <br /> reinforcing steel to resist lateral wind forces. <br /> Verification that reinforcing steel was in place <br /> could not be made. <br />
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