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01-30-06 Special Called City Council Retreat Meeting of La Porte City Council
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01-30-06 Special Called City Council Retreat Meeting of La Porte City Council
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City Meetings
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City Council
Meeting Doc Type
Agenda
Date
1/30/2006
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• D7G DAMS ASSOCIATES, INC <br />structural anglsears <br />STRUCTURAL OBSERVATION REPORT <br />INTRODUCTION <br />This report was prepared in order to describe the results of a visual <br />observation conducted on the La Porte Police Station and Courthouse <br />building located at 913 South 8th Street, La Porte, Texas on August 7, 2000. <br />The observation consisted of a visual examination of the accessible portions <br />of the superstructure and foundation. An incomplete set of architectural and <br />structural plans were available to assist in the review. The drawings -are for . <br />the original office/warehouse and are not signed. the foundation plan is the <br />-' only "structural" drawing with an engineer's seal. Reasonable engineering <br />judgment based on visual data was used to form the opinions to follow. <br />The building is presently occupied. <br />DESCR=ON OF BUILDING <br />The structure is a two-story tilt -wall with steel beams and joists. The second <br />floor is concrete slab on metal deck. The first floor is slab on grade with <br />monolithic grade beams supported by under reamed piers. The tilt panels <br />are 6 inches thick. <br />There have been modifications to the building that are not documented. <br />The original entrances were enclosed and an elevator added to the <br />"exterior". <br />OBSERVATIONS <br />There were no visible cracks in the exposed portions of the exterior grade <br />beams or in the panels' facade. The south wall of the southwest office on <br />the second floor moves approximately one inch outward. This needs to be <br />investigated further, since the typical construction detail one would expect <br />to find here means this is a problem. There was no visible distress in the <br />exterior wall at this same location. <br />A crack reportedly occurs across the entire second floor in the north -south <br />direction. That is not unusual with this type of thin slab floor construction. <br />These are not necessarily indicative of any structural problems. <br />• <br />
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