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Ratify Emergency Contract - State Theater Roof Repairs Proj No 125-030 - Slatile Roofing
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Ratify Emergency Contract - State Theater Roof Repairs Proj No 125-030 - Slatile Roofing
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5/8/2025 11:41:52 AM
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Board of Public Works
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Projects
Document Date
5/8/2025
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5/8/2025 11:41 AM
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5/8/2025 11:41 AM
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http://www.kilarchitecture.com/
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<br /> K I L P a g e 6 <br />ARCHITECTURE <br />P L A N N I N G <br />www.kilarchitecture.com <br /> <br />1 1 2 6 L I N C O L N W A Y E A S T S O U T H B E N D I N 4 6 6 0 1 ( 5 7 4 ) 2 8 8 . 2 6 5 4 V O I C E 2 8 9 . 2 4 2 0 F A X <br />At the masonry walls and roof deck we recommend the following temporary measures for getting <br />the building in the dry to allow for further assessment of the roof structure and to curb the current rate of <br />infiltration. These recommendations are based on discussions with roofers, masons, and roof decking <br />experts experienced with membrane roofing and historic masonry are familiar with the drone photos and <br />conditions of the roof, and have visited the site with the Architect. To start with, the masonry walls have been <br />observed to be in stable condition, there is repointing and limited replacement and rebuilding needed, but <br />regarding this initial phase of getting the building dry, there are not any pressing masonry related concerns, <br />which are needing attention immediately. This masonry work shall be conducted in the mothballing (Phase <br />II) of the project. <br />The roof deck will require some shoring as part of getting the building dry. In addition to the <br />prescription from the preceding paragraphs on the roof membrane, the deck will need to be shored up where <br />the hole has opened. This can be a temporary wood framed deck simply to support the new membrane and <br />ballast above, this will ensure the building is able to dry out during Phase I. During Phase I we recommend <br />a more in depth and investigative assessment of the roof trusses and deck from below in addition to moisture <br />scanning of the concrete deck and possibly an x-ray of the deck to understand the reinforcement. <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />PARAPET DAMAGE AT EAST END OF SOUTH WALL. <br />SPALLED BRICK AT SOUTH WALL AROUND <br />SOUTHEAST DOWNSPOUT <br />EFFLORESCENCE AT NORTH WALL AROUND <br />NORTHEAST DOWNSPOUT
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