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121-029 - Morris Performing Arts Center Page 2 of 8 <br /> <br /> <br />Frost Engineering & Consulting Company OUR MISSION IS SIMPLE <br />© Copyright 2005. All rights reserved. BE THE BEST! <br /> <br /> <br />strength of the frame providing direct support to the catwalk including the roof joists and roof <br />girders only. <br />d. FEC will complete a detailed field inspection to document and assess the current condition of <br />the roof structure being used to support the new catwalk, focusing particularly on confirming the <br />member sizing matches what is shown on the provided existing building documentation. <br />e. FEC will develop construction documents that detail the proposed catwalk framing . <br />3. Inspection and structural assessment of the existing steel framed catwalk in the attic of the Palais Royale. <br />a. Currently, the Palais Royale Operations Team utilizes a steel framed catwalk attached to the <br />existing roof structure to access the attic of the Palais Royale. <br />b. FEC will perform an independent review and assessment of all provided existing building <br />documentation including previously completed building evaluations, analyses, structural <br />enhancements etc. to identify the safe working capacity of the existing roof str ucture that <br />provides direct support to the existing catwalk. This analysis will be limited to confirming <br />adequate strength of the roof joists and girders only. <br />c. FEC will complete a detailed field inspection to document and assess the current condition of <br />the catwalk and roof structure that is providing support to the catwalk, focusing particularly on <br />confirming the member sizing matches what is shown on the provided existing building <br />documentation. <br />d. Based on the findings of the field investigation and existing documentation review, FEC will <br />identify the safe working capacity of the existing catwalk framing. <br />This quote is subject to change based on any subsequent scope revisions and/or additions by the owner. <br /> <br />DESCRIPTION LINE TOTAL <br />MORRIS THEATER MAIN FLOOR SLAB REPLACEMENT <br />Services will include: <br />1. Study and Report Phase ($17,830) <br />a. Tasks noted in Section A1.01. <br />b. Review of provided existing building documents <br />c. A maximum of one site visit with a maximum of three structural <br />engineers from FEC, to be coordinated with the Morris Theater <br />Operations Team to review the existing site conditions and confirm the <br />design approach satisfies the needs of the theater. <br />d. A maximum of one site visit by the utility design consultan t to document <br />mechanical and electrical systems for demolition and work to remain <br />that could possibly be affected by the floor replacement. This site visit <br />will also serve as a coordination meeting with the owner . <br />2. Preliminary Design Phase ($22,220) <br />a. Tasks noted in Section A1.02 <br />b. Removal plans detailing the extent of slab removal required. The need for <br />protecting the existing structure to remain will be identified with the <br />approach for such protection a required submittal by the Contractor for <br />approval by the COSB. <br />c. New concrete floor slab design including slab on grade and reinforced slab <br />spanning floor openings as required, with the intent to match the existing <br />slab elevations and slope. <br />d. Coordination with Owner on layout requirements for the ADA accessible <br />and other raised platforms across the rear of the theater. Design approach <br />$79,025.00