Specifications include, but are not limited to: The scope of work for the renovations in Phase 1 of the proposed project is the repair to lighting fixtures, concrete picnic benches, columns and chains along the warfront promenade. New handrails will be installed to the existing elevated concrete surfaces and the damaged concrete steps and retaining walls will be repaired and patched. The existing sidewalk will be demolished and replaced. See the attached Bid Schedule and photographs for more scope of work details.; The proposed project has a minimal potential of impacting environmental resources, or ambient water quality during construction. As necessary, sedimentation and erosion control measures must be implemented during construction to ensure that no environmental impacts occur. The proposed project occurs only within previously disturbed areas and excavation of historical or cultural resources is not anticipated. Project activities must stop if historic remains or resources are encountered, and SHPO must be contacted to determine the best course of action.; 1. Remove all ceiling tile and grid systems, including all HVAC flex ducting and branch lines back to main trunk ducting; 2. Remove all drywall wall systems and associated framing and office doors throughout; 3. Remove all electrical conduit back to panel-boxes in mechanical rooms; 4. Treat remaining intact plaster wall and ceiling surfaces with antimicrobial solution and Mold inhibitor (main hallways and stairwells throughout); 5. Molding, plaster ceilings and walls, decorative columns, and light fixtures are intended to be salvaged and should be properly cleaned and preserved when possible; B. Place decking on supporting steel with corrugations perpendicular to supports and adjust to final position with ends accurately aligned and bearing on supporting members before being permanently fastened. End laps shall be a minimum of 2", deck bearing shall be as recommended by the manufacturer, but not less than 2". Do not stretch or contract side lap interlocks. End laps shall always be over supporting members.; C. Fastening Roof Deck: 1. Permanently fasten metal deck units to steel supporting members by not less than 5/8" diameter fusion welds, or elongated welds of equal strength. Metal deck shall be welded to all steel members contacting it.; a. Fasten to the supporting structure (minimum requirements) by welding panel ends and end laps at a maximum spacing of six (6) inches to metal roof deck units.; 2. Weld intermediate supports at a maximum spacing of twelve (12) inches.; 3. Weld longitudinal edges at marginal supports at a maximum spacing of twelve (12") inches.; 4. Weld or mechanically fasten side laps of adjacent units between supports at intervals not exceeding 2'-0".; 5. Fasten accessories to deck by welding.; D. Roof Openings: Reinforce roof deck for openings as follows (unless otherwise indicated on the Drawings):; 1. For openings between 8" and 15" place an angle 2" x 2" x l/4" below the deck perpendicular to the ribs and extending 2 ribs beyond the opening. Fasten all ribs to angle with screws.; 2. For openings over 15" provide a frame of angles 4" x 4" x l/4" all around, supported on bar joists.
