Page 281 - Urban Construction Project Management
P. 281

236    Chapter Twelve
         Exhibit 12-1
         Renovation                           Renovation
         flowchart.

                                                         CM/GC inspection
                             Review of drawings                of
                                                         existing conditions


                                                Design team to
                              Look for missing  walk the project
                                information
                                                 with CM/GC


                                                Condition of MEPS
                               Structural supports               Hazardous material  Condition of facade
                                                    systems



                            When reviewing the contract documents, read all notes contained therein. Care should be
                            taken with any caveats the design team may have added (i.e., the construction manager/
                            general contractor [CM/GC] is responsible for any latent conditions found behind
                            walls). If the building is going to be used for another purpose, then the intended load
                            (in pounds per square foot [psf]) will have to be checked against the original load
                            capacity (psf) for the original use. This may be found by looking at building department
                            documents or finding out the original use and then checking the code used at the time
                            and its allowable load. If it is impossible to obtain the information required, then a
                            structural engineer may have to prepare some calculations to determine the load carrying
                            capacity of the structural floor systems. As a last resort, a load test of the structure may
                            be required. This could cause a collapse of the structure, which would not be very
                            productive.
                            If the building being renovated is a landmark or is located in a landmarks district, then
                            additional care would be required by the PM. As noted in Chapter 4, the design team
                            must obtain all approvals from the Landmarks Commission. The PM’s responsibility
                            may involve the submittal of the actual material to the Landmarks Commission for
                            final approval. This may delay the project, so some float time will have to be allo-
                            cated for this approval process and added general conditions may be required.
                            If any restoration work is required, then specialty subcontractors will have to be
                            retained. They should review the scope and complexity of the project as soon as
                            possible. The costs associated and the time allocated with restoration work could be
                            very substantial.

                            If after checking the utilities, the PM finds that they cannot be used effectively, then the
                            utility companies will have to be contacted for temporary service. In most cases, the fire
                            department will require the installation of an active standpipe going up the building.
                            This is required so that if a fire should occur, the fire department will have access to
                            water in the building. The fire department will also require some form of access into the
                            building. If a hoist is required, then the fire department could use the hoist as a means
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