Description |
(CRESCENT RIM RESIDENTIAL CONDOMINIUM BUILDING #1 – PARKING GARAGE, FOOTINGS, AND FOUNDATION – DRH05-00397, DRH18-00199, AND CUP05-00015) The NFPA 13-R fire sprinkler system will be used for occupancy (NFPA 13 for garage). (11-28-18 PLAN MODIFICATION TO REVISE TWO COLUMN FOOTINGS TO ACCOMMODATE EXISTING CONDITIONS (I.E. PROVIDE A MAT FOOTING FOR ONE COLUMN AND TO ATTACH THE OTHER COLUMN TO A FOUNDATION WALL), TO PROVIDE A WIDER CONCRETE FOOTING THAN FORMERLY DESIGNED, TO PROVIDE A NEW SOIL RETAINING WALL AT AN EXISTING OPENING IN THE CONCRETE WALL OF THE BASEMENT GARAGE, AND TO PROVIDE HEADER REINFORCEMENT DETAILS FOR A NEW 42” X 42” EXHAUST AIR OPENING IN THE EXISTING CONCRETE WALL OF THE BASEMENT GARAGE.) This project description replaces all previous descriptions for the parking garage, footings, and foundations. The 3 story apartment building with 19 dwelling units located above the parking garage having 38 parking spaces and additional work within the garage (i.e. interior finishes, electrical, plumbing, mechanical, elevators, etc.) will be constructed under permit BLD06-02322. Existing and new work is required to comply with all applicable codes and ordinances in effect on August 11, 2006, the original date of permit application (e.g. 2003 IBC). To construct new concrete footings and foundations around a previously approved 17,726 square foot post tensioned concrete deck located at grade to support the expanded 3 story residential condominium building that will be constructed under permit BLD06-02322. The work is to include concrete footings, concrete piers, concrete stem walls, concrete slabs on grade, slab edge insulation, and hold downs for future shear walls. No vertical construction above the concrete foundations is allowed under this permit. Drawings showing work above the foundations are for reference only. Special Inspection is required for soils, concrete, and post-installed anchors in hardened concrete. Before any holes are drilled through or into the post tensioned concrete deck, rebar is required to be located (e.g. scanned with ground penetrating radar), to precisely determine the location of concrete reinforcement. No concrete reinforcement is allowed to be cut, including post tensioned cables. This requirement applies to holes for anchor bolts, plumbing pipes, electrical conduit, etc. The work is required to comply with the approved drawings, with the plan review report, with the Structural Engineer’s design, and with all applicable codes and ordinances. This permit is not intended to establish a Certificate of Occupancy for any portion of this building. **CJW**
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