(CRESCENT RIM RESIDENTIAL CONDOMINIUM BUILDING #1 – THREE STORIES ABOVE EXISTING GARAGE – DRH18-00199, DRH05-00397, AND CUP05-00015) ""A SMOKE DETECTOR TIED INTO THE ALARM SYSTEM WILL BE ADDED TO THE BOILER ROOM WITH NO SMOKE DAMPER BEING REQUIRED IN THE PARKING GARAGE CDM 1/21/20"" The NFPA 13-R fire sprinkler system is used for occupancy. This project description replaces all previous descriptions. The work is required to comply with all applicable codes and ordinances in effect on August 14, 2006, the date of the original permit application (Two-way communication at the elevators was not required by the 2003 IBC, water-resistant gypsum board was allowed by the 2003 IBC as a base for tile in showers, and smoke dampers were not required by the 2003 IBC at transfer grilles in incidential use separation enclosures where the fire sprinkler system substitutes for fire barriers. Since the 2003 IBC governs, these conclusions are valid regardless of what the plan review report says.). To construct a 3 story, 50,036 square foot residential apartment building (20,052 square feet 1st story, 18,917 square feet 2nd story, and 11,067 square feet 3rd story) on top of an existing 17,731 square foot basement parking garage (S-2 Occupancy with an occupant load of 77). The basement, footings, stem walls, piers, and concrete slabs were constructed under permit BLD06-02316. There will be 19 dwelling units within this building. There will be one Type A dwelling unit and 18 Type B dwelling units. The work is to include exterior wood stud bearing walls, interior wood stud bearing walls, wood beams, wood columns, steel beams, steel columns, wood shear walls with hold downs, wood joist floor systems, wood truss roof systems, wood trellises, synthetic slate roof shingles, mechanically fastened single ply roofing at flat roof areas, roof drains and overflow drains or scuppers at flat roofs, exterior portland cement stucco, exterior manufactured stone veneer, interior 1-hr corridors, interior 1-hr stairway enclosures, interior 2-hr stairway enclosure, a 2-hr elevator shaft, a 1-hr trash chute shaft enclosure with 1-hr trash room, interior doors, exterior doors, exterior windows, gas fireplaces, millwork, and finishes. Exterior fences, concrete stairways, sidewalks, and guards will also be constructed. Special Inspection is required for welding, bolting, wind resistance, seismic resistance, wood diaphragms, post installed anchors in hardened concrete, and fire-resistance-rated coatings. Before any holes are drilled through or into the post tensioned concrete deck, the deck is required to be scanned (e.g. 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 design for engineered wood trusses is a deferred submittal item. The work is required to comply with the approved drawings, with the structural design, with the plan review report, and with all applicable codes and ordinances. The fire sprinkler system is required to comply with NFPA 13-R (NFPA 13 for the basement parking garage) and the fire alarm system is required to comply with NFPA 72 as regulated by the Fire Department. Separate fire sprinkler permits and fire alarm permits shall be obtained prior to beginning any modification or installation work on such systems. **CJW**