[Crescent Rim #4] - Quick Permit
This is a permit for the fire sprinkler underground stub-in with PIV and FDC location on the building.

(CRESCENT RIM RESIDENTIAL CONDOMINIUM BUILDING #4 – THREE STORIES ABOVE EXISTING GARAGE – DRH05-00397 AND CUP04-00107) (3-9-16 PLAN MODIFICATION TO CHANGE THE UNIT NUMBERS FOR THE DWELLING UNITS, INCREASE WINDOW ENERGY EFFICIENCY, DECREASE THE ROOF ENERGY EFFICIENCY, MODIFY THE EXTERIOR LIGHTING CONTROLS, AND TO MAKE OTHER MINOR CHANGES. CJW) (3-10-16 BEFORE ROUGH INSPECTIONS FOR THE 3 STORY APARTMENT BUILDING ARE APPROVED, A LETTER IS REQUIRED TO BE SUBMITTED FROM THE ENGINEER OF RECORD VALIDATING THAT THE PODIUM HAS NOT EXPERIENCED SIGNIFICANT DEGRADATION OR DAMAGE SINCE IT WAS CONSTRUCTED. IF REPAIRS ARE REQUIRED, COMPLETE DESIGNS AND DRAWINGS ARE REQUIRED TO BE SUBMITTED TO SHOW HOW THE REPAIRS WILL BE DONE. REPAIRS SHALL NOT BE COMMENCED UNTIL THE DRAWINGS FOR THE PROPOSED REPAIRS ARE REVIEWED AND APPROVED. THE 3 STORY APARTMENT BUILDING IS NOT ALLOWED TO BE OCCUPIED UNTIL ALL REPAIRS ARE COMPLETED AND APPROVED. CJW) 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 permit application. To construct a 3 story, 53,543 square foot residential apartment building (19,822 square feet 1st story, 19,822 square feet 2nd story, and 13,899 square feet 3rd story) on top of an existing 18,661 square foot basement parking garage. The basement was constructed under permit BLD06-02321 (S-2 Occupancy with an occupant load of 93). There will be 19 dwelling units and 1 hotel suite within this building. There will be 2 Type A dwelling units, 17 Type B dwelling units, and 1 accessible hotel suite. The work is to include concrete footings, concrete piers, concrete stem walls, concrete slabs on grade, exterior wood stud bearing walls, interior wood stud bearing walls, wood beams, wood columns, steel beams, steel columns, wood shear walls, 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 2-hr stairway enclosures, 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. Special Inspection is required for welding, bolding of steel to steel, wind resistance, seismic resistance, and post installed concrete anchors. Before any holes are drilled through or into the post tensioned concrete deck, the deck is required to be X-rayed, or otherwise 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 plan review report, with the Structural Engineer’s design, and with all applicable codes and ordinances. The fire sprinkler system is required to comply with NFPA 13-R and the fire alarm system is required to comply with NFPA 72 as regulated by the Fire Department. An NFPA 13 fire sprinkler system is required for the parking garage. Separate fire sprinkler permits and fire alarm permits shall be obtained prior to beginning any modification or installation work on such systems. **CJW**