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[BS] 301.1.4.1 Compliance With Florida Building Code, Building-Level Seismic Forces
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Where compliance with the seismic design provisions of the Florida Building Code, Building is required, the criteria shall be in accordance with one of the following:
- One-hundred percent of the values in the Florida Building Code, Building. Where the existing seismic force-resisting system is a type that can be designated as "Ordinary," values of R, Ω0 and Cd used for analysis in accordance with Chapter 16 of the Florida Building Code, Building shall be those specified for structural systems classified as "Ordinary" in accordance with Table 12.2-1 of ASCE 7, unless it can be demonstrated that the structural system will provide performance equivalent to that of a "Detailed," "Intermediate" or "Special" system.
- ASCE 41, using a Tier 3 procedure and the twolevel performance objective in Table 301.1.4.1 for the applicable risk category.
[BS] TABLE 301.1.4.1
PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH FLORIDA BUILDING CODE, BUILDING-LEVEL SEISMIC FORCES
| RISK CATEGORY (Based on IBC Table 1604.5) | STRUCTURAL PERFORMANCE LEVEL FOR USE WITH BSE-1N EARTHQUAKE HAZARD LEVEL | STRUCTURAL PERFORMANCE LEVEL FOR USE WITH BSE-2N EARTHQUAKE HAZARD LEVEL |
| I | Life Safety (S-3) | Collapse Prevention (S-5) |
| II | Life Safety (S-3) | Collapse Prevention (S-5) |
| III | Damage Control (S-2) | Limited Safety (S-4) |
| IV | Immediate Occupancy (S-1) | Life Safety (S-3) |
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