| 2007-06-04 19:06:49 | PLANS EXAMINER: KEN CONRAD |
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| | ADDRESS: 911 MCINTOSH |
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| | APPLICABLE BUILDING CODE: 2004 FLORIDA EXISTING |
| | BUILDING CODE |
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| | |
| | MAY REQUIRE REPAIR DETAILS BASED ON THE FOLLOWING |
| | PROVISIONS/SECTIONS OF THE CODE: |
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| | 407.3DAMAGED BUILDINGS. |
| | DAMAGED BUILDINGS SHALL BE REPAIRED IN ACCORDANCE WITH |
| | THIS SECTION. |
| | |
| | 407.3.1NEW STRUCTURAL FRAME MEMBERS. |
| | NEW STRUCTURAL FRAME MEMBERS USED IN THE REPAIR OF |
| | DAMAGED BUILDINGS, INCLUDING ANCHORAGE AND CONNECTIONS, |
| | SHALL COMPLY WITH THE FLORIDA BUILDING CODE, BUILDING. |
| | |
| | 407.3.2SUBSTANTIAL STRUCTURAL DAMAGE. |
| | BUILDINGS THAT HAVE SUSTAINED SUBSTANTIAL STRUCTURAL |
| | DAMAGE SHALL COMPLY WITH THIS SECTION. |
| | |
| | 407.3.3BELOW SUBSTANTIAL STRUCTURAL DAMAGE. |
| | REPAIRS TO BUILDINGS DAMAGED TO A LEVEL BELOW THE |
| | SUBSTANTIAL STRUCTURAL DAMAGE LEVEL AS DEFINED IN |
| | SECTION 202 SHALL BE ALLOWED TO BE MADE WITH THE |
| | MATERIALS, METHODS, AND STRENGTHS IN EXISTENCE PRIOR TO |
| | THE DAMAGE UNLESS SUCH EXISTING CONDITIONS ARE |
| | DANGEROUS AS DEFINED IN CHAPTER 2. NEW STRUCTURAL FRAME |
| | MEMBERS AS DEFINED IN CHAPTER 2 SHALL COMPLY WITH |
| | SECTION 407.3.1. |
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| | 407.3.4OTHER UNCOVERED STRUCTURAL ELEMENTS. |
| | WHERE IN THE COURSE OF CONDUCTING REPAIRS OTHER |
| | UNCOVERED STRUCTURAL ELEMENTS ARE FOUND TO BE UNSOUND |
| | OR OTHERWISE STRUCTURALLY DEFICIENT, SUCH ELEMENTS |
| | SHALL BE MADE TO CONFORM TO THE REQUIREMENTS OF SECTION |
| | 407.3.2.1.1. |
