| Plan Review Notes For Permit 11080493 |
| Permit Number |
11080493 |
|
| Review Stop |
B |
| Sequence Number |
1 |
|
| Notes |
| Date |
Text |
| 2011-08-19 16:00:23 | BUILDING PROVISO: | | | DESIGN OF THE STRUCTURAL FRAMING MEMBERS SHALL BE BASED | | | ON RATIONAL ANALYSIS, USING THE APPLICABLE WIND LOADS | | | OF CHAPTER 16 AS SHOWN BELOW: | | | 3105.4.2.1 THE WIND DESIGN LOADS FOR ANY FABRIC OR | | | MEMBRANE-COVERED STRUCTURE DESIGNED WITH A QUICK | | | REMOVAL OR BREAKAWAY MEMBRANE OR FABRIC AT WIND | | | VELOCITIES OF 75 MPH, SHALL BE BASED ON THE FOLLOWING | | | CRITERIA: | | | 1. MINIMUM WIND VELOCITY OF 3-SECOND WIND GUST 90 MPH | | | 2. IMPORTANCE FACTOR BASED ON LOW HAZARD TO HUMAN LIFE | | | OF 0.77. | | | 3. EXPOSURE CATEGORY B FOR OR C AS DEFINED IN CHAPTER | | | 16. | | | | | | |
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