| Plan Review Notes For Permit 10040471 |
| Permit Number |
10040471 |
|
| Review Stop |
B |
| Sequence Number |
1 |
|
| Notes |
| Date |
Text |
| 2010-05-14 09:02:07 | 1ST ATM NO WIND DESIGN | | | 1603.1.4 WIND DESIGN DATA. | | | THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL | | | BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE | | | DESIGN OF THE LATERAL-FORCE-RESISTING SYSTEM OF THE | | | BUILDING: | | | 1. BASIC WIND SPEED (3-SECOND GUST), MILES PER HOUR | | | (KM/HR). | | | | | | 2. WIND IMPORTANCE FACTOR, I W , AND BUILDING | | | CLASSIFICATION FROM TABLE 1604.5 OR TABLE 6-1, ASCE 7 | | | AND BUILDING CLASSIFICATION IN TABLE 1-1, ASCE 7. | | | | | | 3. WIND EXPOSURE, IF MORE THAN ONE WIND EXPOSURE IS | | | UTILIZED, THE WIND EXPOSURE AND APPLICABLE WIND | | | DIRECTION SHALL BE INDICATED. | | | | | | 4. THE APPLICABLE ENCLOSURE CLASSIFICATIONS AND, IF | | | DESIGNING WITH ASCE 7, INTERNAL PRESSURE COEFFICIENT. | | | | | | 5. COMPONENTS AND CLADDING. THE DESIGN WIND PRESSURES | | | IN TERMS OF PSF (KN/M 2 ) TO BE USED FOR THE SELECTION | | | OF EXTERIOR COMPONENTS AND CLADDING MATERIALS NOT | | | SPECIFICALLY DESIGNED BY THE REGISTERED DESIGN | | | PROFESSIONAL. | | | | | | | | | | | | 1604.4 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE | | | OVERTURNING EFFECTS CAUSED BY LATERAL FORCES SPECIFIED | | | IN THIS CHAPTER. SEE SECTION 1609 FOR WIND AND SECTION | | | 1610 FOR LATERAL SOIL LOADS. | | | | | | | | | | | | | | | | | | | | | | | | 2ND OK | | | | | | |
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