| Plan Review Notes For Permit 12100243 |
| Permit Number |
12100243 |
|
| Review Stop |
B |
| Sequence Number |
2 |
|
| Notes |
| Date |
Text |
| 2012-11-13 12:55:02 | ****CORRECTIONS**** | | | SAMANTHA HILL, BUILDING PLANS EXAMINER | | | 561-805-6724 [email protected] | | | FBC FLORIDA BUILDING CODE 2010 | | | FBC R FLORIDA BUILDING CODE 2010 RESIDENTIAL | | | | | | FBC 2010 RESIDENTIAL 301.1, RESISTANCE TO WIND LOADS: | | | | | | 1. THE "SHUTTER CONNECTION MOUNTING TYPE" WAS LEFT | | | BLANK. THIS SHOULD BE A CONNECTION TYPE C1 THROUGH C8, | | | SEE ANCHOR CHARTS ON SHEET 4. | | | | | | 2. EDGE DISTANCE CANNOT BE 4" FOR WOOD SUBSTRATE AS YOU | | | WOULD NOT BE FASTENING INTO THE STRUCTURE. | | | | | | 3. ANCHOR SPACING SHOULD BE ONE DIMENSION, DISTANCE | | | (PATTERN) OF ANCHOR SPACING. | | | | | | 4. IT IS ACCEPTABLE TO EXCEED CODE COMPLIANCE, BUT | | | PLEASE BE ADVISED THAT MINIMUM WIND DESIGN REQUIREMENT | | | IS +42.3/-56.6 FOR ZONE 5, 10 SF FOR A 25' HIGH | | | STRUCTURE. IF NO OPENINGS ARE LOCATED IN ZONE 5, ZONE 4 | | | WORST CASE IS +42.3/-45.8. ON THE INSTALLATION | | | SCHEDULE, YOU SPECIFY DESIGN PRESSURES AS +73.2/-81.6, | | | PRODUCT APPROVAL IS FOR DESIGN PRESSURES LESS THAN | | | -75PSF. | | | | | | |
|
