| Plan Review Notes For Permit 23060029 |
| Permit Number |
23060029 |
|
| Review Stop |
B |
| Sequence Number |
1 |
|
| Notes |
| Date |
Text |
| 2023-06-24 07:19:40 | ****CORRECTIONS**** | | | | | | SAMANTHA HILL | | | BUILDING PLANS EXAMINER | | | [email protected] | | | 561-805-6724 | | | | | | FBC = FLORIDA BUILDING CODE, 7TH EDITION (2020) | | | FBC B = FBC BUILDING | | | FBC EB = FBC EXISTING BUILDING | | | FBC A = FBC ACCESSIBILITY | | | FBC EC = FBC ENERGY CONSERVATION | | | FBC R = FBC RESIDENTIAL | | | | | | 1. PRESSURES ARE TOO LOW, SEE FBC R 301.2(1), 301.2(2). | | | REVISE THE WINDOW WIND LOAD SCHEDULE TO INCLUDE WIND | | | SPEED (MINIMUM 170MPH), EXPOSURE CLASSIFICATION, | | | (MINIMUM EXPOSURE C - NOTE THAT THIS STRUCTURE IS | | | SURROUNDED BY OPEN AREA/GOLF COURSE), MEAN ROOF HEIGHT. | | | THEN RECALCULATE DESIGN PRESSURES ACCORDING TO FBC R | | | 301.2. | | | | | | FOR EXAMPLE, OPENING 1, 12.96SF, +25.6/-27.7. THE TABLE | | | IN FBC R 301.2(1) SPECIFIES +31.2/-33.8 FOR 10SF. | | | STRUCTURE IS ONE STORY BUT APPEARS TO HAVE A MEAN ROOF | | | HEIGHT OF 20', SO COEFFICIENT OF 1.29 SHOULD BE | | | APPLIED. DESIGN PRESSURES FOR OPENING 1 SHOULD BE A | | | MINIMUM OF +40.25/-43.6. | | | | | | |
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