| Plan Review Notes For Permit 12070060 |
| Permit Number |
12070060 |
|
| Review Stop |
B |
| Sequence Number |
1 |
|
| Notes |
| Date |
Text |
| 2012-07-25 16:54:19 | ****CORRECTIONS**** | | | SAMANTHA HILL, BUILDING PLANS EXAMINER | | | 561-805-6724 [email protected] | | | FBC FLORIDA BUILDING CODE 2010 | | | FBC R FLORIDA BUILDING CODE 2010 RESIDENTIAL | | | | | | FBC RESIDENTIAL 301.1 (RESISTANCE TO WIND): | | | | | | 1. REGARDING BEAM SPAN CALCULATIONS, SHEET 1, PLEASE | | | REVISE TO INCLUDE THE VALUE FOR 'L'. THIS APPLIES TO | | | CENTER MANSARD SPAN, WINDWARD MANSARD LEG, AND LEEWARD | | | MANSARD LEG. CALCULATION IS PROVIDED BUT REFERS TO WL, | | | PLEASE PROVIDE SPANS (DIMENSION OF L). | | | | | | 2. BASED ON LAT/LONG LOCATION, THIS PROJECT APPEARS TO | | | BE IN THE 152 MPH WIND ZONE (WWW.ATCOUNCIL.ORG). EITHER | | | PROVIDE INFORMATION TO SHOW HOW ENGINEER HAS DETERMINED | | | WIND SPEED, OR REVISE PLAN TO A MINIMUM OF 152MPH. | | | | | | IF OTHER COMMENTS ARE ADDRESSED AND PLANS DO NOT NEED | | | TO BE REVISED, A LETTER FROM ENGINEER THAT THIS DESIGN | | | COMPLIES WITH 152MPH WILL SUFFICE. | | | | | | 3. DUE TO THE DELAY IN FIRST PLAN REVIEW, ENGINEER MAY | | | PROVIDE THIS INFORMATION VIA EMAIL FOR PRELIMINARY | | | REVIEW TO DETERMINE WHETHER ADDITIONAL INFORMATION IS | | | REQUIRED. BEAMS APPEAR OVERSTRESSED. | | | | | | PLEASE FEEL FREE TO CONTACT ME TO DISCUSS. |
|
