| Plan Review Notes For Permit 02041264 |
| Permit Number |
02041264 |
|
| Review Stop |
R |
| Sequence Number |
2 |
|
| Notes |
| Date |
Text |
| 2002-06-12 00:00:00 | BUILDING PLAN REVIEW | | | *******DENIED******* | | | ROBERT BROWN(561) 659 8096 EXT 8499 | | | | | | FBC = FLORIDA BUILDING CODE 2001 | | | FBC*= FLORIDA BUILD'G CODE (CITY AMEND) | | | | | | FOR CONSISTENCY, THE FOLLOWING COMMENTS | | | ARE NUMBERED AS PER THE BUILDING PLAN | | | REVIEW OF 6/4/02: | | | | | | 1) FBC 1606.1.1TRUSS DESIGN DOCUMENTS. | | | THIS COMMENT HAS NOT BEEN ADDRESSED. | | | THE TRUSS DESIGN CALCULATIONS, SHOP | | | DRAWINGS AND LAYOUT DRAWING STILL REFER | | | TO STANDARD BUILDING CODE 1997 AND A | | | DESIGN WIND VELOCITY OF 110 MPH.THE | | | FOOTNOTE ON EACH TRUSS SHEET STATES | | | "TRUSS HAS BEEN CHECKED FOR 110 MPH WIND | | | LOAD,....".AMEND THESE DOCUMENTS TO | | | DEMONSTRATE COMPLIANCE WITH FLORIDA | | | BUILDING CODE 2001. | | | | | | 2) FBC 1606.2.2.1WIND PRESSURE.THE | | | VELOCITY PRESSURE STATED ON GENERAL | | | NOTES SHEET G1, AS 24.7PSF, DOES NOT | | | CORRELATE TO THE CALCULATED VELOCITY | | | PRESSURE OF 29.85PSF.AMEND SHEET G1. | | | | | | **QUOTE PERMIT# ON ALL CORRESPONDENCE** | | | | | | END OF REVIEW COMMENTS | | | THE CODE REFERENCES GIVE ADDITIONAL INFO | | | IF YOU HAVE ANY QUESTIONS PLEASE CALL: | | | ROBERT BROWN(561) 659 8096 EXT 8499 |
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