| Date |
Text |
| 2005-03-28 00:00:00 | BUILDING PLAN REVIEW |
| | *******DENIED******* |
| | ROBERT BROWN(561) 805 6716 |
| | E-MAIL: [email protected] |
| | |
| | TRUSS ENGINEERING SUBMITTAL ON 3/21/05 |
| | AND INDEX SHEET SUBMITTED ON 3/28/05. |
| | |
| | FBC = FLORIDA BUILDING CODE 2001 |
| | FBC*= FLORIDA BUILD'G CODE (CITY AMEND) |
| | F.S.= FLORIDA (STATE) STATUTE |
| | |
| | 1) COMMENT ALREADY ADDRESSED BY |
| | SUBMITTAL OF CALCULATION INDEX SHEETS. |
| | BUT, WILL NEED NEW INDEX SHEETS WHEN |
| | ADDRESSING COMMENTS 2 AND 3 BELOW. |
| | |
| | 2) FBC 1604.1ROOF TRUSS LOADING.THE |
| | SUBMITTED ROOF TRUSS DESIGN CALCULATIONS |
| | STATE A BOTTOM CHORD LIVE LOAD OF 10PSF. |
| | THE REQUIRED MINIMUM BOTTOM CHORD LIVE |
| | LOAD FOR RESIDENTIAL ATTICS WITH STORAGE |
| | IS 30 PSF.AMEND THE CALCULATIONS. |
| | |
| | 3) FBC 1606.1STRESS INCREASE FOR STEEL |
| | IS NOT ALLOWED.THE WRITERS OF THE |
| | MITEK SOFTWARE USED FOR DESIGN OF THE |
| | TRUSSES HAVE ADVISED THAT WHEN THE CODE |
| | IS STATED AS 'FBC2001/ANSI95' THE |
| | SOFTWARE USES THE STRESS INCREASE. |
| | AMEND THE CALCULATIONS TO SHOW |
| | COMPLIANCE WITH THE PROCEDURE DESCRIBED |
| | IN THE ATTACHED LETTER FROM MITEK. |
| | |
| | **QUOTE PERMIT# ON ALL CORRESPONDENCE** |
| | |
| | END OF REVIEW COMMENTS |
| | THE CODE REFERENCES GIVE ADDITIONAL INFO |
| | TELEPHONE: (561) 805 6716ROBERT BROWN |
| | E-MAIL: [email protected] |
