| Date |
Text |
| 2013-11-21 20:56:05 | BUILDING PLAN REVIEW |
| | *******DENIED******* |
| | ROBERT BROWN (561) 805 6652 |
| | E-MAIL: [email protected] |
| | |
| | |
| | FBC R = 2010 FLORIDA BUILDING CODE - RESIDENTIAL |
| | FBC*= FLORIDA BUILD'G CODE (CITY AMEND) |
| | F.S.= FLORIDA (STATE) STATUTE |
| | |
| | |
| | 1) FBC R301.1 HEADER BEAM CALCULATION. SUBMITTAL OF THE |
| | HEADER CALCULATIONS IS NOTED, BUT THEY DO NOT |
| | COMPLETELY ADDRESS THE BEAM STRENGTH AND HANGER |
| | QUESTIONS RAISED IN COMMENTS 3 AND 4 OF THE PREVIOUS |
| | PLAN REVIEW. |
| | THE SUBMITTED "ENERCALC" HEADER BEAM CALCULATION |
| | REFERENCES ASCE 7-02, INSTEAD OF THE CURRENT FBC |
| | REFERENCED ASCE 7-10, AND THE UNIFORM LOADS DO NOT |
| | APPEAR TO ACCOUNT FOR THE HORIZONTAL WIND LOAD OF 42 |
| | PSF APPLIED OVER A TRIBUTARY WIDTH OF 5.8 FEET (HALF |
| | THE HEIGHT OF THE DOOR AND TRANSOM WINDOW), APPLIED AT |
| | THE SAME TIME AS THE STATED 120 PLF VERTICAL LOAD FROM |
| | THE TRANSOM WINDOW. NO HORIZONTAL LOAD SEEMS TO HAVE |
| | BEEN APPLIED IN THIS CALCULATION. PLEASE CORRECT CODE |
| | REFERENCE TO ASCE 7-10 AND CHECK THE BEAM STRESSES, |
| | HANGER CAPACITY, AND TAPCON CAPACITY, FOR THE COMBINED |
| | HORIZONTAL (WIND) AND VERTICAL LOADS. |
| | |
| | |
| | **QUOTE PERMIT# ON ALL CORRESPONDENCE** |
| | |
| | END OF REVIEW COMMENTS |
| | THE CODE REFERENCES GIVE ADDITIONAL INFO |
| | TELEPHONE: (561) 805 6652 ROBERT BROWN |
| | E-MAIL: [email protected] |
