| Date |
Text |
| 2003-07-01 00:00:00 | BUILDING PLAN REVIEW |
| | *******DENIED******* |
| | ROBERT BROWN(561) 805 6716 |
| | E-MAIL: [email protected] |
| | |
| | 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 6/12/03: |
| | |
| | 3) FBC 1606.1.7SHEET S2, STRUCTURAL |
| | NOTES, CODES AND STANDARDS #3.THE |
| | ADDITION OF WIND PRESSURES IS NOTED. |
| | THE STATED PRESSURES ARE ASSUMED TO BE |
| | APPLICABLE TO THE WALLS (FOR |
| | SPECIFICATION OF THE NEW FRENCH DOOR) AS |
| | THEY ARE TOO LOW TO BE APPLICABLE TO |
| | ROOF (AND ROOF OVERHANG) ZONES 2 & 3. |
| | ANNOTATE THE PLAN TO CLARIFY. |
| | |
| | 7) FBC 1606COLUMN BASE ANCHORS.THIS |
| | COMMENT HAS NOT BEEN PROPERLY ADDRESSED |
| | AS POINTED OUT IN THE PREVIOUS REVIEW |
| | THE SIMPSON ABA44 COLUMN BASE ANCHORS DO |
| | NOT HAVE SUFFICIENT UPLIFT CAPACITY TO |
| | RESIST THE WIND UPLIFT ACTING ON THE |
| | PORCH ROOF.USING THE PORCH DIMENSIONS |
| | AND COLUMN SPACING NOW PROVIDED, THE |
| | 555# UPLIFT CAPACITY GIVEN IN THE 2003 |
| | SIMPSON CATALOGUE CAN WITHSTAND A WIND |
| | UPLIFT PRESSURE OF -37 PSF ACTING ON THE |
| | ROOF.THIS IS NOT SUFFICIENT TO ANCHOR |
| | THE ROOF, EVEN ALLOWING FOR THE |
| | ASSISTANCE OFFERED BY THE DEAD LOAD OF |
| | THE STRUCTURE.EITHER, JUSTIFY THE USE |
| | OF SIMPSON ABA44 ANCHORS BY STATING THE |
| | PORCH ROOF UPLIFT PRESSURE ON THE PLAN, |
| | OR SPECIFY AN ALTERNATIVE ANCHOR WITH |
| | SUFFICIENT UPLIFT CAPACITY. |
| | |
| | **QUOTE PERMIT# ON ALL CORRESPONDENCE** |
| | |
| | END OF REVIEW COMMENTS |
| | THE CODE REFERENCES GIVE ADDITIONAL INFO |
| | TELEPHONE: (561) 805 6716ROBERT BROWN |
| | E-MAIL: [email protected] |
