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] |