| Date |
Text |
| 2003-10-28 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 8/22/03: |
| | |
| | 3) FBC 11-4.15SHEET A2 HAS BEEN RED- |
| | LINED TO SHOW A MAXIMUM SPOUT HEIGHT OF |
| | 36" ABOVE FLOOR FOR THE WATER FOUNTAIN. |
| | |
| | 6) THIS COMMENT HAS NOT BEEN ADDRESSED. |
| | FBC 1606.2.4SPECIFY ANCHORS FOR THE |
| | SLOPED ROOF ABOVE 'RECEIVING'.THE WIND |
| | ENGINEERING / STRUCTURAL NOTES STILL DO |
| | NOT STATE THE DESIGN PRESSURES FOR THE |
| | ROOF STRUCTURE DESIGN. |
| | |
| | 7) FBC 1601STRUCTURAL DETAILS FOR |
| | FASTENING OF THE NEW SLOPED CANOPIES. |
| | THIS COMMENT HAS NOT BEEN PROPERLY |
| | ADDRESSED.IT IS NOTED THAT SHEET A0, |
| | WIND ENGINEERING / STRUCTURAL NOTES, |
| | NOW INCLUDES A NOTE STATING THE UPLIFT |
| | (83 POUNDS) AT EACH TRUSS ANCHOR.THIS |
| | IS INSUFFICIENT FOR THE DESIGN WIND |
| | PRESSURES FOR THIS LOCATION.THE LSU24 |
| | ANCHOR SPECIFIED ON SHEET S1 |
| | (SECTION AA) IS NOT A VALID 2003 SIMPSON |
| | CATALOGUE REFERENCE.ALSO THE SPECIFIED |
| | RR RIDGE RAFTER CONNECTOR IS NOT |
| | SUITABLE FOR THIS APPLICATION.IT IS |
| | DESIGNED FOR RAFTER TO RIDGE CONNECTIONS |
| | (IN COMPRESSION) AND IS NOT APPROPRIATE |
| | FOR THE TENSILE LOADING THAT MUST BE |
| | RESISTED BE THE RAFTER IN MONOSLOPE |
| | CANOPY ROOF UNDER GRAVITY LOAD.SPECIFY |
| | VALID ANCHOR REFERENCES SUITABLE FOR THE |
| | APPLICABLE LOADING (TO INCLUDE THE |
| | DESIGN PRESSURES REFERENCED IN COMMENT 6 |
| | ABOVE). |
| | |
| | 13) IF NEW PLAN SHEETS ARE REQUIRED, IN |
| | ORDER TO ADDRESS THE ABOVE COMMENTS, THE |
| | OLD SHEETS SHALL BE REMOVED AND THE NEW |
| | SHEETS INSERTED.ONE COPY OF EACH OLD |
| | SHEET SHALL BE INCLUDED WITH THE |
| | RESUBMITTAL FOR COMPARISON OF REVISIONS. |
