Date |
Text |
2002-02-27 00:00:00 | BUILDING PLAN REVIEW |
| *******DENIED******* |
| ROBERT BROWN(561) 659 8096 EXT 8499 |
| |
| SBC = STANDARD BUILDING CODE 1997 |
| SBC*= STANDARD BUILD'G CODE (CITY AMEND) |
| |
| 1) A RECORDED COPY OF THE NOTICE OF |
| COMMENCEMENT MUST BE SUBMITTED BEFORE A |
| PERMIT CAN BE ISSUED. |
| |
| 2) UNTIL MARCH 1, 2002 EITHER STANDARD |
| BUILDING CODE 1997 OR FLORIDA BUILDING |
| CODE 2001 MAY BE USED.NEITHER CODE IS |
| REFERENCED ON THE PLANS.STATE WHICH |
| CODE THE WORK IS TO BE CONSTRUCTED TO. |
| |
| 3) SBC* 104.2.3WOOD POST SIZES AND |
| SPACING.AS THE STRUCTURE IS NOT |
| DESIGNED BY A FLORIDA REGISTERED |
| ARCHITECT OR ENGINEER, IT MUST BE |
| DESIGNED TO CONFORM TO THE ADOPTED |
| PRESCRIPTIVE STANDARD WHICH IS |
| SBCCI SSTD 10-97 'STANDARD FOR HURRICANE |
| RESISTANT RESIDENTIAL CONSTRUCTION' (SEE |
| SECTION 308 IN PARTICULAR).THE WIND |
| ENGINEERING/STRUCTURAL NOTES (SHEET 5) |
| REFER TO SBCC 1994 WHICH IS NOT ADOPTED. |
| THE CURRENT STANDARD IS SBCCI STANDARD |
| BUILDING CODE 1997 (SEE COMMENT 1 ABOVE) |
| WHICH REFERS TO SBCCI SSTD 10-97.AMEND |
| THE PLANS AS NECESSARY TO CONFORM AND |
| STATE THE CORRECT CODE ON THE PLANS. |
| A COMPLETE REVIEW HAS NOT BEEN POSSIBLE |
| DUE TO THIS IRREGULARITY. |
| |
| 4) SBC* 104.2SHEET 2, FOUNDATION PLAN. |
| FOR EACH POST, ANNOTATE THE PLAN TO SHOW |
| WHICH OF THE FOOTING SCHEDULE REFERENCES |
| 'F-1 THROUGH F-4', IS APPLICABLE. |
| |
| 5) SBC* 104.2FOUNDATION PLAN, COLUMN |
| SCHEDULE.THE DESCRIPTION FOR 'C-1' |
| IMPLIES THAT ONE #5 BAR 12" LONG WILL BE |
| DRILLED THOUGH THE THE WOOD POST |
| EMBEDMENT, EACH WAY, AT MID-DEPTH OF THE |
| FOOTING.ADD A DETAIL TO SHOW THIS |
| DIAGRAMMATICALLY FOR CONSTRUCTION AND |
| INSPECTION. |
| |
| 6) STATE THE ANGLE OF PITCH FOR THE NEW |
| ROOFS. |
| |
| **QUOTE PERMIT# ON ALL CORRESPONDENCE** |
| |
| END OF REVIEW COMMENTS |
| THE CODE REFERENCES GIVE ADDITIONAL INFO |
| IF YOU HAVE ANY QUERIES PLEASE CALL: |
| ROBERT BROWN(561) 659 8096 EXT 8499 |