| Date |
Text |
| 2006-11-02 15:40:03 | |
| | |
| | 1) FL S S 713.13 |
| | NOTICE OF COMMENCEMENT, TO BE FILED |
| | WITH THE CLERK OF THE COURT BEFORE A |
| | PERMIT WILL BE ISSUED. NOTE: 713.13(2) |
| | IF THE WORK DESCRIBED IN THE NOTICE OF COMMENCEMENT IS |
| | NOT ACTUALLY COMMENCED |
| | WITHIN 90 DAYS AFTER THE RECORDING |
| | THEREOF, SUCH NOTICE IS NULL & VOID. |
| | |
| | 2)THE CLAIMED VALUATION ON THE PERMIT APPLICATION IS |
| | LOW. FOR PERMITTING PURPOSES, VALUATION OF BUILDINGS |
| | AND SYSTEMS SHALL BE THE TOTAL REPLACEMENT COST |
| | EXCLUDING LAND VALUE. OUR VALUATION REFERENCE IS ICC |
| | (BVD), MARSHALL-SWIFT AND MEANS COST ANALYSIS SERVICES |
| | PER 108.3 FBC* |
| | |
| | 3)2004 FL. BLD CODE 1603.1.4 THE |
| | FOLLOWING INFORMATION RELATED TO WIND |
| | SHALL BE SHOWN ON THE CONSTRUCTION |
| | DRAWINGS, |
| | 1)- BASIC WIND SPEED, MPH |
| | 2)- WIND IMPORTANCE FACTOR, & BUILDING |
| | CATEGORY |
| | 3)- WIND EXPOSURE |
| | 4)- INTERNAL PRESSURE COEFFICIENT, |
| | 5)- COMPONENTS & CLADDING, THE DESIGN |
| | WIND PRESSURES IN TERMS OF PSF. |
| | |
| | 4)1609.1.3 ANCHORAGE AGAINST OVERTURNING, UPLIFT AND |
| | SLIDING. |
| | STRUCTURAL MEMBERS AND SYSTEMS AND COMPONENTS AND |
| | CLADDING IN A BUILDING OR STRUCTURE SHALL BE ANCHORED |
| | TO RESIST WIND-INDUCED OVERTURNING, UPLIFT AND SLIDING |
| | AND TO PROVIDE CONTINUOUS LOAD PATHS FOR THESE FORCES |
| | TO THE FOUNDATION. WHERE A PORTION OF THE RESISTANCE TO |
| | THESE FORCES IS PROVIDED BY DEAD LOAD, THE DEAD LOAD, |
| | INCLUDING THE WEIGHT OF SOILS AND FOUNDATIONS, SHALL BE |
| | TAKEN AS THE MINIMUM DEAD LOAD LIKELY TO BE IN PLACE |
| | DURING A DESIGN WIND EVENT. WHERE THE ALTERNATE BASIC |
| | LOAD COMBINATIONS OF SECTION 1605.3.2 ARE USED, ONLY |
| | TWO-THIRDS OF THE MINIMUM DEAD LOAD LIKELY TO BE IN |
| | PLACE DURING A DESIGN WIND EVENT SHALL BE USED. NOTE: |
| | AN ENGINEER OR ARCHITECT WHO IS REGISTERED WITH THE |
| | STATE WILL HAVE TO PROVIDE THIS INFORMATION ON THE |
| | DRAWINGS. SEE F.A.C. 61G15-23.002 - 471.025 F.S. AND |
| | SEC. 106 F.B.C. |
| | |
| | 5) THE SLAB DETAIL IS STILL MISSING FROM THE DRAWINGS. |
| | THE SCALE NOTED ON THEDRAWINGS IS INCORRECT. INDICATE |
| | THE CORRECT SCALE FOR THE DRAWINGS 106.1.3 FBC* |
| | |
| | MYRON JACOBS |
| | BUILDING PLAN REVIEWER |
| | 805-6726 |
| | |
| | |
