| 2006-11-01 18:32:40 | |
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| | 1)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. |
| | |
| | 2)MORE DETAILS IS REQUIRED FOR THE CONSTRUCTION TO |
| | THE NEW FENCE.ARETHE COLUMNSCONCRETE BLOCKS |
| | /POURED CONCRETE OR STONE?WHAT TYPE OF MATERIAL WILL |
| | BE BETWEEN THE COLUMNS? IS IT CONCRETE BLOCKS/ALUMINUM |
| | OR WOOD? WHERE IS THE FOUNDATION DETAIL FOR THE |
| | COLUMNS.SHOW THE LAYOUT OF THE STEEL FOR THE COLUMNS |
| | AND IF CONCRETE BLOCKS WILL BE SHOW THE LOYOUT OF THE |
| | STEEL ALSO.INDICATETHERE WILL BE ANY FILL CELLS IN |
| | BETWEEN THE COLUMNS. |
| | |
| | 3)2121.8.1 |
| | MASONRY FENCES SO LOCATED ON A PROPERTY THAT SUCH FENCE |
| | , AT THE PROPOSED HEIGHT OR BY A FUTURE ADDITION TO |
| | HEIGHT, COULD BE USED AS A WALL OF A BUILDING SHALL BE |
| | CONSTRUCTED WITH FOUNDATIONS AND TIE COLUMNS AS |
| | PROVIDED FOR AN EXTERIOR WALL. SUCH FENCE SHALL BE |
| | CAPPED WITH A COPING BEAM NOT LESS THAN 64 SQUARE |
| | INCHES (.4 M 2 ) IN CROSS-SECTION REINFORCED WITH A |
| | MINIMUM OF TWO #4 RODS, WHEN NOT EXCEEDING A HEIGHT OF |
| | 5 FEET (1.5 M), OR SHALL BE CAPPED BY A TIE BEAM AS |
| | PROVIDED FOR EXTERIOR WALLS IF EXCEEDING A HEIGHT OF 5 |
| | FEET (1.5 M). |
| | |
| | 4)2121.8.2.1 |
| | FENCES NOT EXCEEDING 5 FEET (1.5 M) IN HEIGHT SHALL BE |
| | 8 INCHES (203 MM) THICK AND SHALL NOT BE REQUIRED TO |
| | HAVE TIE COLUMNS, BUT SHALL BE REQUIRED TO HAVE A |
| | COPING AS PROVIDED HEREIN; OR SUCH FENCES MAY BE 4 |
| | INCHES (102 MM) THICK WITH TIE COLUMNS AND COPING NOT |
| | LESS THAN 8 INCHES (203 MM) THICK. |
| | |
| | 5) 1609.1.3STRUCTURAL MEMBERS AND SYSTEMS AND |
| | COMPONENTS AND CLADDING IN A BUILDING OR STRUCTURE |
| | SHALL BE ANCHOREDTO RESIST WIND-INDUCED |
| | OVERTURNING,UPLIFT AND SLIDING AND TO PROVIDE CONTINOUS |
| | LOAD PATHS FOR THESE FORCES TO THE FOUNDATION. |
| | |
| | MYRON JACOBS |
| | BUILDING PLAN REVIEWER |
| | 805-6726 |
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