| Date |
Text |
| 2007-10-23 16:57:50 | PROJECT: 1225 BEAR ISLAND DRIVE/#07060066 |
| | |
| | PROJECT DETAIL: CONSTRUCT TRELLIS |
| | |
| | REVIEW: 2004 FLORIDA BUILDING CODE W/ 2006 REVISIONS |
| | WPB ADMINISTRATIVE CODE ADMENDMENTS/ 2004 |
| | |
| | STATUS:PASS |
| | |
| | |
| | 1) THE WOOD POST INSTALLATION SHALL COMPLY TO THE |
| | FOLLOWING CODE SECTION: |
| | |
| | 1805.7 DESIGNS EMPLOYING LATERAL BEARING. |
| | DESIGNS TO RESIST BOTH AXIAL AND LATERAL LOADS |
| | EMPLOYING POSTS OR POLES AS COLUMNS EMBEDDED IN EARTH |
| | OR EMBEDDED IN CONCRETE FOOTINGS IN THE EARTH SHALL |
| | CONFORM TO THE REQUIREMENTS OF SECTIONS 1805.7.1 |
| | THROUGH 1805.7.3. |
| | 1805.7.1 LIMITATIONS. |
| | THE DESIGN PROCEDURES OUTLINED IN THIS SECTION ARE |
| | SUBJECT TO THE FOLLOWING LIMITATIONS: |
| | 1. THE FRICTIONAL RESISTANCE FOR STRUCTURAL WALLS AND |
| | SLABS ON SILTS AND CLAYS SHALL BE LIMITED TO ONE-HALF |
| | OF THE NORMAL FORCE IMPOSED ON THE SOIL BY THE WEIGHT |
| | OF THE FOOTING OR SLAB. |
| | 2. POSTS EMBEDDED IN EARTH SHALL NOT BE USED TO PROVIDE |
| | LATERAL SUPPORT FOR STRUCTURAL OR NONSTRUCTURAL |
| | MATERIALS SUCH AS PLASTER, MASONRY OR CONCRETE UNLESS |
| | BRACING IS PROVIDED THAT DEVELOPS THE LIMITED |
| | DEFLECTION REQUIRED. |
| | WOOD POLES SHALL BE TREATED IN ACCORDANCE WITH AWPA C2 |
| | OR C4. |
| | |
| | 1805.7.3 BACKFILL. |
| | THE BACKFILL IN THE ANNULAR SPACE AROUND COLUMNS NOT |
| | EMBEDDED IN POURED FOOTINGS SHALL BE BY ONE OF THE |
| | FOLLOWING METHODS: |
| | 1. BACKFILL SHALL BE OF CONCRETE WITH AN ULTIMATE |
| | STRENGTH OF 2,000 PSI (13.8 MPA) AT 28 DAYS. THE HOLE |
| | SHALL NOT BE LESS THAN 4 INCHES (102 MM) LARGER THAN |
| | THE DIAMETER OF THE COLUMN AT ITS BOTTOM OR 4 INCHES |
| | (102 MM) LARGER THAN THE DIAGONAL DIMENSION OF A SQUARE |
| | OR RECTANGULAR COLUMN. |
| | 2. BACKFILL SHALL BE OF CLEAN SAND. THE SAND SHALL BE |
| | THOROUGHLY COMPACTED BY TAMPING IN LAYERS NOT MORE THAN |
| | 8 INCHES (203 MM) IN DEPTH. |
| | 3. BACKFILL SHALL BE OF CONTROLLED LOW-STRENGTH |
| | MATERIAL (CLSM). |
| | |
| | PLAN REVIEW: KEN CONRAD |
| | 561.805.6666 |
| | |
