| Date |
Text |
| 2003-09-25 00:00:00 | DENIED |
| | |
| | 1) FL BLD CODE 1804.2.2 QUESTIONABLE |
| | SOILS, WHERE THE BEARING CAPACITY IS |
| | NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| | WHERE THE BEARING CAPACITY OF THE SOIL I |
| | S NOT DEFINITEY KNOWN, OR IS IN QUESTION |
| | THE BUILDING OFFICIAL MAY REQUIRE EXPLOR |
| | ATIONS, TEST OR OTHER ADEQUATE PROOF AS |
| | TO THE PERMISSIBLE SAFE BEARING |
| | CAPACITY. REQUIRED TEST AND RECOMMENDA- |
| | TIONS SUBMITTED TO VERIFY BEARING CAPA- |
| | CITY SHALL BE CERTIFIED BY A GEOTECH- |
| | NICALREPORT FROM A DESIGN PROFESSIONAL P |
| | ROPERLY LICENSED IN THE STATE OF |
| | FLORIDA. PLEASE SUBMIT A SOIL BORING |
| | TEST REPORT. |
| | |
| | 2) BOTH FBC 1609.4.3 AND ASCE 7-98 2.4.3 |
| | DO NOT PERMIT INCREASES IN THE ALLOWABLE |
| | STRESS FOR THE STEEL FOR THE TRUSS |
| | CONNECTORS. THE EXCEPTIONS IN FBC |
| | 1609.4.3 ALLOW INCREASES TO BE TAKEN FOR |
| | MASONRY COMPONENTS (ACI530/ASCE5/TMS402) |
| | AND HURRICANE PANELS AND ASCE 7-98 2.4.3 |
| | ALLOWS IT ONLY IF THE INCREASE CAN BE |
| | JUSTIFIED BY STRUCTURAL BEHAVIOR CAUSED |
| | BY RATE OR DURATION OF LOAD. PLEASE |
| | REVISE THE TRUSS ANCHOR SCHEDULE ON G1 |
| | TO THE VALUES LISTED IN THE 2003 USP AND |
| | SIMPSON (HIGH WIND ADDITION) WHICH DO |
| | NOT INCLUDE A ONE-THIRD INCREASE ON THE |
| | STEEL CALCULATIONS. ALSO SPECIFY THE |
| | PROPER CONNECTOR STOCK OR MODEL NUMBER |
| | FOR THE NUMBER OF FASTENERS THAT ARE |
| | SPECIFIED. |
| | |
| | 3) SUBMIT A KEY PLAN AND INSTALLATION |
| | SCHEDULE FOR THE STORM PANELS. THE |
| | FOLLOWING INFORMATION IS REQUIRED: TYPE |
| | AND SPACING OF ANCHORS, MOUNT TYPE, |
| | CONNECTION TYPE, SHUTTER SPAN, AND |
| | OPENING PRESSURE. THIS INFORMATION IS |
| | REQUIRED FOR PLAN REVIEW OR A SEPARATE |
| | PERMIT WILL BE REQUIRED. |
| | |
| | IF YOU HAVE ANY QUESTIONS PLEASE CALL: |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
