Date |
Text |
2010-12-29 15:56:18 | ****CORRECTIONS**** |
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| SAMANTHA HILL, BUILDING PLANS EXAMINER |
| 561-805-6724 [email protected] |
| FBC FLORIDA BUILDING CODE 2007 |
| FBC R FLORIDA BUILDING CODE 2007 RESIDENTIAL |
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| 1. 4. REVISE EXPOSURE CATEGORY OR PROVIDE CALCULATIONS |
| FOR EXPOSURE B DESIGN PRESSURES. FBC1609, FBC |
| R301.2.1.4. NOTE THAT THE CODE CHANGED EFFECTIVE MARCH |
| 1, 2009. |
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| R301.2.1.4 EXPOSURE CATEGORY. FOR EACH WIND DIRECTION |
| CONSIDERED, AN EXPOSURE CATEGORY THAT ADEQUATELY |
| REFLECTS THE CHARACTERISTICS OF GROUND SURFACE |
| IRREGULARITIES SHALL BE DETERMINED FOR THE SITE AT |
| WHICH THE BUILDING OR STRUCTURE IS TO BE CONSTRUCTED. |
| FOR A SITE LOCATED IN THE TRANSITION ZONE BETWEEN |
| CATEGORIES, THE CATEGORY RESULTING IN THE LARGEST WIND |
| FORCES SHALL APPLY. ACCOUNT SHALL BE TAKEN OF |
| VARIATIONS IN GROUND SURFACE ROUGHNESS THAT ARISE FROM |
| NATURAL TOPOGRAPHY AND VEGETATION AS WELL AS FROM |
| CONSTRUCTED FEATURES. FOR ANY GIVEN WIND DIRECTION, THE |
| EXPOSURE IN WHICH A SPECIFIC BUILDING OR OTHER |
| STRUCTURE IS SITED SHALL BE ASSESSED AS BEING ONE OF |
| THE FOLLOWING CATEGORIES: |
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| EXCEPTION: AN INTERMEDIATE EXPOSURE BETWEEN THE |
| EXPOSURE CATEGORIES DEFINED IS PERMITTED IN A |
| TRANSITION ZONE PROVIDED THAT IT IS DETERMINED BY A |
| RATIONAL ANALYSIS METHOD. |
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| 2. FLORIDA STATE OR LOCAL PRODUCT APPROVAL REQUIRED, |
| FAC9B72, ROOF TILE. ON THE PRODUCT APPROVAL, INDICATE |
| METHOD OF FASTENING SO THAT COMPLIANCE WITH WIND DESIGN |
| CRITERIA CAN BE DETERMINED. IF FOAM ADHESIVE IS USED, |
| PROVIDE PRODUCT APPROVAL FOR THE ADHESIVE. PRODUCT |
| APPROVALS ARE TO BE REVIEWED BY DESIGNER OF RECORD |
| PRIOR TO SUBMITTAL. |
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| 3. PRODUCT APPROVAL FOR A BUR ROOF WAS PROVIDED, PLANS |
| SHOW A TILE ROOF. PLEASE ADDRESS. |
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| 3. TERMITE PROTECTION REQUIRED FBC R 320. |
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| 4. TRUSS DESIGN ENGINEERING DOCUMENTS REQUIRED WITH ALL |
| INFORMATION REQUIRED BY FBC R802.1.6.1. TRUSS |
| ENGINEERING TO BE REVIEWED BY DESIGNER OF RECORD PRIOR |
| TO SUBMITTAL. |
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| 5. SEE DEFINITION OF PARTIALLY ENCLOSED, ASCE7-05, AND |
| EXPLAIN RATIONALE FOR DESIGNING THIS STRUCTURE TO |
| PARTIALLY ENCLOSED DESIGN PRESSURES. IT APPEARS THAT |
| THE PROPOSED IMPROVEMENT IS NOT A FREE STANDING |
| STRUCTURE, BUT AN ADDITION TO AN EXISTING STRUCTURE. |
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