| 2012-06-28 18:26:55 | ****CORRECTIONS**** |
| | SAMANTHA HILL, BUILDING PLANS EXAMINER |
| | 561-805-6724 [email protected] |
| | FBC FLORIDA BUILDING CODE 2010 |
| | FBC R FLORIDA BUILDING CODE 2010 RESIDENTIAL |
| | |
| | FBC RESIDENTIAL 301, IN ORDER TO SHOW RESISTANCE TO |
| | WIND LOADS AND TO COMPLY WITH REQUIREMENTS OF PRODUCT |
| | APPROVAL, SEE THE INSTALLATION SCHEDULE (FILLED OUT BY |
| | APPLICANT) AND FLORIDA STATE PRODUCT APPROVAL, AND |
| | REVISE INSTALLATION SCHEDULE AS FOLLOWS: |
| | |
| | 1. DESIGN PRESSURES ARE HIGHER THAN REQUIRED BY THE |
| | TABLES IN THE BUILDING CODE. WHILE YOU CAN ALWAYS |
| | EXCEED CODE COMPLIANCE, IF YOU STATE THAT YOU ARE |
| | DESIGNING TO A HIGHER PRESSURE, ALL OTHER INFORMATION |
| | MUST COMPLY WITH THE HIGHER DESIGN PRESSURE. THE |
| | MINIMUM DESIGN PRESSURE REQUIRED FOR WORST CASE (10SF, |
| | ZONE 5) IS +31.3 / -41.9. |
| | |
| | 2. SHUTTER MOUNTING CONNECTION TYPE (4TH COLUMN) IS TO |
| | CORRELATE WITH THE ANCHOR CHARTS, SEE SHEET 11. FOR |
| | INSTANCE, YOU HAVE HIGHLIGHTED 2 (TOP) AND 6 (BOTTOM). |
| | 5A(TOP), 5 (BOTTOM). PLEASE REVISE TO INCLUDE THE |
| | INFORMATION FOR SPECIFIC OPENINGS ON THE INSTALLATION |
| | SCHEDULE (RATHER THAN H HEADER, F TRACK). |
| | |
| | 3. A 2 1/2" EDGE DISTANCE REQUIRES A FACTOR OF .86 |
| | APPLIED TO ANCHOR SPACING FOR SG TAPCONS, SEE CHART ON |
| | SHEET 11. |
| | |
| | 4. SUBSTRATE IS CONCRETE BLOCK, PLEASE CLARIFY. IF THE |
| | TOP IS A FORMED AND POURED TIE BEAM, IT IS CONCRETE. |
| | FILLED CELLS ARE CONSIDERED A CONCRETE BLOCK SUBSTRATE |
| | UNLESS THE PRODUCT APPROVAL HAS A CHART FOR GROUT |
| | FILLED CELLS. SOME CBS STRUCTURES HAVE A CONCRETE TOP |
| | SUBSTRATE, BLOCK (MASONRY) BOTTOM SUBSTRATE. SEE ANCHOR |
| | CHARTS, CONCRETE WAS HIGHLIGHTED BUT CONCRETE BLOCK WAS |
| | STATED AS SUBSTRATE. MOST OF THE TOP CONNECTIONS |
| | REQUIRE CONCRETE, SO THE INSTALLATION PROPOSED IS NOT |
| | COMPLIANT FOR MASONRY SUBSTRATE. |
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