| Plan Review Notes For Permit 09010157 |
| Permit Number |
09010157 |
|
| Review Stop |
B |
| Sequence Number |
1 |
|
| Notes |
| Date |
Text |
| 2009-01-13 14:36:44 | ****CORRECTIONS**** | | | | | | SAMANTHA HILL, BUILDING PLANS EXAMINER | | | 561-805-6724 [email protected] | | | | | | FBC FLORIDA BUILDING CODE 2004 | | | FBC EB FLORIDA BUILDING CODE 2004 EXISTING BUILDING | | | CODE | | | FBC R FLORIDA BUILDING CODE 2004 RESIDENTIAL | | | FBC* CITY OF WEST PALM BEACH AMENDMENTS TO THE FBC2004 | | | FAC FLORIDA ADMINISTRATIVE CODE | | | FS FLORIDA STATUTE | | | | | | 1. SHUTTER CONNECTION TYPES A AND H REQUIRE CONCRETE | | | SUBSTRATE WHICH HAS A MINIMUM STRENGTH OF 3KSI (AS PER | | | NOTES ON SHEET 14), SEE ANCHOR CHART ON SHEET 13. IF | | | CONTRACTOR SPECIFIES CONCRETE, CONTRACTOR IS TO PROVIDE | | | EVIDENCE THAT THE EXISTING CONCRETE MEETS THE MINIMUM | | | STRENGTH REQUIREMENTS; OTHERWISE, MUST USE | | | SPECIFICATIONS FOR HOLLOW BLOCK. | | | | | | 2. SEE SHEET 14, AN EDGE DISTANCE OF 3" REQUIRES A | | | FACTOR OF .83 APPLIED TO THE ANCHOR SPACING. |
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