| Date |
Text |
| 2008-11-07 12:35:49 | ****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. TITLE BLOCK REQUIRED IN ACCORDANCE WITH |
| | FAC61G15-23.002. (COFA MISSING) |
| | |
| | 2. THE FIRST PAGE OF CALCS STATES THAT A 33% ALLOWABLE |
| | STRESS INCREASE WAS TAKEN. SEE FBC1605.3.1.1(2) AND |
| | CLARIFY USE OF STRESS INCREASE. |
| | |
| | 3. REPORTS ARE TO USE AN INDEX SHEET IN ACCORDANCE WITH |
| | FAC61G15-23.002. THE CALCULATIONS SUBMITTED DO NOT HAVE |
| | PAGE NUMBERS AND ARE NOT OTHERWISE IDENTIFIED. PLEASE |
| | REVISE. |
| | |
| | 4. IF PULLOUT VALUE FOR #10 SCREW IS 109, WITH A SAFETY |
| | FACTOR OF 2, SHOULDN'T IT BE DIVIDED BY TWO RATHER THAN |
| | MULTIPLIED BY TWO? CAPACITY WITH STRESS INCREASE FROM |
| | CALCULATIONS PROVIDED IS 290; IT DOES NOT SEEM LOGICAL |
| | WHEN PRODUCT DATA STATES 109. THIS COMMENT ALSO APPLIES |
| | TO SHEAR FOR #10 AND PULLOUT AND SHEAR FOR #12. PLEASE |
| | EXPLAIN CALCULATION. |
| | |
| | 5. THE ENGINEER'S SEAL IS TO BE ONE ACCEPTABLE TO THE |
| | BOARD, FAC61G15. THE SEAL IS TO STATE "LICENSE" RATHER |
| | THAN "CERTIFICATE". |
| | |
| | REVIEW DONE AT REQUEST OF RR (EXPEDITED) |
| | |
