| Date |
Text |
| 2008-12-18 08:40:26 | ****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 |
| | |
| | COMMENT FROM PREVIOUS LIST: |
| | |
| | 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. |
| | |
| | 2ND ROOFTOP EQUIPMENT WIND LOAD CALC REVIEW: |
| | |
| | ALL COMMENTS WERE ADDRESSED EXCEPT FOR ITEM 4. PLEASE |
| | CONTACT ME TO EXPLAIN RATIONALE. IT APPEARS THAT THE |
| | CAPACITY OF THE SCRE HAS BEEN INCREASED BY 3/2 (109 |
| | PULLOUT TIMES 3/2). FOR A FACTOR OF SAFETY OF 2, |
| | SHOULDN'T IT BE MULTIPLIED BY 1/2, REDUCING IT BY HALF? |
| | IT APPEARS THAT THE SCREW CAPACITY HAS BEEN INCREASED |
| | BY 50%. |
| | |
| | DUE TO THE URGENCY OF GETTING THIS MATTER RESOLVED, |
| | PLEASE SUBMIT THE CALCULATIONS VIA EMAIL FOR |
| | PRELIMINARY REVIEW. PLEASE FEEL FREE TO CONTACT ME IF |
| | YOU DISAGREE WITH THE COMMENTS. |
| | |
| | REVIEW DONE AT REQUEST OF RR (EXPEDITED) |
| | |
