| Date |
Text |
| 2007-08-27 13:02:36 | ****CORRECTIONS**** |
| | |
| | SAMANTHA HILL, BUILDING PLANS EXAMINER |
| | 561-805-6724 [email protected] |
| | |
| | FBCFLORIDA BUILDING CODE 2004 |
| | FBC EBFLORIDA BUILDING CODE 2004 EXISTING BUILDING |
| | CODE |
| | FBC RFLORIDA BUILDING CODE 2004 RESIDENTIAL FBC* |
| | CITY OF WEST PALM BEACH AMENDMENTS TO THE FBC2004 FAC |
| | FLORIDA ADMINISTRATIVE CODE |
| | FSFLORIDA STATUTE |
| | |
| | FROM PREVIOUS LIST: |
| | |
| | 1.)YOU'VE DESIGNED THIS JOB TO -47.2 PSF.ENGINEER |
| | HAS SPECIFIED DESIGN PRESSURE OF -51.6.YOU HAVE |
| | CHANGED THE DESIGN PRESSURE ON THE INSTALLATION |
| | SCHEDULE BUT DID NOT CHANGE THE ANCHOR SPACING, SEE |
| | SHEET 7 OF THE PRODUCT APPROVAL. |
| | |
| | THE PLANS WERE RETURNED WITH NO CORRECTIONS AND NOTES |
| | STATING:"CORRECT NEGATIVE PRESSURE IS CIRCLED ON |
| | TABLE 1" AND "POSITIVE PRESSURES IS 36.5 ANCHOR |
| | SCHEDULE IS CORRECT." |
| | |
| | PLEASE SEE THE PRODUCT APPROVAL, SHEET 7, WHICH I HAVE |
| | HIGHLIGHTED.TABLE 1 IS A TABLE FOR ALLOWABLE SPANS |
| | PER DESIGN PRESSURE.YOU HAVE CIRCLED -52, MAX |
| | ALLOWABLE SPAN OF 11'6.THIS INFORMATION IS CODE |
| | COMPLIANT FOR THIS JOB AND WAS NOT MENTIONED IN MY |
| | PREVIOUS REVIEW. |
| | |
| | THE ANCHOR SCHEDULE ON SHEET 7 IS FOR NEGATIVE |
| | PRESSURES.YOU HAVE CIRCLED 47.2, BUT AS THE NEGATIVE |
| | PRESSURE FOR THIS JOB IS -51.6, YOU SHOULD BE USING THE |
| | 77PSF ROW.IF I UNDERSTAND YOUR RESPONSE CORRECTLY, |
| | YOU ARE STATING THAT THE ANCHOR SCHEDULE IS FOR |
| | POSITIVE PRESSURES.THIS IS NOT CORRECT; THIS CHART IS |
| | TO BE USED FOR NEGATIVE PRESSURES AS THAT IS WORST |
| | CASE.PLEASE EITHER HAVE THE QUALIFIER CONTACT ME OR |
| | CONTACT THE ENGINEER FOR CLARIFICATION. |
| | |
