| Date |
Text |
| 2010-01-21 11:59:36 | ****CORRECTIONS**** |
| | |
| | SAMANTHA HILL, BUILDING PLANS EXAMINER |
| | 561-805-6724 [email protected] |
| | |
| | FBC FLORIDA BUILDING CODE 2007 |
| | FBC EB FLORIDA BUILDING CODE 2007 EXISTING BUILDING |
| | CODE |
| | FBC R FLORIDA BUILDING CODE 2007 RESIDENTIAL |
| | FBC* CITY OF WEST PALM BEACH AMENDMENTS TO THE FBC2007 |
| | FAC FLORIDA ADMINISTRATIVE CODE |
| | FS FLORIDA STATUTE |
| | |
| | 1. THE DETAILS PROVIDED CONFLICT WITH THE NOA. FOR |
| | INSTANCE, SHEET 3, SECTION A CIRCLED, CONFLICTS WITH |
| | HAND DRAWN DETAILS. THE DESIGN PROPOSED IS NOT |
| | SUPPORTED BY THE NOA. |
| | |
| | A. THE NOA DETAIL CIRCLED REQUIRES A MONOLITHIC SLAB, |
| | FOOTERS WITH NO SLAB SHOWN ON THE SITE SPECIFIC |
| | DRAWING. THE FOOTER DETAIL SITE SPECIFIC DRAWING |
| | DIFFERS FROM THE NOA FOOTER DETAIL (SMALLER, DIFFERENT |
| | REINORCEMENT). |
| | B. HOW HAS IT BEEN DETERMINED THAT THE PROPOSED |
| | IMPROVEMENT WILL RESIST WIND LOADS AND HAS THE EFFECT |
| | ON THE EXISTING STRUCTURE BEEN ANALYZED? SEE SECTION A |
| | ON THE NOA, THE SUBSTRATE REQUIRED FOR SUPPORT OF THE |
| | CANOPY IS A CONCRETE TIE BEAM, BUT THE SITE SPECIFIC |
| | PROPOSES TO USE A PARAPET WALL AS SUPPORT. C. ONLY TWO |
| | DETAILS WERE CIRCLED ON THE NOA. PLEASE MARK ALL |
| | PERTINENT DETAILS, CONNECTIONS, AND SPANS. IT IS |
| | DIFFICULT TO DETERMINE CODE COMPLIANCE BASED ON |
| | INFORMATION PROVIDED. FOR INSTANCE, IT APPEARS THAT THE |
| | SPAN ALLOWED IS 6'9", NOT 9'6" AS PROPOSED, SEE BEAM |
| | SCHEDULE MAXIMUM SPAN FOR A GIVEN TRIBUTARY WITH ON |
| | SHEET 4. PLEASE MARK ON SHEETS 2,3,4, & 5 ALL PERTINENT |
| | SPANS, SIZES, SPACING, ETC. |
| | D. THE MANUFACTURER HAS SUGGESTED THAT, GIVEN THE SITE |
| | CONDITIONS AND SPAN DESIRED, A FREESTANDING CANOPY |
| | (WHICH CAN BE ATTACHED TO STRUCTURE ON ONE SIDE) COULD |
| | BE CONSIDERED. |
| | |
| | 2. SEE NOTE 19 ON THE NOA, SITE SPECIFIC ENGINEERING |
| | REQUIRED; NO DEVIATION FROM THE NOA ALLOWED WITHOUT |
| | ENGINEERING. ALL DEVIATION FROM THE NOA WILL REQUIRE |
| | CALCULATIONS. |
| | |
| | 3. THIS PERMIT WILL BE ISSUED WITH PROVISO - 3000 PSI |
| | CONCRETE REQUIRED, MINIMUM SOIL BEARING PRESSURE 2000 |
| | PSF (REQUIRED BY NOA). |
| | |
| | |
