| Date |
Text |
| 2009-09-28 12:54:49 | ****ISSUED WITH PROVISO**** |
| | REVISION REQUIRED BEFORE FIRST INSPECTION |
| | |
| | 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 FBC |
| | FAC FLORIDA ADMINISTRATIVE CODE |
| | FS FLORIDA STATUTE |
| | |
| | 1. SEE OPENINGS 17 &35, CONCRETE SUBSTRATE LISTED. |
| | PLEASE PROVIDE EVIDENCE THAT THE SUBSTRATESFOR THE |
| | SHUTTERS TO BE INSTALLED HORIZONTALLY ARE CONCRETE OR |
| | REVISE TO MASONRY SUBSTRATE. PLEASE NOTE THAT |
| | WINDOW/DOOR OPENINGS USUALLY HAVE FILLED CELLS ON |
| | EITHER SIDE, NOT FORMED AND POURED COLUMNS. |
| | |
| | 2. SEE OPENING 1. AN OPENING OF 82.5" WITH A 3.5" EDGE |
| | DISTANCE TOP AND BOTTOM HAS A SPAN OF 89.5", WHICH |
| | EXCEEDS THE SPAN PERMITTED ON THE CHART USED (7'4" OR |
| | 84"). A SPAN OF 83" WAS DECLARED; PLEASE SHOW HOW THIS |
| | IS POSSIBLE WITH THE OTHER DIMENSIONS PROVIDED OR |
| | REVISE INSTALLATION SCHEDULE TO COMPLY. CHECK ALL |
| | OPENINGS. |
| | |
| | 3. SEE OPENING 2 AND PAGE 14 OF THE ACCORDION PRODUCT |
| | APPROVAL. MINIMUM 3000PSI CONCRETE STRENGTH; |
| | RESIDENTIAL SLABS ARE USUALLY 2500PSI. PLEASE ADDRESS. |
| | PLEASE FEEL FREE TO CONTACT ME FOR ASSISTANCE IN |
| | RESOLVING THIS MATTER. |
| | |
| | 4. SEE OPENING 8. HOW CAN THE SPAN BE THE SAME AS THE |
| | OPENING SIZE WITH A 3.5" EDGE DISTANCE? IT APPEARS THAT |
| | THE CHART FOR FABRIC LENGTH UP TO 12'4" SHOULD BE USED. |
| | |
| | |
| | CHECK ALL OPENINGS FOR SIMILAR ERRORS. SUBMIT A REVISED |
| | INSTALLATION SCHEDULE AS A REVISION ADDRESSING ALL |
| | COMMENTS. |
| | |
| | |
