| Date |
Text |
| 2008-11-17 14:21:13 | ****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 |
| | |
| | 1-4. ADDRESSED THROUGH EMAILS. |
| | |
| | PLEASE REVISE THE INSTALLATION SCHEDULE; ADDRESS THE |
| | FOLLOWING, AND INCLUDE THE ROOF PANELS: |
| | |
| | 5. ENGINEER HAS SPECIFIED 3 1/2" SHUTTER GLASS |
| | SEPARATION. BASED ON FIELD CONDITIONS, IS THIS |
| | POSSIBLE? PLEASE CONTACT ME TO DISCUSS. |
| | |
| | 6. A 2" EDGE DISTANCE REQUIRES A FACTOR OF .5; SEE |
| | SHEET 10 OF 15 OF THE NOA. IT IS NOT CLEAR WHICH |
| | ANCHORS ARE BEING USED; INSTALLATION SCHEDULE SHOULD |
| | SPECIFY AN ANCHOR WHICH IS INCLUDED IN THE NOA FOR |
| | ANCHORS INTO CONCRETE. I CANNOT DETERMINE WHETHER OR |
| | NOT THE FACTOR WAS APPLIED. |
| | |
| | 7. PLEASE HAVE THE ENGINEER CONFIRM THAT THE STRUCTURE |
| | CAN ACCOMODATE THE ADDITIONAL WEIGHT OF THE PANELS AND |
| | THAT THERE WILL NOT BE ANY WATER INTRUSION ISSUES. |
| | ANCHORS FOR TRACKS ARE TYPICALLY INSTALLED INTO |
| | CONCRETE, BLOCK, OR WOOD AROUND WINDOW AND DOOR |
| | OPENINGS. IN THIS CASE, IT APPEARS THAT THE ANCHORS |
| | WILL BE INSTALLED IN THE METAL STRUCTURE. EMBEDMENT |
| | REQUIREMENTS FOR ANCHORS INTO ALUMINUM IS NOT CLEAR. IN |
| | THE CASE OF BLOCK, CONCRETE, AND WOOD, THE ANCHORS DO |
| | NOT PENETRATE BEYOND THE OPPOSITE SIDE OF THE SUBSTRATE |
| | FACE. |
| | |
| | 8. ADDRESSED. |
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