| Plan Review Notes For Permit 18080553 |
| Permit Number |
18080553 |
|
| Review Stop |
B |
| Sequence Number |
2 |
|
| Notes |
| Date |
Text |
| 2018-09-25 16:40:46 | PLAN | | | REVIEW COMMENTS | | | | | | 2ND REVIEW: FBC SIXTH EDITION (2017) | | | ROBERT MCDOUGAL, CBO | | | COMMERCIAL COMBINATION PLANS EXAMINER | | | (561) 805-6714 | | | [email protected] | | | | | | DENIED BY BUILDING | | | PLEASE ADDRESS THE ITEMS NOTED BELOW: | | | | | | THE STORM PANELS ARE NOT CODE COMPLIANT BASED ON THE | | | DOCUMENTS THAT WERE SUBMITTED. FBC-R 301.2.1.2 | | | | | | 1) FROM THE TABLE FOR WOOD ON SHEET 10 OF THE PRODUCT | | | APPROVAL, THE MAXIMUM PANEL LENGTH 6'-0" (72") FOR A | | | DESIGN PRESSURE OF MORE THAN -45.8 PSF. YOUR PANEL | | | SPANS ARE 90-1/2" AND 106-1/2" PER THE INSTALLATION | | | SCHEDULE. | | | | | | 2) THE TABLES ON SHEET 7 FOR CONCRETE AND MASONRY GO UP | | | TO A MAXIMUM SPAN OF 7'-4" (88") FOR DESIGN PRESSURES | | | OF MORE THAN -45.8 PSF. YOUR PANEL SPANS ARE 90-1/2" | | | AND 106-1/2" PER THE INSTALLATION SCHEDULE. | | | | | | 3) THE EDGE DISTANCE FOR CONCRETE AND MASONRY | | | INSTALLATIONS IS REQUIRED TO BE 3-1/2" TO USE THE | | | ANCHOR SPACING IN THE TABLES ON SHEET 7. | | | |
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