| Plan Review Notes For Permit 15100240 |
| Permit Number |
15100240 |
|
| Review Stop |
B |
| Sequence Number |
1 |
|
| Notes |
| Date |
Text |
| 2015-10-19 18:18:55 | PLAN | | | REVIEW COMMENTS | | | | | | 1ST REVIEW: FBC 2010 | | | ROBERT MCDOUGAL, CBO | | | COMMERCIAL COMBINATION PLANS EXAMINER | | | (561) 805-6714 | | | [email protected] | | | | | | REVISION DENIED BY BUILDING | | | PLEASE ADDRESS THE ITEMS NOTED BELOW: | | | | | | 1) IN DETAIL 13, THE RAFTER HAS BEEN NOTCHED IN SUCH A | | | WAY THAT THE SIMPSON H1 CAN NOT BE ATTACHED WITH THE | | | REQUIRED (6) 8D X 1-1/2" NAILS. FBC R802.1.9 | | | | | | 2) THE RAFTER IN DETAIL 13 HAS BEEN NOTCHED AT THE END | | | OF THE MEMBER IN EXCESS OF ONE-FOURTH THE DEPTH OF THE | | | MEMBER. FBC R802.1.8.1 | | | | | | 3) SPECIFY THE REQUIRED NUMBER OF FASTENERS FOR EACH OF | | | THE CONNECTORS, STRAPS, HANGERS, ETC. THAT ARE SHOWN ON | | | THE DRAWINGS. NOTE: THE REQUIRED NUMBER OF FASTENERS | | | ARE LISTED IN THE SIMPSON CATALOG OR THE FLORIDA | | | PRODUCT APPROVAL. | | | | | | 4) SPECIFY THE 6" EXTERIOR WOOD SCREWS ATTACHING THE | | | LEDGER FOR THE CEILING JOISTS TO THE EXISTING | | | STRUCTURE. THE SCREW SPACING IS SPECIFIED AS 2' O.C. | | | THE SCREWS ARE REQUIRED TO ENGAGE THE STRUCTURAL | | | FRAMING MEMBERS OF THE EXISTING STRUCTURE. FBC 107.2.1 | | | & FBC R301.2.1 | | | | | | 5) SPECIFY THE SPACING, SIZE AND TYPE OF FASTENERS USED | | | TO ATTACH ALL OF THE LEDGERS TO THE STRUCTURE AND ALL | | | FRAMING MEMBERS TO PROVIDE A CONTINOUS LOAD PATH FROM | | | THE ROOF TO THE FOUNDATION. FBC R301.1 | | | |
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