| Date |
Text |
| 2017-08-18 17:14:44 | PLAN |
| | REVIEW COMMENTS |
| | |
| | 3RD REVIEW: FBC FIFTH EDITION (2014) |
| | ROBERT MCDOUGAL, CBO |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561) 805-6714 |
| | [email protected] |
| | |
| | DENIED BY BUILDING |
| | PLEASE ADDRESS THE ITEMS NOTED BELOW: |
| | |
| | 1) ON SHEET A-5 THE TIE BEAM SCHEDULE SPECIFIES |
| | STIRRUPS AT 48" O.C. FOR THE NEW 8" X 16" CONCRETE BEAM |
| | SPANNING THE 13' 10" OPENING. THERE WILL ONLY BE 4 |
| | STIRRUPS ON THE BEAM AT THIS SPACING. THERE WILL ONLY |
| | BE ONE STIRRUP NEAR THE COLUMNS AT THE ENDS OF THE BEAM |
| | WHERE THE SHEAR FORCES WOULD OCCUR. REDUCE THE SPACING |
| | OF THE STIRRUPS FOR THE BEAM SO THAT THERE WILL BE AN |
| | ADEQUATE NUMBER OF STIRRUPS NEAR THE ENDS OF THE BEAM |
| | OR PROVIDE STRUCTURAL CALCULATIONS TO SHOW THAT 48" OC |
| | SPACING IS ADEQUATE. FBC 107.2.1.3 |
| | |
| | 2) DETAIL 5 ON A-5 IS TITLED STEEL BUCKET DETAIL AND |
| | HAS BEEN REDESIGNED WITHOUT STEEL BUCKETS. PLEASE |
| | REVISE. FBC 107.2 |
| | |
| | 3) DETAIL 5 ON A-5 STATES THAT THE FOUR VERTICAL #6 |
| | REBARS ARE TO BE CONTINUOUS TO THE FOOTING. SHOW ON THE |
| | PLANS HOW THEY WILL BE TIED INTO THE EXISTING FOOTING |
| | OR INTO NEW FOOTERS IF NEW ONES ARE TO BE INSTALLED. |
| | FBC 107.2.1.3 |
| | |
| | 4) PROVIDE A REBAR PLACEMENT DETAIL THAT SHOWS HOW THE |
| | COLUMN STEEL AND BEAM STEEL WILL BE LAPPED. SHOW |
| | WHETHER THE BEAM REBAR WILL BE TIED INTO THE EXISTING |
| | TIE BEAM STEEL, IF IT BE DOWELED INTO THE EXISTING TIE |
| | BEAM, TURNED DOWN INTO THE NEW COLUMNS OR SOME |
| | COMBINATION OF THESE. FBC 107.2.1.3 |
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