| Date |
Text |
| 2017-01-25 11:25:54 | PLAN |
| | REVIEW COMMENTS |
| | |
| | 1ST 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) THIS PROJECT IS LOCATED WITHIN 600 FEET OF THE |
| | INTRACOASTAL WATERWAY AND IS CLASSIFIED AS EXPOSURE |
| | CATEGORY D. THE ENHANCED FASTENING CALCULATIONS THAT |
| | WERE SUBMITTED ARE FOR EXPOSURE C. SUBMIT TWO SETS OF |
| | CORRECTED CALULATIONS. FBC-R301.2.1.4.3 & R301.2.1 |
| | |
| | 2) THE ENGINEERING DOES NOT SPECIFY HOW THE 2 X 8 PLATE |
| | IS ATTACHED TO THE CONCRETE TIE BEAM AND IF IT IS |
| | ADEQUATELY ATTACHED TO RESIST WINDLOADS. FBC-R301.2.1 |
| | |
| | 3) THE ENGINEER'S LETTER SPECIFIES A SIMPSON ST2215 |
| | STRAP BENT 90 DEGREES AT THE BOTTOM. SIMPSON DOES NOT |
| | ALLOW THIS STRAP TO BE BENT 90 DEGREES. IT WEAKENS THE |
| | METAL AND IS NOT CONSISTENT WITH THE WAY THE STRAP IS |
| | TESTED OR APPROVED. THE WOOD SCREW FASTENERS ARE NOT |
| | CONSISTENT WITH THE TESTING AND APPROVAL. IF FASTENERS |
| | OTHER THAN THE ONES THAT WERE TESTED AND APPROVED ARE |
| | USED ADDITIONAL ENGINEERED CALCULATIONS ARE REQUIRED. |
| | THERE ARE OTHER SIMPSON CONNECTORS SUCH AS THE HGA10KT |
| | THAT WILL PROVIDE 695 LBS. OF UPLIFT RESISTANCE EACH |
| | THAT ARE L SHAPED. WHATEVER CONNECTORS YOU SPECIFY |
| | SHALL BE INSTALLED AS TESTED AND APPROVED. |
| | FBC-R802.1.7.5 |
| | |
| | 4) THE ENGINEERING DOES NOT INDICATE THAT THIS IS |
| | ADEQUATE FOR BOTH THE 16" AND 24" O.C. RAFTER SPACING. |
| | PLEASE CLARIFY. FBC 107.2.1 |
| | |
| | |
