| Date |
Text |
| 2021-12-01 08:34:01 | PLAN |
| | REVIEW COMMENTS |
| | 4TH REVIEW: FBC SEVENTH EDITION (2020) |
| | ROBERT MCDOUGAL, CBO |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561) 805-6714 |
| | [email protected] |
| | |
| | DENIED BY BUILDING |
| | PLEASE ADDRESS THE ITEMS NOTED BELOW: |
| | |
| | 1) COMPLIED. |
| | |
| | 2) COMPLIED. THE SCOPE OF WORK AND PROVIDE AN INCREASE |
| | TO THE VALUATION FOR THE JOB. FBC 107.2.1 |
| | |
| | 3) NEW COMMENT. THE COVER SHEET STATES THAT THE |
| | WINDSPEED IS 170 MPH, THE EXPOSURE IS C AND THE MEAN |
| | ROOF HEIGHT IS 12' AND 18.37 SQFT OF GLASS EXPOSURE |
| | ZONE #5 IS USED FOR ALL WINDOWS. THE OPENING PRESSURES |
| | ON THE PLANS IS SPECIFIED AS +23.2, -32.5 PSF. THESE |
| | PRESSURES ARE TOO LOW. BASED ON FBC-R TABLE R301.2(2) |
| | FOR EXPOSURE B AND THE HEIGHT AND EXPOSURE ADJUSTMENT |
| | REQUIRED BY FBC-R TABLE R301.2(3) FOR EXPOSURE C THE |
| | PRESSURES SHOULD BE +36.0, -47.1 PSF FOR A 20 SQFT |
| | OPENING AND A 15' MEAN ROOF HEIGHT. THIS WOULD BE THE |
| | WORST CASE FOR YOUR PROJECT. THE PROPOSED WINDOWS HAVE |
| | MAXIMUM DESIGN PRESSURES OF +55, -60 PSF, WHICH WILL BE |
| | ADEQUATE FOR THE REQUIRED PRESSURES. THE SMALLER THE |
| | OPENING IS, THE HIGHER THE PRESSURES WILL BE. IF YOU |
| | WISH TO USE THE WORST CASE YOU WOULD TYPICALLY USE THE |
| | SMALLEST OPENING SIZE WHICH IS 10 SQFT IN THE TABLES. |
| | PLEASE CORRECT THE PRESSURES ON THE PLANS. FBC 107.2.1 |
| | |
| | 4) THE REPAIR DETAIL AROUND WINDOWS DOES NOT SHOW THE |
| | VERTICAL REBAR AT THE SIDES OF THE WINDOWS EXTENDING |
| | ALL THE WAY TO THE FOUNDATION. FBC-R301.1 REQUIRES A |
| | COMPLETE LOAD PATH TO THE FOUNDATION. PLEASE REVISE THE |
| | DETAIL AND SPECIFY THE EMBED DEPTH. |
| | |
| | PLEASE SUBMIT A RESPONSE LETTER INDICATING HOW EACH OF |
| | THE REVIEW COMMENTS HAS BEEN ADDRESSED. |
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