| Plan Review Notes For Permit 14070508 |
| Permit Number |
14070508 |
|
| Review Stop |
B |
| Sequence Number |
1 |
|
| Notes |
| Date |
Text |
| 2014-07-23 10:06:50 | BUILDING PLAN REVIEW | | | REVISION: 14070508 | | | PERMIT: 13090635 | | | ADD: 882 MALCOLM CHANDLIER LN. | | | CONT: KAST | | | TEL: (561)346-4994 | | | | | | 2010 FLORIDA BUILDING CODE W | | | * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA | | | BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION | | | 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013. | | | | | | 2010 EXISTING BUILDING CODE LEVEL II 701.3 | | | COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, | | | SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS | | | OF THE FLORIDA BUILDING CODE, BUILDING. | | | | | | 1ST REVIEW | | | DATE: WED. JULY 23/2014 | | | ACTION: DENIED | | | | | | 1) THE CONCRETE MIX DESIGN FOR COLUMNS DOES NOT MATCH | | | THAT OF THE PLANS. 13090635 BLDG # 1 DESIGN MIX FOR ALL | | | BUILDINGS SEE SHEET S-3 NOTES CONCRETE NOTES FOR | | | COLUMNS, BEAMS & TIE BEAMS INDICATE A 4000 PSI MIX. THE | | | SUBMITTAL SHOWS ONM & J, S REQUIREMENT FOR A 4,000 PSI | | | MIX ON THE COVER SHEET THEN CROSSED THROUGH AND WORDS" | | | RFI TO BE WRITTEN". A REVISION WILL BE REQUIRED FOR THE | | | PLANS AND CALCULATIONS FOR THE REDUCTION IN STRENGTH OF | | | THE STRUCTURAL ELEMENTS. 2010 FBC-B 1905.2 SELECTION OF | | | CONCRETE PROPORTIONS. CONCRETE PROPORTIONS SHALL BE | | | DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF ACI | | | 318, SECTION 5.2. | | | | | | JAMES A. WITMER CBO | | | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER | | | TEL: 561-805-6715 | | | FAX: 561-805-6676 | | | E-MAIL: [email protected] | | | | | | |
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