Date |
Text |
2013-09-24 13:21:44 | BUILDING PLAN REVIEW |
| REVISION: 13090544 |
| PERMIT: 13080724 |
| ADD: 701 S ROSEMARY AVE # 151 |
| CONT: LAKEVIEW CONSTRUCTIONOF WISCONSIN |
| TEL: (561635-6935 |
| |
| 2010 FLORIDA BUILDING CODE W |
| * WEST PALM BEACH ADMINISTRATIVE AMENDMENTS |
| 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: 9/24/2013 |
| ACTION: DENIED |
| |
| 1) SHEET A609 DETAIL # 5 INDICATES NEW WALL SIGN BUT NO |
| WIND DESIGN CRITERIA IS GIVEN: |
| |
| 2010 FBC-B 1609.1.1 DETERMINATION OF WIND DESIGN- |
| CHAPTER 6 OF ASCE 7-10. |
| 1609.3 BASIC WIND SPEED FIGURE 1609.A-C |
| 1609.3 WIND SPEED CONVERSION |
| 1.1) THE BASIC WIND SPEED, VU, SHALL BE DETERMINED IN |
| ACCORDANCE WITH 1609.3.1 & ASCE 7-10 |
| |
| 1.2) AN IMPORTANCE FACTOR, FIGURE 1609 A-C, ASCE 7-10. |
| |
| 1.3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN |
| ACCORDANCE WITH 1609.4 & ASCE 7-10 |
| |
| 1.4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, * |
| SHALL BE DETERMINED FROM TABLE 1609.7.2. ASCE 7-10. |
| |
| 1.5) COMPONENTS & CLADDING PRESSURES POSITVE & NEGATIVE |
| TABLE 1609.2(2) |
| |
| 2) DESIGNER DOES NOT PROVIDE HOW THE SIGN, LETTERS ARE |
| GOING TO BE FASTENED TO THE BUILDING, TYPE OF ANCHOR, |
| SIZE OF ANCHOR OR QUANTITY OF ANCHORS TO BE INSTALLED |
| PER LETTER. |
| |
| 3) THIS REVISION IS FOR SIGNS, SIGNS SHOULD COME IN |
| UNDER A SEPERATE PERMIT NOT A REVISION. |
| |
| JAMES A. WITMER CBO |
| SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| TEL: 561-805-6715 |
| FAX: 561-805-6676 |
| E-MAIL: [email protected] |