| Date |
Text |
| 2015-02-02 16:39:13 | BUILDING PLAN REVIEW |
| | REVISION: 15010699 |
| | PERMIT: 14050183 |
| | ADD: 2800 S. DIXIE HWY. |
| | CONT: ODUM CONSTRUCTION |
| | TEL: (561)841-9877 |
| | |
| | 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: MON. FEB. 02/ 2015 |
| | ACTION: DENIED |
| | |
| | 1) MISSING WIND DESIGN CRITERIA: |
| | 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) PLEASE PROVIDE COMPLIANCE WITH :2010 FBC-B 1609.8 |
| | ROOFTOP STRUCTURES AND EQUIPMENT. |
| | THE LATERAL FORCE ON ROOFTOP STRUCTURES AND EQUIPMENT |
| | WITH AF LESS THAN (0.1BH) LOCATED ON BUILDINGS OF ALL |
| | HEIGHTS SHALL BE DETERMINED FROM EQUATION 29.5-1 OF |
| | ASCE 7 IN WHICH THE VALUE OF GCF SHALL BE TAKEN AS 3.1. |
| | GCF SHALL BE PERMITTED TO BE REDUCED LINEARLY FROM 3.1 |
| | TO 1.1 AS THE VALUE OF AF IS INCREASED FROM (0.1BH) TO |
| | (BH). THE VALUE OF G FROM SECTION 26.9 OF ASCE 7 SHALL |
| | NOT BE USED. ADDITIONALLY, A SIMULTANEOUS UPLIFT FORCE |
| | SHALL BE APPLIED, GIVEN BY EQUATION 29.5-1 OF ASCE 7 IN |
| | WHICH GCF = 1.5 AND AF IS REPLACED BY THE HORIZONTAL |
| | PROJECTED AREA, AR, OF THE ROOFTOP STRUCTURE OR |
| | EQUIPMENT. FOR THE UPLIFT FORCE GCF SHALL BE PERMITTED |
| | TO BE REDUCED LINEARLY FROM 1.5 TO 1.0 AS THE VALUE OF |
| | AR IS INCREASED FROM (0.1BL) TO (BL). |
| | |
| | 3) SHEET A-2 INDICATES THE FLAG POLE IS TO BE FASTENED |
| | TO THE BACK OF THE PARAPET AS DIRECTED BY THE |
| | MANUFACTURER, PLEASE SUBMIT CALCULATIONS AND THE TYPE |
| | OF ANCHORS AS WELL AS THE FASTENING DEVSIE OF FLAG POLE |
| | TO PARAPET. PLEASE NOTE THE SIZE OF FLAG WILL NEED TO |
| | BE KNOWN FOR THE LATERAL AFFECTS THAT WILL NEED TO BE |
| | CALCULATED. 107.2.1.3 ADDITIONAL INFORMATION IS |
| | REQUIRED. FL 61G1-23.015 (2) THE ARCHITECT IS |
| | RESPONSIBLE FOR SUPERVISING AND REVIEWING ALL PROJECT |
| | DATA, REPORTS, SHOP DRAWINGS ETC.. |
| | |
| | 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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