| Date |
Text |
| 2011-03-21 15:33:32 | BUILDING PLAN REVIEW |
| | PERMIT: 11030372 |
| | ADD: 1590 N FLORIDA MANGO RD |
| | CONT: OR ELECTRIC & DESIGN |
| | TEL: (561)716-2967 |
| | |
| | FL BLD CODE= 2007 FLORIDA BUILDING CODE |
| | W/ 2009 FBC SUPPLEMENTS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 2007 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 |
| | ACTION: DENIED |
| | |
| | 1) PLANS ARE DEFICIENT IN PROVIDING FOUNDATION DETAIL |
| | FOR NEW COOLING TOWER UNIT. 106.1.2 ADDITIONAL |
| | INFORMATION REQUIRED. |
| | 1604.4 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE |
| | OVERTURNING EFFECTS CAUSED BY LATERAL FORCES SPECIFIED |
| | IN THIS CHAPTER, SEE 1609. |
| | PROVIDE ANCHORAGE FOR THE PUMP AND NEW COOLING |
| | CONDENSOR UNIT. |
| | |
| | 2) PLANS ARE LACKING WIND DESIGN CRITERIA. 1603.1.4 |
| | WIND DESIGN DATA. |
| | THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL |
| | BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE |
| | DESIGN OF THE LATERAL-FORCE-RESISTING SYSTEM OF THE |
| | BUILDING: |
| | 2.1. BASIC WIND SPEED (3-SECOND GUST), MILES PER HOUR |
| | (KM/HR). |
| | |
| | 22. WIND IMPORTANCE FACTOR, I W , AND BUILDING |
| | CLASSIFICATION FROM TABLE 1604.5 OR TABLE 6-1, ASCE 7 |
| | AND BUILDING CLASSIFICATION IN TABLE 1-1, ASCE 7. |
| | |
| | 2.3. WIND EXPOSURE, IF MORE THAN ONE WIND EXPOSURE IS |
| | UTILIZED, THE WIND EXPOSURE AND APPLICABLE WIND |
| | DIRECTION SHALL BE INDICATED. |
| | |
| | 2.4. THE APPLICABLE ENCLOSURE CLASSIFICATIONS AND, IF |
| | DESIGNING WITH ASCE 7, INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 2.5. COMPONENTS AND CLADDING. THE DESIGN WIND PRESSURES |
| | IN TERMS OF PSF (KN/M 2 ) TO BE USED FOR THE SELECTION |
| | OF EXTERIOR COMPONENTS AND CLADDING MATERIALS NOT |
| | SPECIFICALLY DESIGNED BY THE REGISTERED DESIGN |
| | PROFESSIONAL. |
| | |
| | 3) PLEASE PROVIDE THE MINIMUM HEIGHT ELEVATION REQUIRED |
| | FOR THE NEW SLABS, NOTE THIS LOT IS LOCATED IN A "A9" |
| | FLOOD ZONE THE BASE MINIMUM HEIGHT OF FINISHED SLABS |
| | SHALL BE 13.5 FT NGVD. |
| | |
| | JAMES A. WITMER C.B.O. |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: (561)805-6715 |
| | FAX:(561)805-6731 |
| | E-MAIL: [email protected] |
