| Date |
Text |
| 2016-09-02 12:03:46 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16070370 |
| | ADD: 6021 S. DIXIE HWY. |
| | CONT: SISCA CONSTRUCTION |
| | TEL: 561-228-7503 |
| | E-MAIL: [email protected] |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2014 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. |
| | |
| | 2ND REVIEW |
| | DATE: FRI. SEPT. 02/ 2016 |
| | |
| | ACTION: BUILDING PROVISO |
| | BUILDING APPROVED WITH EXCEPTION! |
| | THIS PLAN HAS BEEN APPROVED PROVISIONALLY. FAILURE TO |
| | CORRECT THE LISTED DEFICIENCIES IN THIS PLAN PRIOR TO |
| | INSPECTION WILL RESULT IN FAILED INSPECTION(S) AND THE |
| | ASSESSMENT OF RE-INSPECTION FEE(S). REVISIONS REQUIRE |
| | ADDITIONAL REVIEWS WITH ASSOCIATED FEES |
| | |
| | 1) THE ROOF TOP A/C STAND PRODUCT APPROVAL A MIAMI-DADE |
| | NOA # 1301017.09 WAS SUBMITTED, REVIEWED BY THE |
| | DESIGNER OF RECORD. NEITHER THE CONTRACTOR NOR THE |
| | DESIGNER OF RECORD HAVE FOLLOWED THE PRODUCT APPROVAL |
| | IN CALCULATING THE AREA OF THE ROOF TOP COMPRESSORS, |
| | THE MEAN ROOF HEIGHT OF THE STAND AND COMPRESSORS, |
| | WEIGHT, CIRCLED THE DESIGN PARAMETERS IN THE TABLES , |
| | ANCHORS AND UPLIFT VERSES MOMENT. THE TITLE SHEET SHOWS |
| | DETAIL A/ T000, THIS CONNECTION ONLY SHOWS THE CORNERS |
| | OF THE A/C CONDENSER CLIPPED TO THE STAND. NO MENTION |
| | OF WHAT THE 4 ANCHORS ARE NOR THE TYPE OF CLIP |
| | MATERIAL, SIZE, NOR THICKNESS OF THE CLIP. |
| | |
| | 2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL |
| | MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY |
| | METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT |
| | EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY |
| | AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES. |
| | EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE |
| | OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES |
| | SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND |
| | LOADS? |
| | |
| | 2014 FBC-M- 301.15 WIND RESISTANCE. MECHANICAL |
| | EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO |
| | WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND |
| | PRESSURES DETERMINED IN ACCORDANCE WITH THE FLORIDA |
| | BUILDING CODE, BUILDING. |
| | |
| | B-1609.6.4.4.1 COMPONENTS AND CLADDING. WIND PRESSURE |
| | FOR EACH COMPONENT OR CLADDING ELEMENT IS TO BE |
| | DESIGNED FOR WIND PRESSURES COMPONENTS AND ATTACHMENTS. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
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