| Date |
Text |
| 2016-06-09 07:16:03 | |
| | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16040208 |
| | ADD: 435 6TH ST. |
| | CONT: BATTEN CONSTRUCTION |
| | TEL: 561-820-0027 |
| | 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: THURS. JUNE 09/2016 |
| | ACTION: BUILDING PROVISO: |
| | |
| | 1) SHEET S1 DETAIL #6 INDICATES HOW MANY SCREWS ARE TO |
| | BE INSTALLED IN BOTH THE RTU UNIT AND ROOF TOP CURB BUT |
| | THE DETAIL DOES NOT INDICATE HOW MANY CLIP BRACKETS ARE |
| | TO BE INSTALLED PER SIDE. |
| | |
| | THYBAR TC-5 STEEL ROOF CURB FOR CARRIER ROOFTOP UNITS |
| | NOA15-0218.11, PLEASE NOTE TECH PAGE 5 OF 5. RESTRAINT |
| | BRACKET QUANTITY IS DETERMINED BY PROJECT SPECIFIC |
| | CALCULATIONS, PERFORMED BY A FLORIDA LICENSED PE OR |
| | FLORIDA REGISTERED ARCHITECT THAT CONSIDER THE UNIQUE |
| | COMBINATION OF THE UNIT SIZE AND APPLICABLE LATERAL AND |
| | UPLIFT PRESSURES FOR EACH JOB. PLEASE PROVIDE |
| | CALCULATION FOR HOW MANY BRACKETS WILL BE NEEDED FOR |
| | EACH TYPE OF UNIT. |
| | |
| | 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. |
| | |
| | . 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? |
| | |
| | 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] |
| | |
