| 2016-03-22 09:02:59 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16030431 |
| | ADD: 1200 S. FLAGLER DR./ ROOF TOP EQUIPMENT |
| | CONT: HILL YORK SERVICES |
| | TEL: 561-689-7355 |
| | 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. |
| | |
| | 1ST REVIEW |
| | DATE: TUES. MARCH 22/ 2016 |
| | ACTION: DENIED |
| | |
| | 1) SHEET S1 THE GENERAL DESIGN NOTE # 5 INDICATES THE |
| | CONTRACTOR TO ATTACH THE NEW ROOF TOP UNIT PER THE |
| | MANUFACTURERS SPECIFICATION. THE MANUFACTUTURERS |
| | SPECIFICATION FOR THE ATTACHMENT OF THE NEW ROOF TOP |
| | UNIT HAD NOT SUBMITTED ANY CALCULATIONS FOR THE |
| | ATTACHMENT OF THE NEW UNIT TO THE |
| | ELEVATED STEEL STAND. PLEASE SHOW COMPLIANCE WITH: |
| | |
| | 2014 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. |
| | |
| | 2) THE ENGINEERING CALCULATIONS FOR THE ATTACHMENT |
| | METHOD OF THE NEW ROOF TOP UNIT TO THE STEEL STAND BY A |
| | DELEGATE ENGINEER WILL NEED TO BE REVIEWED BY THE |
| | STRUCTURAL ENGINEER OF RECORD, VICTOR G. GARAYCOCHEA |
| | P.E., APPROVED AND SHOP DRAWING STAMP OF APPROVAL, |
| | BEFORE THE SUBMITTAL CAN BE SUBMITTED TO THE BUILDING |
| | DEPARTMENT. |
| | |
| | 3) IF THERE IS TO BE ANY FIELD WIELDING COMPLETED ON |
| | SITE, CERTIFICATES WILL BE REQUIRED FOR THE |
| | QUALIFICATIONS OF A CERTIFIED WIELDER WILL ALSO BE |
| | REQUIRED. |
| | |
| | 4) 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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