| Date |
Text |
| 2016-05-06 07:00:33 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 15090611 |
| | ADD: 4912 S DIXIE |
| | CONT: LEIGHTON MCGINN |
| | TEL: (561)863-4455 |
| | 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. |
| | |
| | 5TH REVIEW |
| | DATE: FRI. MAY 06/ 2016 |
| | ACTION: BUILDING PROVISO |
| | |
| | |
| | 1) BUILDING PROVISO: CLIP ENGINEERING TO BE A DEFERRED |
| | SUBMITTAL: |
| | SUBMITTED PRODUCT WITH (2) SETS OF PRODUCT APPROVALS |
| | REVIEWED BY DESIGNER OF RECORD: |
| | 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. |
| | |
| | 2) BUILDING PROVISO: SEE SHEET A1.6 NEW ROOF HATCH FOR |
| | 2ND STORY ROOF, MISSING ON THE STRUCTURAL SHEET S3.0, |
| | WILL NEED A REVISION SHOWING STRUCTURAL ROOF FRAMING |
| | FOR THE ROOF HATCH. |
| | |
| | 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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