| Date |
Text |
| 2018-09-24 13:56:42 | BUILDING PLAN REVIEW |
| | 2017 FLORIDA BUILDING CODE, 6TH EDITION W/2017 WEST |
| | PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, |
| | CHAPTER 1 ADMINISTRATION |
| | |
| | CHRISTOPHER S. THROOP, C.B.O. |
| | PLANS EXAMINER, PX3169 |
| | CONSTRUCTION SERVICES DIVISION |
| | TEL: 561-805-6726 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | 2ND REVIEW |
| | RESULTS: DENIED |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | |
| | 1. SCOPE OF WORK HAS CHANGED FROM REPLACING VINYL FACE |
| | TO INSTALLING A NEW SIGN. |
| | |
| | 2. PROVIDE DESIGN WIND LOADS FOR PROPOSED SIGN. |
| | FBC 107.3.5.1.1(8) ? PROVIDE WIND DESIGN LOADS/DESIGN |
| | PRESSURES PURSUANT TO FBC-CHAPTER 16 |
| | 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 |
| | STRUCTURE: |
| | 1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST), |
| | MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED, |
| | VASD, AS DETERMINED IN ACCORDANCE WITH SECTION |
| | 1609.3.1. |
| | 2. RISK CATEGORY. |
| | 3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. |
| | 4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | 5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| | COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY |
| | DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL |
| | RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF (KN/ |
| | M2). |
| | |
| | 3. PROVIDE FASTENER SCHEDULE BASED ON WIND LOADS. |
| | SPECIFY ANCHOR SPACING, DIAMETER AND EMBEDMENT. |
| | IDENTIFY EXISTING SUBSTRATE ANCHORS WILL BE ATTACHED |
| | TO. |
| | |
| | 4. AS PREVIOUSLY STATED IN FIRST REVIEW COMMENTS, AN |
| | LLC CANNOT APPLY FOR A COMMERCIAL SIGN PERMIT. |
| | OBTAIN THE SERVICES OF A LICENSED PROFESSIONAL AND |
| | RE-APPLY. |
| | |
| | |
| | |
| | |
