| 2016-06-27 07:28:13 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16060799 |
| | ADD: 120 S. OLIVE (NORTH SIDE OF BUILDING) |
| | CONT: DWYER CONSTRUCTION & DEV. |
| | TEL: 561-870-6484 |
| | 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: MON. JUNE 27/ 2016 |
| | ACTION: DENIED |
| | |
| | 1) ALPINE FIRESTORM/ WIND STORM RESISTANT INSULATED |
| | DOORSUNDER THE HEADING OF NOTES FIRE STORM / BUILDING |
| | NOTE # 6. REACTION FORCES PRINCIPLE ENGINEER IS |
| | REQUIRED TO CERIFY THAT THE BUILDING STRUCTURE CAN |
| | SUPPORT THE BELOW LISTED FORCES: |
| | MAXIMUM HORIZONTAL FORCES PX (LBS/FT) 2151 |
| | MAXIMUM VERTICAL FORCES PY (LBS/ FT) 241 |
| | |
| | 2) ALPINE FIRESTORM/ WIND STORM RESISTANT INSULATED |
| | DOORSUNDER THE HEADING OF NOTES FIRE STORM / BUILDING |
| | NOTE # 5. WIND LOAD: DOORS ARE DESIGNED FOR A MAXIMUM |
| | PRESSURES OF 60 PSF. |
| | |
| | PLEASE PROVIDE THE WIND DESIGN CRITERIA FOR THESE |
| | OPENINGS. IT APPEARS ONE OPENING MAY BE IN OR PARTIALLY |
| | IN WALL ZONE 5? |
| | 2014 FBC-B 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: |
| | |
| | 2.1. 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. |
| | |
| | 2.2. RISK CATEGORY. |
| | |
| | 2.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. |
| | |
| | 2.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 2.5. 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). |
| | |
| | TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & |
| | EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE |
| | BUILDING. |
| | |
| | 1609.3.1 WIND SPEED CONVERSION VULT TO VASD. |
| | |
| | WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION & |
| | REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS |
| | NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL |
| | REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE |
| | REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION |
| | PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO |
| | EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED |
| | COOPERATION. |
| | |
| | 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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