| Date |
Text |
| 2019-06-05 10:14:01 | |
| | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 19050860 |
| | ADD: 901 45TH ST. ST. MARY?S MEDICAL CENTER |
| | CONT: WESTBROOKE CORPORATION |
| | TEL: 561-395-4126 |
| | E-MAIL: |
| | |
| | 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION. |
| | |
| | 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW |
| | CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES |
| | SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA |
| | BUILDING CODE, BUILDING. |
| | |
| | 1ST REVIEW |
| | DATE: WED. JUNE 06/ 2019 |
| | ACTION: DENIED |
| | |
| | 1) SHEET AD3.2 INDICATES WITH NOTES 1 & 2 DEMOLITION |
| | WORK OF AN EXTERIOR WALL (NOTE # 1 REMOVE AN EXISTING |
| | PORTION OF WALL, PREPARE FOR LOUVER INSTALLATION. NOTE |
| | # 2 INDICATES THE REMOVAL OF FLOORING. |
| | SHEET A3.2 NOTE # 3 INDICATES A NEW HVAC PENETRATION |
| | THROUGH THE FLOOR SYSTEM. THE ARCHITECTURAL SHEETS GIVE |
| | NO FURTHER INFORMATION ON THE NEW OPENING IN THE WALL |
| | SYSTEM HOW TO PREPARE THE WALL OPENING FOR THE NEW |
| | LOUVER. NOR DOES THE ARCHITECTURAL SHEETS PROVIDE |
| | INFORMATION AS TO THE STEPS INVOLVED FOR THE NEW FLOOR |
| | PENETRATION, TYPE OF FLOOR SYSTEM, NOR IF ANY |
| | ADDITIONAL BRACING WILL BE REQUIRED THE NEW OPENING. |
| | |
| | THE COVERSHEET A0.0 DOES HAVE A INDEX OF DRAWINGS AN IT |
| | APPEARS THAT THE S-100 STRUCTURAL SHEET WAS LEFT OUT OF |
| | BOTH SETS OF PLANS. THE UNKNOWN SHEET WOULD HAVE TO |
| | ANSWER BOTH THE QUESTIONS STATED ABOVE PLUS PROVIDE THE |
| | WIND DESIGN CRITERIA FOR 180 VULT, MEAN ROOF HEIGHT AND |
| | THE ASSOCIATED PRESSURES FOR THE NEW WALL LOUVER. |
| | ADDITIONAL INFORMATION IS REQUIRED. 107.2.1.2. |
| | |
| | 2017 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: |
| | 1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST), |
| | MILES PER HOUR 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. TABLE 1609.7.2. |
| | HEIGHT AND EXPOSURE. |
| | 4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | 5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| | COMPONENTS AND CLADDING MATERIALS NOT SPECIFICALLY |
| | DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL |
| | RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF. |
| | 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. |
| | |
| | 2) 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. |
| | |
| | A THOROUGH REVIEW OF THE PLANS COULD NOT HAPPEN SINCE |
| | THERE WAS A GREAT DEFICIENCY IN PLANS AND REQUIRED |
| | DOCUMENTATION. WITH THE NEXT PLAN REVIEW CYCLE THERE |
| | MAYBE ADDITIONAL REVIEW COMMENTS BECAUSE OF NEW PLANS |
| | AND INFORMATION LACKING UNDER THE PRIOR REVIEW. |
| | |
| | |
| | JAMES A. WITMER BN, PX, CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT |
| | 401 CLEMATIS ST. WEST PALM BEACH. FL 33402 |
| | TEL: 561-805-6717 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
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