| Date |
Text |
| 2016-10-27 08:41:01 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16080618 |
| | ADD: 625 N. FLAGLER DR. SUITE # 625 |
| | CONT: VERDEX CONSTRUCTION |
| | TEL: 561-440-1600 |
| | 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. |
| | |
| | 2ND REVIEW |
| | DATE: THURS. OCT. 27/2016 |
| | ACTION: DENIED |
| | |
| | 1-3) SEMI-COMPLIED. ROOF STAND NOA 15-0902.05 SUBMITTED |
| | REVIEWED BY KAMM CONSULTING. |
| | |
| | |
| | 4) 2ND REQUEST. PLEASE ALSO PROVIDE THE WIND DESIGN |
| | CRITERIA AND ASSOCIATED PRESSURES: |
| | 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: |
| | |
| | 4.1. 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. |
| | |
| | 4.2. RISK CATEGORY. |
| | |
| | 4.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. |
| | |
| | 4.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 4.5. 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. |
| | |
| | 5) 2ND REQUEST. NONE OF THE TABLES WITHIN THE ROOF TOP |
| | PRODUCT APPROVAL HAVE BEEN IDENTIFIED. THE TABLES HAVE |
| | TO BE FILED OUT TO BE ABLE TO DETERMINE THE WIND |
| | PRESSURES DUE TO SURFACE AREA, STAND HEIGHT AND UNIT |
| | WITH AND TYPE OF ANCHOR TO THE ROOF SLAB OR FRAMING |
| | MEMBERS. PLEASE PROVIDE THE ATTACHMENT METHOD OF THE |
| | CONDENSOR UNIT TO THE ROOF TOP A/C STAND. ? 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. |
| | |
| | 6) THE NEW SHEET A1.11 IS NOT SIGNED NOR SEALED. PLANS, |
| | SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS PREPARED BY |
| | THE DESIGN PROFESSIONAL AND BEING FILED FOR PUBLIC |
| | RECORD SHALL HAVE THE SIGNATURE AND SEAL OF THE DESIGN |
| | PROFESSIONAL AFFIXED TO THE DOCUMENT. |
| | |
| | FL ADMIN CODE 61G16.003 ARCHITECTS |
| | PLANS ARE TO BE SIGNED WITH A FULL SIGNATURE FROM THE |
| | ARCHITECT OF RECORD PER 481.221 WITH A MINIMUM OF FIRST |
| | AND LAST NAME AS SHOWN ON THE ARCHITECTS' LICENSE, FAC |
| | 61G1-16.003 |
| | |
| | 7) 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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