| Date |
Text |
| 2017-04-20 11:15:06 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 17020981 |
| | ADD: 3500 S. DIXIE HWY. |
| | CONT: MIKE MOORE CONSTRUCTION |
| | TEL: 561-301-9468 |
| | 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. FEB. 27/ 2017 |
| | ACTION: DENIED |
| | |
| | 1-3) COMPLIED. |
| | 4) 2ND REQUEST. WIND DESIGN CALCULATIONS DESIGNED BY |
| | ALVARO VASQUEZ P. E. WERE SUBMITTED AS A PAPER DOCUMENT |
| | THAT WAS DIGITALLY SIGNED THEN PRINTED AND SUBMITTED TO |
| | THE BUILDING DEPARTMENT. PLEASE SHOW COMPLIANCE WITH |
| | FLORIDA ADMINISTRATIVE CODE 61G15-23.005 (3)(C) A |
| | SCANNED, FACSIMILE, DIGITALLY CREATED OR COPIED IMAGE |
| | OF THE LICENSEE?S SIGNATURE SHALL NOT BE USED ON |
| | ELECTRONICALLY SIGNED AND SEALED ENGINEERING PLANS, |
| | SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS. |
| | 1ST ROUND OF COMMENTS. SHEET A12 SHOWS THE ELEVATIONS |
| | FOR THE NEW STOREFRONT WINDOW AND DOOR SYSTEM. THE |
| | PRODUCT APPROVALS FOR EACH SYSTEM HAVE BEEN SUBMITTED |
| | BUT THERE IS NO WIND DESIGN CRITERIA TO VERIFY THE |
| | 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. TABLE 1609.7.2. |
| | HEIGHT AND EXPOSURE. |
| | 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) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION |
| | & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS |
| | NECESSARY, COLLATE AND STAPLE INTO SETS OF PLANS. 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 BN, PX, CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION/ DEVELOPMENT SERVICES |
| | DEPARTMENT |
| | 401 CLEMATIS ST. |
| | WEST PALM BEACH. FL 33402 |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
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