Date |
Text |
2021-09-14 09:20:19 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| SERVICES/ BUILDING DIVISION |
| 2020 FBC- BUILDING PLAN REVIEW |
| W. P. B. SUBMITTAL: 21081622 |
| W. P. B. PERMIT: 20110495 |
| ADD: 625 N. FLAGLER DR. 10TH FLOOR. |
| CONT: VERDEX CONSTRUCTION |
| TEL: 561-594-0720 |
| E-MAIL: [email protected] |
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| 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH |
| AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| ADMINISTRATION |
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| 2020 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. |
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| 1ST REVIEW |
| DATE: TUES. SEPT. 14TH/ 2021 |
| ACTION: DENIED |
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| 1) W. P. B. 107.3.4. PRODUCT APPROVALS. THOSE PRODUCTS |
| WHICH ARE REGULATED BY FLORIDA ADMINISTRATIVE CODE RULE |
| 61G20 SHALL BE REVIEWED AND APPROVED IN WRITING (SHOP |
| DRAWING STAMP OF APPROVAL) BY THE DESIGNER OF RECORD |
| PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL. |
| FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR |
| SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS, |
| SHOP DRAWINGS ETC. |
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| 2) THE DESIGNER OF RECORD HAS NOT PROVIDED THE WIND |
| DESIGN CRITERIA / PRESSURES FOR THIS OPENING. 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: |
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| 2.1. 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. |
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| 2.2. RISK CATEGORY. |
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| 2.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2. |
| HEIGHT AND EXPOSURE. ASCE 7-16 TABLE 30.3.1. |
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| 2.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
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| 2.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| COMPONENTS AND CLADDING MATERIALS SPECIFICALLY DESIGNED |
| BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR |
| THE DESIGN OF THE STRUCTURE, PSF. |
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| 2.6. TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & |
| EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE |
| BUILDING. ASCE 7-10 TABLE 30.3.1. 1609.3.1 WIND SPEED |
| CONVERSION VULT TO VASD. |
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| 3) 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. |
| |
| PLEASE NOTE WITH THE LACK OF INFORMATION FOR THIS |
| REVIEW, SUBSEQUENT REMARKS MAYBE MADE IN THE NEXT |
| REVIEW CYCLE. |
| MONDAY AUGUST 02ND/ 2021 ALL PLANS EXAMINERS WILL BE |
| WORKING FROM CITY HALL. |
| MY WORK HOURS ARE USUALLY TUES. & WED. 7:30 AM- 4:30 PM |
| PART-TIME/ RETIRED. |
| IF YOU WISH TO SPEAK WITH A PLANS EXAMINER BEFORE I GET |
| BACK INTO THE OFFICE CALL |
| (561)805-6700 AND ASK FOR THE PLANS EXAMINER ON-CALL. |
| THANK YOU. |
| |
| JAMES A. WITMER BN, PX, SFP, CBO |
| SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| CONSTRUCTION SERVICES 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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