Date |
Text |
2021-05-25 10:55:27 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| SERVICES/ BUILDING DIVISION |
| 2020 FBC- BUILDING PLAN REVIEW |
| W. P. B. PERMIT: 21050160 |
| ADD: 3915 S. FLAGLER DR. # 310 |
| CONT: VERITAS DEVELOPMENT LLC |
| TEL: 561-346-4330 |
| 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. MAY 25TH/ 2021 |
| ACTION: DENIED |
| 1) PLEASE PROVIDE A NOTARIZED LETTER FROM EITHER THE |
| CONDOMINIUM BOARD ASSOCIATION OR THE MANAGEMENT COMPANY |
| APPROVING CHANGES TO THE EXTERIOR OF THE BUILDING |
| (COMMON AREAS) AS PER FL. STATUTE 718 FOR CONDOMINIUMS. |
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| 2) THERE WAS NO FLOOR PLAN SUBMITTED SHOWING THE SIZE |
| OF THE BALCONY TO BE ENCLOSED. THE SLIDING GLASS DOORS |
| LEADING FROM THE INTERIOR OF THE CONDO TO THE BALCONY, |
| ARE THEY GOING TO BE REMOVED? |
| 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH |
| AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| ADMINISTRATIVE CODE SECTION: 107.3.5 MINIMUM PLAN |
| REVIEW CRITERIA FOR BUILDINGS AND OR STRUCTURES. |
| 107.3.5.1 COMMERCIAL BUILDINGS |
| 107.3.5.1.1. BUILDING |
| MISSING CODE DATA: |
| FLOOR PLAN OF BALCONY. |
| WIND DESIGN CRITERIA. |
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| 3) MISSING FROM SUBMITTAL. 2020 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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| 3.1. 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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| 3.2. RISK CATEGORY. |
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| 3.3. 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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| 3.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
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| 3.5. 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. |
| |
| 3.6. 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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| 4) 2020 FBC-B SECTION THE ARCHITECT OR PROFESSIONAL |
| ENGINEER OF RECORD SHALL BE REQUIRED TO SPECIFY THE |
| DESIGN WIND PRESSURES, DETERMINED IN ACCORDANCE WITH |
| CHAPTER 16 FOR ALL OPERABLE AND FIXED WINDOWS GLAZING. |
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| 5) THE ELEVATION VIEW (BALCONY DRAWING DOES NOT |
| INDICATE THE SIZE OF THE VERTICAL AND HORIZONTAL |
| MULLIONS. AS DRAWN BOTH THE VERTICAL AND HORIZONTAL |
| MULLIONS HAVE A JOINT IN THE CENTER WHERE ALL MEET, |
| THIS MAKES FOR A EXTREMELY WEAK POINT THAT IS |
| INCORRECT. THE SHORTER SPAN OF EITHER THE VERTICAL OR |
| HORIZONTAL FRAMING MEMBER WOULD BE THE MULLION THAT |
| WOULD GO FULL LENGTH. EITHER FLOOR TO CEILING OR |
| SUPPOSED WALL TO WALL. THE ELEVATION VIEW SUBMITTED |
| DOES NOT INDICATE WHAT THE END OF THE WINDOWS AND |
| HORIZONTAL MULLIONS FASTEN TO? THIS NEW WALL IS |
| BECOMING PART OF THE MWFRS (MAIN WIND FORCE RESISTING |
| SYSTEM). |
| |
| 6) IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY ON THE |
| PRODUCT APPROVAL BEFORE SUBMITTING TO DESIGNER OF |
| RECORD AND BEFORE SUBMISSION TO THE BUILDING |
| DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING, PLEASE |
| IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF GLAZING, |
| MULLION SIZE, LENGTH IF UNREINFORCED OR REINFORCED |
| INFORMATION IF REQUIRED, ATTACHMENTS AND ASSOCIATE |
| PRESSURES FOR EACH OPENING SIZE. 2020 FBC-B 1405.13.1 |
| INSTALLATION. WINDOWS AND DOORS SHALL BE INSTALLED IN |
| ACCORDANCE WITH APPROVED MANUFACTURER?S INSTRUCTIONS. |
| FASTENER SIZE AND SPACING SHALL BE PROVIDED IN SUCH |
| INSTRUCTIONS AND SHALL BE CALCULATED BASED ON MAXIMUM |
| LOADS AND SPACING USED IN THE TESTS. |
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| 7) 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. |
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| PLEASE NOTE WE ARE WORKING FROM HOME BECAUSE OF COVID |
| 19 |
| IF YOU WOULD LIKE TO CONTACT ME, MY CELL NUMBER IS |
| 561-718-9724. |
| WORKING HOURS ARE MON.- WED. 8:00 AM- NOON. PART-TIME/ |
| RETIRED. |
| |
| 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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