| Date |
Text |
| 2021-05-17 08:47:54 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| | SERVICES/ BUILDING DIVISION |
| | 2020 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 21030429 |
| | ADD: 5200 N FLAGLER DR. # 2301 |
| | CONT: TBD/ TO BE DETERMINED / MP CONSTRUCTION GROUP / |
| | CGC1512479 (NOT REGISTERED) |
| | TEL: 954-482-1097 |
| | E-MAIL: |
| | |
| | 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 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. |
| | |
| | 2ND REVIEW |
| | DATE: MON. MARY 17TH/ 2021 |
| | ACTION: DENIED |
| | |
| | 1) N/A. |
| | |
| | 2) NEW COMMENT. THE SUBMITTED DOCUMENTS BY THE |
| | SPECIALTY ENGINEER DO NOT HAVE AN ELECTRONIC SIGNATURE. |
| | FLORIDA ADMINISTRATIVE CODE 61G15-23.005 (3)(C) A |
| | DOCUMENT IN THE FILE FOLDER, SCANNED, FACSIMILE, |
| | DIGITALLY CREATED OR COPIED IMAGE OF THE LICENSEE?S |
| | SIGNATURE SHALL NOT BE USED ON DIGITALLY SIGNED AND |
| | SEALED ENGINEERING PLANS, SPECIFICATIONS, REPORTS OR |
| | OTHER DOCUMENTS. |
| | 61G15-23.005 PROCEDURES FOR SIGNING AND SEALING |
| | ELECTRONICALLY TRANSMITTED PLANS (DIGITAL SIGNATURES), |
| | SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS. |
| | |
| | 3) 2ND REQUEST. NOTE THIS IS A HIGHRISE BUILDING |
| | LOCATED ON THE INTER-COASTAL WATERWAY. IN THIS REVIEW |
| | THERE WAS NO WIND DESIGN PROVIDED. AN ELECTRONICALLY |
| | SIGNED AND SEALED DOCUMENT BY AN ENGINEER WILL BE |
| | REQUIRED WITH ALL OF THE RELEVANT WIND DESIGN CRITERIA. |
| | 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: |
| | |
| | 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. |
| | |
| | 3.2. RISK CATEGORY. |
| | |
| | 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. |
| | |
| | 3.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 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. |
| | |
| | 4) 2ND REQUEST. NONE OF THE PRODUCT APPROVALS SUBMITTED |
| | FAILED TO DO THE FOLLOWING: FOR ALL PRODUCTS WITH |
| | GLAZING, PLEASE IDENTIFY THE OPENING WIDTH & HEIGHT, |
| | TYPE OF GLAZING ,ASSOCIATED PRESSURES, MULLION SIZE, |
| | LENGTH IF UNREINFORCED OR REINFORCED INFORMATION IF |
| | REQUIRED, ATTACHMENTS AND ASSOCIATE PRESSURES FOR EACH |
| | OPENING SIZE. 2017 FBC-B 1405.13.1 INSTALLATION. |
| | WINDOWS AND DOORS SHALL BE INSTALLED IN ACCORDANCE WITH |
| | APPROVED MANUFACTURERS 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. |
| | |
| | 5) NEW COMMENT. THE WIND DESIGN CALCULATION SHEET |
| | SIGNED BY AN ENGINEER AND SLIDING GLASS DOOR NOA |
| | 19-1029.07 DOES NOT MATCH THE HIGHEST PRESSURES LISTED |
| | IN THE SUBMITTED NOA, THE SUBMITTED NOA IS NOT A NEWER |
| | VERSION EITHER. THE SAME FOR THE SHW NOA 20-1119.13. |
| | 107.2.1.2. ADDITIONAL INFORMATION REQUIRED, DISCREPANCY |
| | IN REPORT AND SUBMITTED NOA?S. |
| | |
| | 6) 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. |
| | |
| | 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 |
| | 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] |
| | |
