| Date |
Text |
| 2021-03-31 11:01:26 | 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. |
| | |
| | 1ST REVIEW |
| | DATE: WED. MARCH 31ST/ 2021 |
| | ACTION: DENIED |
| | |
| | 1) CONTRACTOR NEEDS TO REGISTER BEFORE THEY RESUBMIT. |
| | THIS PLAN REVIEW THERE IS NO CONTRACTOR ON RECORD FOR |
| | THIS PERMIT. |
| | 2020 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATION 105.3.1.2. NO PERMIT |
| | MAYBE ISSUED FOR ANY BUILDING CONSTRUCTION. |
| | |
| | 2) THERE NEEDS TO BE A CONTRACTOR ON RECORD TO TAKE |
| | OWNERSHIP OF THE PERMIT. WITHOUT A CONTRACTOR SIGNED ON |
| | THEY CAN NOT TAKE OWNERSHIP OF THE FLOOR PLAN THAT WAS |
| | SUBMITTED. THE CONTRACTOR (QUALIFIER) THAT CREATED, |
| | AUTHOR OF THE PLAN / DREW THE SET OF PLANS WILL NEED TO |
| | IDENTIFY THEMSELVES AS THE AUTHOR OF THE PLANS. PLEASE |
| | PRINT YOUR NAME, SIGN YOUR NAME AND LICENSE NUMBER FOR |
| | THE TRADE YOU ARE LICENSED IN AND PLANS DRAWN. |
| | 107.3.4.3 CERTIFICATION BY CONTRACTOR. PLEASE NOTE THE |
| | EXCEPTION TO ENGINEERED PLANS UNDER 471.003(H) |
| | ELECTRICAL/ PLUMBING/ MECHANICAL, 481.229(1)(C) |
| | (BUILDING) REQUIRES THE CONTRACTOR FOR THAT TRADE THAT |
| | WILL BE LICENSED IN THAT TRADE, WILL ALSO BE THE |
| | CONTRACTOR THAT DESIGNS THE SYSTEM UNDER THAT TRADE. |
| | THE CONTRACTOR (QUALIFIER) THAT CREATED / DREW THE SET |
| | OF PLANS WILL NEED TO IDENTIFY THEMSELVES AS THE AUTHOR |
| | OF THE PLANS. PLEASE PRINT YOUR NAME, SIGN YOUR NAME |
| | AND LICENSE NUMBER FOR THE TRADE YOU ARE LICENSED IN |
| | AND PLANS DRAWN. |
| | |
| | 3) NOTE THIS IS A HIGHRISE BUILDING LOCATED ON THE |
| | INTER-COASTAL WATERWAY. IN THIS REVIEW THERE WAS NO |
| | WIND DESIGN PROVIDED. A 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) 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 |
| | 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. |
| | |
| | 5) 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] |
| | |
