| Date |
Text |
| 2021-06-23 10:08:10 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| | SERVICES/ BUILDING DIVISION |
| | 2020 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 21050804 |
| | ADD: 2206 MERCER AVE. |
| | CONT: COASTAL SCREEN AND RAIL |
| | TEL: 561-819-0308 |
| | E-MAIL: [email protected] |
| | |
| | 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. JUNE 23RD/ 2021 |
| | ACTION: DENIED |
| | |
| | 1) SHEET 1OF 2 STATES THIS ROOF CANOPY IS DESIGNED AS |
| | AN OPEN STRUCTURE. THE SUBMITTED SURVEY SHOWS THE |
| | PROPOSED STRUCTURE WITH EXISTING BUILDING ON THREE |
| | SIDES OF THE NEW PROPOSED CANOPY, THIS WOULD SUGGEST |
| | THE STRUCTURE AS PARTIALLY OPEN WITH HIGHER PRESSURES |
| | SINCE THE PREVAILING WIND WOULD BE LOCKED AND NOT ABLE |
| | TO ESCAPE, WITH HIGHER NEGATIVE PRESSURES UNDER THE |
| | ROOF PANELS. 107.2.1.2 ADDITIONAL INFORMATION IS |
| | REQUIRED. |
| | |
| | 2) SHEET 1OF 2 STATES THIS ROOF CANOPY IS DESIGNED AS |
| | AN OPEN STRUCTURE. THE SUBMITTED WIND PRESSURES |
| | PROVIDED INDICATE 9 PSF FOR A SCREENED IN ROOF AND 25 |
| | PSF FOR SOLID ROOF PANELS. THERE IS ALMOST 3 TIMES THE |
| | PRESSURE FOR SOLID ROOF PANELS FOR A OPEN STRUCTURE. |
| | WAS THE SUBMITTED DESIGN FOR A SCREENED IN ROOF |
| | STRUCTURE OR SOLID ROOF STRUCTURE. THE SECOND ISSUE IS |
| | WITH THE SURROUNDING WALLS ON 3 SIDES CREATING MORE |
| | NEGATIVE PRESSURES. 107.2.1.2 ADDITIONAL INFORMATION IS |
| | REQUIRED. PLEASE PROVIDE THE CHARTS WHERE YOU ARE |
| | DERIVING THE SPANS. |
| | |
| | 3) SHEET 2 OF 2 DETAIL TYPICAL POST SECTION SHOWS THE |
| | POST BEING ANCHORED BUT THIS SAME DETAIL STATES SEE |
| | FOOTING DETAIL. THERE IS NO FOOTING DETAIL NOR IS THERE |
| | ENGINEERING SHOWING THE SIZE OF THE FOUNDATIONS |
| | REQUIRED TO RESIST THE UPLIFT LOADS. 2020 FBC-B 1604.4 |
| | ANALYSIS. LOAD EFFECTS ON STRUCTURAL MEMBERS AND THEIR |
| | CONNECTIONS SHALL BE DETERMINED BY METHODS OF |
| | STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT EQUILIBRIUM, |
| | GENERAL STABILITY, GEOMETRIC COMPATIBILITY AND BOTH |
| | SHORT- AND LONG-TERM MATERIAL PROPERTIES. EVERY |
| | STRUCTURE SHALL BE DESIGNED TO RESIST THE OVERTURNING |
| | EFFECTS CAUSED BY THE LATERAL FORCES SPECIFIED IN THIS |
| | CHAPTER. SEE SECTION 1609 FOR WIND LOADS. |
| | |
| | 4) NEITHER THE ENGINEER OF RECORD NOR THE CONTRACTOR |
| | HAS IDENTIFIED WHICH ELITE PANEL SPAN TABLE WAS USED IN |
| | THE DESIGN OF THIS STRUCTURE. NOR HAS THE ENGINEER OF |
| | RECORD APPLIED THEIR SHOP DRAWING STAMP OF APPROVAL ON |
| | THE DOCUMENT AS REQUIRED BY 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. |
| | |
| | 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 |
| | 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] |
| | |
