| Date |
Text |
| 2020-04-27 17:37:48 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 20040712 |
| | ADD: 2121 N. TAMARIND AVE. |
| | CONT: SPECTRUM RENOVATION |
| | TEL: 561-291-8350 |
| | E-MAIL: [email protected] |
| | |
| | 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2017 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: MON. APRIL 27TH/ 2020 |
| | ACTION: DENIED |
| | |
| | 1) SHEET 1 OF 1 DOES NOT PROVIDE ANY WIND DESIGN FOR |
| | THE DUMPSTER ENCLOSE. 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: |
| | |
| | 1.1. 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. |
| | |
| | 1.2. RISK CATEGORY. |
| | |
| | 1.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2. |
| | HEIGHT AND EXPOSURE. ASCE 7-10 TABLE 30.3.1. |
| | |
| | 1.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 1.5. 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. |
| | |
| | 1.6TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & |
| | EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE |
| | BUILDING. 1609.3.1 WIND SPEED CONVERSION VULT TO VASD. |
| | |
| | 2) SHEET 1 OF 1 THE FOUNDATION DETAIL DOES NOT PROVIDE |
| | THE TYPE OF CONCRETE MINIMUM DESIGN FACTORS FOR |
| | CONCRETE AND REINFORCING STEEL. |
| | 2017 FBC-B 1901.5 CONSTRUCTION DOCUMENTS. |
| | 2.1 SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE. |
| | 2.2 SPECIFIED STRENGTH OR GRADE OF THE REINFORCEMENT. |
| | 2.3 LAP LENGTH OF THE VERTICAL REINFORCEMENT FROM THE |
| | VERTICAL TO HORIZONTAL BOND BEAM. |
| | 2.4 SIZE AND LOCATION OF THE CLEAN-OUT HOLES TO REMOVE |
| | EXCESS MORTAR. |
| | 2.5 THE PLANS ARE SILENT AS TO IF THE VERTICAL CELLS W/ |
| | RE-ENFORCING AND BOND BEAM ARE GOING TO BE FILLED WITH |
| | GROUT OR PEA-ROCK. 2017 FBC-B 2103.3. |
| | |
| | 3) SHEET 1 OF 1 DISCREPANCY IN THE FOUNDATION PLANS. |
| | THE WRITTEN NOTE INDICATES THE STEEL AS 2 CONTINUOUS # |
| | 5?S BUT THE FOUNDATION PLAN INDICATES THE PLACEMENT OF |
| | 3 RE-BARS. DISCREPANCY IN PLANS. ADDITIONAL INFORMATION |
| | IS REQUIRED. |
| | |
| | 4) THE CUT SECTION OF THE WALL SHOWS THE UPRIGHT STEEL |
| | FROM THE FOOTER TO EXTEND 30 INCHES ABOVE THE TOP OF |
| | THE FOUNDATION WITH THE MAX. TO BE 48 INCHES BUT THE |
| | CUT SECTION DOES NOT SHOW VERTICAL RE-INFORCEMENT IN |
| | THE CUT SECTION OR IN THE PLAN VIEW WHICH CELLS WILL BE |
| | FILED AND HAVE REINFORCING IN THEM. 107.2.1.2 |
| | ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 5) THE CUT SECTION OF THE WALL HAS A NOTE AT THE BOND |
| | BEAM ABOUT THE USE OF STIRRUPS IN THIS BOND BEAM. |
| | PLEASE NOTE STIRRUPS CANNOT BE USED IN A BOND BEAM. |
| | STIRRUPS ARE ONLY USED IN A CONCRETE BEAM THE MINIMUM |
| | WIDTH USUALLY A 8 INCH 4 BAR MINIMUM BEAM AS OVER |
| | WINDOW AND DOOR OPENINGS, THERE MAY BE ADDITIONAL |
| | HORIZONTAL BARS ADDED OR Z BARS ADDED FOR EXTRA LOAD |
| | BEARING CAPACITY. PLEASE UPDATE THE NOTE. |
| | |
| | 6) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION |
| | & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS |
| | NECESSARY. 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. |
| | |
| | A THOROUGH REVIEW OF THE PLANS COULD NOT HAPPEN SINCE |
| | THERE WAS A GREAT DEFICIENCY IN PLANS AND REQUIRED |
| | DOCUMENTATION. WITH THE NEXT PLAN REVIEW CYCLE THERE |
| | MAYBE ADDITIONAL REVIEW COMMENTS BECAUSE OF NEW PLANS |
| | AND INFORMATION LACKING UNDER THE PRIOR REVIEW. |
| | |
| | |
| | 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] |
| | |
| | |
