| Date |
Text |
| 2017-08-31 14:14:28 | BUILDING PLAN REVIEW |
| | W. P. B. REVISION: 17031256 |
| | W. P. B. PERMIT: 16050258 |
| | ADD: 209 6TH ST. |
| | CONT: OWNER BUILDER ALLIANCES |
| | TEL: 561-254-6779 |
| | E-MAIL: [email protected], |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE. |
| | ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND |
| | SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE |
| | FLORIDA BUILDING CODE, BUILDING. |
| | |
| | 3RD REVIEW |
| | DATE: THURS. AUGUST 31/2017 |
| | ACTION: DENIED |
| | |
| | 1) SEMI-COMPLIED. SHOP DRAWING OF APPROVAL ON THE |
| | PRODUCT APPROVAL. NEITHER THE CONTRACTOR NOR THE |
| | DESIGNER OF RECORD HAS COMPLIED WITH REQUIREMENT # 3 |
| | IDENTIFYING THE SYSTEM IN THE PRODUCT APPROVAL. WHICH |
| | CONFIGURATION OF PANELS, TRACK SYSTEMS, AND ASSOCIATED |
| | HARDWARE. SHEETS 11-14 OF THE TECHNICAL SHEETS ARE FOR |
| | WOOD STRUCTURES. |
| | |
| | |
| | 2ND ROUND OF COMMENTS. IF THE CONTRACTOR (BEELINE |
| | BUILDING CORP) IS LOOKING FOR COMPLETING OF ENCLOSURE |
| | OF THE COOLER AND FREEZERS WITH THE USE OF HURRICANE |
| | PANELS THE DESIGNER OF RECORD WILL NEED TO APPLY THEIR |
| | SHOP DRAWING STAMP OF APPROVAL ON THE PRODUCT APPROVAL. |
| | FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS WHICH |
| | ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE REVIEWED |
| | AND APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR |
| | TO SUBMITTAL FOR JURISDICTIONAL APPROVAL. FL |
| | 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR |
| | SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS, |
| | SHOP DRAWINGS ETC.. |
| | |
| | 2) COMPLIED. FLORIDA APPROVAL FL1968-R3 |
| | |
| | 3) PLEASE NOTE THE CONTRACTOR STATES THE STORM PANELS |
| | ARE GOING TO BE PLACED HORIZONTALLY BUT NOWHERE IS |
| | THERE AN INSTALLATION SCHEDULE REPEAT FROM THE LAST |
| | REVIEW!!!!! |
| | |
| | 3B) THE CONTRACTOR STATES THE STORM SHUTTER IS GOING TO |
| | BE ATTACHED HORIZONTALLY BUT PLEASE NOTE THE END POST |
| | CLOSEST THE MAIN STRUCTURE IS A 6X6 INCH STEEL POST. |
| | THE SUBMITTED PRODUCT APPROVAL DOES NOT HAVE DETAILS |
| | FOR FASTENING TO A STEEL COLUMN. THE STRUCTURAL |
| | ENGINEER WILL NEED TO PROVIDE HOW COMPLIANCE WILL BE |
| | ACHIEVED. 107.2.1.3 ADDITIONAL INFORMATION REQUIRED. |
| | |
| | 3C) PLEASE NOTE SHEET S-1 SHOWS A COLUMN SCHEDULE. THE |
| | SCHEDULE SHOWS BOTH COLUMNS SC1 & SC2 TO BE 6 X 6 INCH |
| | STEEL COLUMNS. SC3 IS TO BE 3 X 3 INCH STEEL COLUMNS |
| | NOWHERE IN THE STEEL COLUMN SCHEDULE HAS IT BEEN |
| | UPDATED TO WOOD COLUMNS. UPDATE PLANS DISCREPANCY IN |
| | PLANS. 107.2.1.3 ADDITIONAL INFORMATION REQUIRED. |
| | |
| | |
| | 3D) SHEET S-2 DOES NOT PROVIDE WHAT THE CENTER TO |
| | CENTER LAYOUT OF THE 6 X 6 INCH WOOD POST ARE CENTERED, |
| | NOR DOES THE PLAN OR STORM SHUTTER SCHEDULE INDICATE |
| | THE PRESSURES GIVEN ARE LIMITED TO NINE FEET. THE |
| | STRUCTURAL SHEET S-2 NEEDS TO BE UPDATED. 107.2.1.3 |
| | ADDITIONAL INFORMATION REQUIRED. |
| | |
| | 3D) PLEASE BEWARE, THE DESIGN GIVEN THE 6X6 WOOD POST |
| | HAS NOT SPECIFIED A TYPE OF WOOD GRADE OF WOOD OR |
| | DENSITY WHICH ARE REQUIRED BY THE PRODUCT APPROVAL |
| | WHERE THE STORM SHUTTERS ARE TO BE ANCHORED INTO WOOD |
| | FRAMING. REQUIRED INFORMATION. 107.2.1.3 ADDITIONAL |
| | INFORMATION REQUIRED. |
| | |
| | 2ND ROUND COMMENT. WITHIN THE PRODUCT APPROVAL |
| | SUBMITTED THERE IS DETAILS FOR ANCHORING TO CONCRETE |
| | FOR BOTH THE TOP AND BOTTOM TRACKS, AND FOR WOOD. THE |
| | SUBMITTED STRUCTURAL SHEETS SHOWS A CONCRETE SLAB AND A |
| | STEEL HORIZONTAL BEAM WITH METAL SCREED BENT PLATE |
| | 1/4X4X3 INCH WELDED TO THE BEAM. WITHIN THIS PRODUCT |
| | APPROVAL THERE IS NO DETAILS NOR TABLE FOR ANCHOR |
| | SPACING. PLEASE PROVIDE : A COMPLETE INSTALLATION |
| | SCHEDULE SUMMARIZING & IDENTIFYING OPENING SIZES, UNIT |
| | MARK NUMBERS, UNIT SPANS/WIDTHS, IF STORM BAR |
| | REINFORCING REQUIREMENTS ARE REQUIRED, WALL PRESSURE |
| | ZONES, SLAT TYPES, GAUGE OF PANELS, ETC. |
| | |
| | 4)3RD REQUEST. NOT ADDRESSED. COMMENT FROM THE LAST |
| | REVIEW IS NOT ADDRESSED. WITH THE STORM PANELS IN |
| | PLACE, HOW WILL THE CONDENSING UNITS DISSIPATE THE HEAT |
| | IF WITHIN THE ENCLOSED ROOM? 107.2.1.3 ADDITIONAL |
| | INFORMATION IS REQUIRED. |
| | |
| | 5) 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. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
