| Date |
Text |
| 2019-09-16 13:47:03 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 19081131 |
| | ADD: 3800 WASHINGTON RD. SUITE: 1211 |
| | CONT: PILLAR CONSTRUCTION |
| | TEL: 561-317-4042 |
| | 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. SEPT. 16/ 2019 |
| | ACTION: DENIED |
| | |
| | 1) SHEET 2 OF 3 SHOWS IN DETAIL # 2 A SUSPENDED GRID |
| | SUSPENSION SYSTEM. WHAT THIS DETAIL NOR ANY OTHER |
| | DETAIL INDICATING HOW THE HANGING WIRE IS TO BE |
| | FASTENED TO THE STRUCTURAL CONCRETE DECK ABOVE NOR |
| | SPACING OF THE ANCHORS. THE PLANS ARE ALSO SILENT AS TO |
| | THE TYPE OF CONCRETE DECK POST TENSIONED SLAB, |
| | REQUIRING X-RAY FOR THE LOCATION OF TENDONS OR A |
| | CONVENTIONAL CONCRETE SLAB & REBAR SYSTEM? 2017 FBC-B |
| | TABLE 2508.1/ ASTM C754. |
| | |
| | 2) SHEET 2 OF 3 SHOWS DETAIL # 2 WITH THE MAIN BEAMS |
| | BEING 1 ? INCH COLD ROLLED CHANNEL AND 7/8 INCH |
| | HIGH-HAT FURRING CHANNEL. WHAT THIS DETAIL INDICATES |
| | THE MAIN HANGER WIRE HANGER WIRE SPACING IS TO BE 4 |
| | FEET ON CENTER. THE PLANS ARE SILENT AS TO THE GAUGE OF |
| | THE WIRE SIZE? 2017 FBC-B TABLE 2508.1/ ASTM C754. (6) |
| | SUSPENDED AND FURRED CEILINGS. MINIMUM OF # 12 GAUGE |
| | GALVANIZED SOFT ANNEALED, MILD STEEL WIRE. PLEASE |
| | UPDATE PLANS. |
| | |
| | 3A) SHEET 2 OF 3 DETAIL 2 SHOWS THE HANGER WIRE |
| | ATTACHING TO THE MAIN RUNNER/ BEAM. THE PLANS ARE |
| | SILENT TO THE NUMBER OF WRAPS THE HANGER WIRE ONCE |
| | AROUND THE MAIN RUNNER IS TO WRAP AROUND ITSELF. ASTM |
| | C754. (6) SUSPENDED AND FURRED CEILINGS. SECTION 6. 1. |
| | 3 TO DEVELOP THE FULL STRENGTH OF THE HANGER WIRE A |
| | MINIMUM OF 3 WRAPS AROUND ITSELF AND WITHIN 3 INCHES. |
| | PLEASE UPDATE PLANS. |
| | |
| | 3B) THE PLANS ARE ALSO SILENT AS TO THE FASTENING OF |
| | THE 7/8 INCH HI-HAT CHANNEL TO THE MAIN RUNNER CHANNEL? |
| | PLEASE ALSO REFER TO ASTM C754 SECTION 6.1.3 REQUIRING |
| | A SADDLE TIE AROUND THE MAIN RUNNER AND FURRING |
| | MEMBERS. PLEASE UPDATE PLANS. |
| | |
| | 3C) SHEET 2 OF 3 DETAIL 4 SHOWS THE HANGER WIRES AT 4 |
| | FEET ON CENTER BUT DOES NOT INDICATE WHAT HAPPENS |
| | WITHIN THE LAST 4 FEET FROM THE WALL, THE HI-HAT IS |
| | LEFT FLOATING? PLEASE REVIEW ASTM C754 6.5.1 A CHANNEL |
| | SHALL BE LOCATED WITHIN 6 INCHES OF THE PARALLELING |
| | WALLS TO SUPPORT THE ENDS OF THE CROSS FURRING. THE |
| | ENDS SHALL BE SUPPORTED BY HANGER WIRE NOT LESS THAN 6 |
| | INCHES FROM SUCH ENDS. |
| | |
| | 4) 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, 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] |
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