| Date |
Text |
| 2011-11-14 14:51:11 | BUILDING PLAN REVIEW |
| | PERMIT: 11110070 |
| | ADD: 509 NORTHWOOD ROAD |
| | CONT: SHELL RAZOR'S INC. |
| | TEL: (561)251-9718 |
| | |
| | 2007 FLORIDA BUILDING CODE W/ 2009 FBC SUPPLEMENTS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 2007 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. |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | 1) IS THIS A CHANGE OF OCCUPANCY? |
| | |
| | 2) SHEET S-1 SECTION A-A INDICATES THE REMOVAL OF A |
| | BLOCK WALL, SHORING UP A 8X12 4 BAR BEAM AND APPLYING A |
| | 4X6 ANGLE TO THE BOTTOM OF THE BEAM. NOTES ALSO |
| | INDICATE THE USE OF A 4"X4" STEEL COLUMN WITH A TOP AND |
| | BOTTOM PLATE 7"X7". THE PLANS ARE NOT CLEAR AS TO HOW |
| | THE STEEL ANGLE AND COLUMN ARE TO BE JOINED TOGETHER BY |
| | BOLTING OR WELDING THE COLUMN TO THE STEEL ANGLE? IF |
| | THE TWO ARE TO BE WELDED WHAT IS THE TYPE OF WELD, THIS |
| | IS NOT KNOWN OF THE BOTTOM WELD? 106.1.2 ADDITIONAL |
| | INFORMATION REQUIRED. |
| | |
| | 3) FOR THE SAME CONCRETE BEAM AND STEEL COLUMN |
| | CONFIGURATION, WHERE THE BLOCK WALL WALL IS REMOVED, IS |
| | THERE ANY PROVISIONS TO BE MADE HOW THE WEIGHT WILL BE |
| | TRANSFERRED TO THE FOUNDATION BELOW? ARE THE BLOCK |
| | CAVITIES TO BE FILLED ? ADDITIONAL INFORMATION |
| | REQUIRED? |
| | |
| | 4) THE OTHER SECTION B-B IS FOR THE RAFTERS AND OR |
| | CEILING JOIST. ARE THE EXISTING ROOF FRAMING MEMBERS |
| | SPANNING THE 18'-2" CLEAR OR IS THERE A SPLICE OVER THE |
| | EXISTING BEARING WALL THAT IS BEING REMOVED? IF THERE |
| | IS A SPLICE OVER THE EXISTING BEARING WALL THE NEW |
| | GLULAM BEAM IS OVER 3'-6" AWAY FROM THE SPLICE POINT? |
| | ADDITIONAL INFORMATION REQUIRED? |
| | |
| | 5) THE NEW GLULAM BEAM IS TO BE 5 1/2"X 12" PLEASE |
| | PROVIDE PRODUCT REPORT FOR WHICH HGUS HANGER YOU ENTEND |
| | ON INSTALLING AND TO WHAT TYPE OF MATERIALS THIS HANGER |
| | WILL BE ATTACHED TO. IT APPEARS THAT THE ONE END WILL |
| | BE ATTACHING INTO THE 4X6 STEEL ANGLE. NOTE MOST |
| | MANUFACTURERS OF HANGERS WILL VOID THE APPROVALS IF |
| | THEY ARE WELDED AT ALL. |
| | |
| | 6) ARE THERE ANY FINSIHES BEING REPLACED, WALLS AND OR |
| | CEILING? |
| | |
| | 7) S-1 INDICATES A NEW REAR DOOR LOCATION BUT THERE ARE |
| | NO STRUCTURAL DETAILS INDICATING HOW THE MWFRS WILL |
| | REMAIN , NO COLUMN, LENTAL DETAILS. MISSING WIND DESIGN |
| | CRITERIA.FBC-B 1609. |
| | |
| | 8) EXISTING BUILDING CODE 808 MINIMUM REQUIREMENTS. |
| | ALTERATIONS SUBJECT TO THIS CHAPTER SHALL COMPLY WITTH |
| | THE REQUIREMENTS OF CHAPTER 13 FOR THE FBC-B. |
| | |
| | BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT |
| | FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL |
| | PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND |
| | A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT |
| | APPLICATION. PLEASE CALL (561)233-5025 FOR MORE |
| | INFORMATION. |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
