| Date |
Text |
| 2012-02-13 15:40:20 | BUILDING PLAN REVIEW |
| | PERMIT: 11120482 |
| | ADD: 6501 N JOG RD |
| | CONT: D. S. EAKINS CONSTRUCTION CORP |
| | TEL: (561)719-6669 |
| | |
| | 2007 FLORIDA BUILDING CODE W/ 2009 FBC SUPPLEMENTS |
| | * WEST PALM BEACH AMENDMENTS |
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| | BUILDING PROVISO: |
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| | NOTE: APA ENGINEERED WOOD SYSTEMS BULLETIN OCT. 1995 |
| | 120 MPH FASTEST MILE = 140 MPH 3 SECOND GUST |
| | |
| | 2007/09 FBC-B 1609.1.2. |
| | EXCEPTION # 1) |
| | WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16 |
| | INCH (11.1 MM) AND A MAXIMUM SPAN OF 8 FEET (2438 MM) |
| | SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND |
| | TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT SO THAT |
| | THEY SHALL BE ATTACHED TO THE FRAMING SURROUNDING THE |
| | OPENING CONTAINING THE PRODUCT WITH THE GLAZED |
| | OPENINGS. PANELS SHALL BE PREDRILLED AS REQUIRED FOR |
| | THE ANCHORAGE METHOD AND ALL REQUIRED HARDWARE SHALL BE |
| | PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE |
| | COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE |
| | WITH THE PROVISIONS OF ASCE 7, WITH PERMANENT |
| | CORROSION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND |
| | ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. |
| | ATTACHMENT IN ACCORDANCE WITH TABLE 1609.1.2, WITH |
| | PERMANENT CORROSION RESISTANT ATTACHMENT HARDWARE |
| | PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE |
| | BUILDING IS PERMITTED FOR BUILDINGS WITH A MEAN ROOF |
| | HEIGHT OF 45 FEET (13 716 MM) OR LESS WHERE WIND SPEEDS |
| | DO NOT EXCEED 140 MPH (63 M/S) |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
