Date |
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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 |
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| 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 |
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| 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) |
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| JAMES A. WITMER CBO |
| SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| TEL: 561-805-6715 |
| FAX: 561-805-6676 |
| E-MAIL: [email protected] |
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