| Date |
Text |
| 2011-04-28 10:25:54 | BUILDING PLAN REVIEW |
| | PERMIT: 10090080 |
| | ADD: 926 SUNSET RD |
| | CONT: O/B MARIA GEORGE |
| | TEL: (561)718-4600 |
| | FL BLD CODE= 2007 FLORIDA BUILDING CODE |
| | W/ 2009 FBC SUPPLEMENTS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | SHED PERMIT: 2578J 18 FTX18FT 11-1-84 ORIGINAL PERMIT |
| | FOR SHED. |
| | |
| | THIS REVIEW WILL USE THE 2007 EXISTING BUILDING CODE |
| | CHAPTER 9 CHANGE IN OCCUPANCY FOR THE BASIS OF THIS |
| | REVIEW. EX. BLDG CODE 901.3 CHANGE OF OCCUPANCY |
| | CLASSIFICATION. WHERE THE OCCUPANCY CLASSIFICATION OF A |
| | BUILDING CHANGES, THE PROVISIONS OF SECTIONS 902 |
| | THROUGH 912 SHALL APPLY. THIS INCLUDES A CHANGE OF |
| | OCCUPANCY CLASSIFICATION WITHIN A GROUP AS WELL AS A |
| | CHANGE OF OCCUPANCY CLASSIFICATION FROM ONE GROUP TO A |
| | DIFFERENT GROUP. |
| | |
| | EX. BLDG CODE 903.1 GENERAL. BUILDING ELEMENTS AND |
| | MATERIALS IN PORTIONS OF BUILDINGS UNDERGOING A CHANGE |
| | OF OCCUPANCY CLASSIFICATION SHALL COMPLY WITH SECTION |
| | 912. |
| | |
| | EX. BLDG CODE 905.1 GENERAL. MEANS OF EGRESS IN |
| | PORTIONS OF BUILDINGS UNDERGOING A CHANGE OF OCCUPANCY |
| | CLASSIFICATION SHALL COMPLY WITH SECTION 912. |
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| | BUILDING PROVISO: |
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| | BUILDINGS AND STRUCTURES ARE TO COMPLY WITH THE 2007/09 |
| | EXISTING BUILDING CODE 907.2, SUBJECT TO A CHANGE OF |
| | OCCUPANCY RESULTING IN A HIGHER IMPORTANCE FACTORS |
| | BASED ON THTE FLORIDA BUILDING CODE TABLE 1604.5 SHALL |
| | BE ANALYZED AND SHALL COMPLY WITH THE WIND LOAD |
| | PROVISONS OF THE FLORIDA BUILDING CODE, BUILDING. |
| | SECTION 1609 WIND LOADS . |
| | |
| | 1609.1.1 WIND LOADS ON EVERY STRUCTURE SHALL BE |
| | DETERMINED IN ACCORDANCE WITH CHAPTER 6 OF ASCE 7. THE |
| | TYPE OF OPENING PROTECTION REQUIRED, THE BASIC WIND |
| | SPEED AND EXPOSURE CATEGORY FOR A SITE IS PERMITTED TO |
| | BE DETERMINED IN ACCORDANCE WITH SECTION 1609 OR ASCE |
| | 7. |
| | |
| | 1609.1.2 PROTECTION OF OPENINGS. IN WIND-BORNE DEBRIS |
| | REGIONS, GLAZING IN BUILDINGS SHALL BE IMPACT RESISTANT |
| | OR PROTECTED WITH AN IMPACT RESISTANT COVERING MEETING |
| | THE REQUIREMENTS OF SSTD 12, ASTM E 1886 AND ASTM E |
| | 1996, ANSI/DASMA 115 (FOR GARAGE DOORS AND ROLLING |
| | DOORS) OR MIAMI-DADE TAS 201, 202 AND 203 OR AAMA 506. |
| | |
| | THE BUILDING OFFICIAL HAS DETERMINED THAT THE CHANGE OF |
| | OCCUPANCY AND THE STRUCTURES USEAGE HAS CHANGED TO A |
| | HIGHER IMPORTANCE FACTOR |
| | THAT THE SECTIONS IN 1609.1.1 & 1609.1.2 WILL NOT ONLY |
| | REQUIRE WINDOWS THAT MEET THE WIND PRESSURES BUT |
| | REQUIRE OPENING PROTECTION BY EITHER |
| | THE WINDOWS MEETING THE TEST REQUIREMENTS FOR LARGE |
| | MISSILE IMPACT TESTING, OR BY COVERING THE WINDOWS WITH |
| | APPROVED SHUTTERS OR THE ALTERNATIVE |
| | OF WOOD STRUCTURAL PANELS MEETING THE REQUIREMENTS OF |
| | 1609.1.2 EXCEPTION # 1 . |
| | 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) |
| | |
| | COMPLIANCE WILL NEED TO BE MET BY FINAL INSPECTION. |
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| | |
| | JAMES A. WITMER C.B.O. |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: (561)805-6715 |
| | FAX:(561)805-6731 |
| | E-MAIL: [email protected] |
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