| 2007-03-13 19:16:30 | PLANS EXAMINER: KEN CONRAD |
| | PROJECT: 2090 NORTH CONGRESS AVENUE |
| | PROJECT SCOPE OF WORK: REPAIR |
| | |
| | REQUIREMENT: THE SUBMITTED WINDOW AND ALUMINUM TUBE |
| | CLIPPED MULLION PRODUCT APPROVALS HAVE BEEN TESTED WITH |
| | A WOOD BUCK AND/ OR CONCRETE CONFIGURATIONS AND HAS NOT |
| | BEEN TESTED WITH A METAL FRAMING INSTALLATION. A |
| | RATIONAL ANALYSIS MAY BE USED TO DEMONSTRATE THAT THE |
| | METAL FRAMING IN COMBINATION WITH A WOOD BUCK |
| | INSTALLATION WILL TRANSFER ALL LOADS TO THE MAIN FRAME |
| | WITHOUT FAILURE UNDER THE MINIMUM WIND LOAD |
| | REQUIREMENTS AS PER FBC SECTION 1609.1. |
| | |
| | |
| | A) FOR NEW CONSTRUCTION REPAIR/PERMITTED MATERIALS: |
| | FEBC SECTION 401.2 EXCEPT AS OTHERWISE REQUIRED HEREIN, |
| | WORK SHALL BE DONE USING MATERIALS PERMITTED BY THE |
| | APPLICABLE CODE FOR NEW CONSTRUCTION OR USING LIKE |
| | MATERIALS SUCH THAT NO HAZARD TO LIFE, HEALTH AND |
| | PROPERTY IS CREATED. |
| | |
| | B) FEBC 401.3 THE WORK SHALL NOT MAKE THE BUILDING LESS |
| | CONFORMING TO THE BUILDING, PLUMBING, |
| | ELECTRICAL,MECHANICAL OR FIRE CODES OF THE |
| | JURISDICTION, OR TO ALTERNATIVE MATERIALS, DESIGN AND |
| | METHODS OF CONSTRUCTION, OR ANY PREVIOUSLY APPROVED |
| | PLANS , MODIFICATIONS, ALTERNATIVE METHODS, OR |
| | COMPLIANCE ALTERNATIVES, THAN IT WAS BEFORE THE REPAIR |
| | WAS UNDERTAKEN. |
| | |
| | |
| | C) FEBC 407.2 REDUCTION OF STRENGTH. REPAIRS SHALL NOT |
| | REDUCE THE STRUCTURAL STRENGTH OR STABILITY OF THE |
| | BUILDING, STRUCTURE OR ANY INDIVIDUAL MEMBER THEREOF.D |
| | |
| | D) FEBC 407.3.1 NEW STRUCTURAL FRAME MEMBERS. NEW |
| | STRUCTURAL FRAME MEMBERS USED IN THE REPAIR OF DAMAGED |
| | BUILDINGS, INCLUDING ANCHORAGE AND CONNECTIONS, SHALL |
| | COMPLY WITH THE FLORIDA BUILDING CODE. |
