| Date |
Text |
| 2020-12-21 13:12:36 | NEW SIDING |
| | REVIEWED BY ROGER MCPHERSON |
| | 561-805-6716 |
| | [email protected]. |
| | CODE USED FOR REVIEW - 2017 FBC WITH WPB CHAPTER 1 |
| | AMENDMENTS |
| | |
| | CORRECTIONS NEEDED - FBC WPB AMENDMENTS 107 |
| | 1) PLEASE PROVIDE A BUILDING LAYOUT SHOWING WHICH WALLS |
| | ARE TO RECEIVE SIDING. |
| | 2) PLEASE WRITE A SCOPE OF WORK ON THE BUILDING LAYOUT |
| | DRAWING STATING WHAT YOU ARE DOING (REPLACING OLD |
| | SIDING?) (ADDING SIDING TO EXISTING STUCCO WALLS?) |
| | 3) SIDING IS SUBJECT TO WIND LOADS - PLEASE PROVIDE A |
| | MIAMI DADE OR FLORIDA STATE PRODUCT APPROVAL WHICH WILL |
| | SHOW THE WIND PRESSURES AND HOW TO INSTALL THE SIDING |
| | OR PROVIDE DRAWINGS SHOWING HOW TO INSTALL THE SIDING |
| | ALONG WITH STRUCTURAL CALCULATIONS FOR THE WIND LOADS |
| | OR PROVIDE SIGNED AND SEALED SIDING ATTACHMENT DRAWINGS |
| | FROM AN ARCHITECT OR ENGINEER. |
| | TO COMPLY WITH FBC R703.1.2 WIND RESISTANCE. |
| | WALL COVERINGS, BACKING MATERIALS AND THEIR ATTACHMENTS |
| | SHALL BE CAPABLE OF RESISTING WIND LOADS IN ACCORDANCE |
| | WITH TABLES R301.2(2) AND R301.2(3) FOR WALLS USING AN |
| | EFFECTIVE WIND AREA OF 10 SQUARE FEET. WIND-PRESSURE |
| | RESISTANCE OF THE SIDING AND BACKING MATERIALS SHALL BE |
| | DETERMINED BY ASTM E330 OR OTHER APPLICABLE STANDARD |
| | TEST METHODS. WHERE WIND-PRESSURE RESISTANCE IS |
| | DETERMINED BY DESIGN ANALYSIS, DATA FROM APPROVED |
| | DESIGN STANDARDS AND ANALYSIS CONFORMING TO GENERALLY |
| | ACCEPTED ENGINEERING PRACTICE SHALL BE USED TO EVALUATE |
| | THE SIDING AND BACKING MATERIAL AND ITS FASTENING. ALL |
| | APPLICABLE FAILURE MODES INCLUDING BENDING RUPTURE OF |
| | SIDING, FASTENER WITHDRAWAL AND FASTENER HEAD |
| | PULL-THROUGH SHALL BE CONSIDERED IN THE TESTING OR |
| | DESIGN ANALYSIS. WHERE THE WALL COVERING AND THE |
| | BACKING MATERIAL RESIST WIND LOAD AS AN ASSEMBLY, USE |
| | OF THE DESIGN CAPACITY OF THE ASSEMBLY SHALL BE |
| | PERMITTED. |
