| Date |
Text |
| 2021-02-24 09:54:46 | REMODEL GUEST COTTAGE |
| | REVIEWED BY ROGER MCPHERSON |
| | 561-805-6716 |
| | [email protected] |
| | CODE USED FOR REVIEW - 2020 FBC WITH WPB CHAPTER 1 |
| | AMENDMENTS |
| | |
| | CORRECTIONS NEEDED - FBC WPB AMENDMENTS 107 |
| | 1) SIDING IS SUBJECT TO WIND LOADS - PLEASE SHOW SIDING |
| | ATTACHMENT TYPE, SIZE AND AMOUNT OR PROVIDE A MIAMI |
| | DADE OR FLORIDA STATE PRODUCT APPROVAL FOR THE SIDING |
| | REVIEWED AND MARKED APPROVED BY THE BUILDING DESIGNER. |
| | FBC NEW SFR R703.1.2WIND 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. |
| | 2) PLEASE SHOW THE CEILING HEIGHT FBC R305 |
| | |
| | |
| | |
