| Date |
Text |
| 2020-09-17 11:14:48 | SHED |
| | 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) THE SHED NEEDS TO MEET THE REQUIRED WIND LOADS PER |
| | FBC R301.2.1 - RISK CATEGORY WIND SPEED 150MPH, |
| | EXPOSURE "C" AND CANNOT BE CODE PRESCRIPTIVE PER FBC |
| | R301.2.1.1 - PLEASE PROVIDE THE STRUCTURAL CALCULATIONS |
| | FOR THE WIND LOADS SHOWING THAT THE CONSTRUCTION |
| | DRAWINGS MEET THE REQUIRED WIND LOADS OR PROVIDE SIGNED |
| | AND SEALED CONSTRUCTION DETAILS FROM AN ARCHITECT OR |
| | ENGINEER. |
| | 2) THE DRAWINGS NEED TO SHOW THE COMPLETE CONSTRUCTION |
| | DETAILS (ALL ATTACHMENT, SIDING ETC.) FBC WPB |
| | AMENDMENTS 107.2 - FBC R301.1 (AND IF THE EXISTING SHED |
| | WAS BUILT WITHOUT A PERMIT IT WILL ALSO NEED TO COMPLY) |
| | - R301.1APPLICATION. |
| | BUILDINGS AND STRUCTURES, AND PARTS THEREOF, SHALL BE |
| | CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD |
| | LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, |
| | WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS |
| | CODE. THE CONSTRUCTION OF BUILDINGS AND STRUCTURES IN |
| | ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL |
| | RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH |
| | THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS |
| | FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING |
| | ELEMENTS TO THE FOUNDATION. |
| | |
