Date |
Text |
2020-12-09 13:17:57 | DECK |
| 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 SHOW THE AMOUNT OF #5 REBAR FOR THE FOOTINGS. |
| 2) STAIR DRAWINGS NEEDS TO SHOW THE WIND DESIGN |
| PARAMETERS (CODE IN AFFECT, WIND SPEED, EXPOSURE |
| CATEGORY ETC.) TO COMPLY WITH FBC R301.2.1 ( 150 MPH |
| MIN. WIND SPEED PER FBC WPB AMENDMENTS 120) |
| 3) PLEASE SHOW THE DECKING PLYWOOD TYPE TO COMPLY WITH |
| FBC R803.2.1.1 EXPOSURE DURABILITY. WOOD STRUCTURAL |
| PANELS, WHEN DESIGNED TO BE PERMANENTLY EXPOSED IN |
| OUTDOOR APPLICATIONS, SHALL BE OF AN EXTERIOR EXPOSURE |
| DURABILITY. |
| 4) PLEASE SHOW THE PLYWOOD ATTACHMENT DETAILS. |
| 5) PLEASE SHOW THE 1X3 ATTACHMENT DETAILS. |
| 6) PLEASE SHOW THE COMPOSITE DECKING ATTACHMENT |
| DETAILS. |
| 7) PLEASE CLARIFY THE BEAM TYPE ONE DRAWING SHOWS LVL |
| BEAM THE OTHER DRAWING SHOWS 3 - 2X'S |
| 8) PLEASE SHOW THE LVL BEAM TYPE FOR THE EXPOSED |
| EXTERIOR LOCATION FBC - R317.1.5 |
| 9) ON THE FRAMING DRAWINGS PLEASE SHOW THE WIND DESIGN |
| PARAMETERS (CODE IN AFFECT, WIND SPEED, EXPOSURE |
| CATEGORY ETC.) TO COMPLY WITH FBC R301.2.1 ( 150 MPH |
| MIN. WIND SPEED PER FBC WPB AMENDMENTS 120) |
| 10) PLEASE PROVIDE KNEE WALL DETAILS SHOWING ALL |
| FRAMING SIZES AND ATTACHMENTS TO COMPLY WITH THE WIND |
| LOADS FBC 1609 |
| 11) PLEASE SHOW HOW THE EXISTING ROOF WILL DRAIN WHERE |
| THE KNEE WALLS ARE BEING ADDED. |
| 12) EACH DRAWING NEEDS TO BE SIGNED BY THE ENGINEER - |
| ONLY THE STAIR DRAWING WAS ELECTRONICALLY SIGNED. |