| Date |
Text |
| 2020-11-04 13:24:35 | 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) PLEASE SHOW THE SET BACK DIMENSIONS FROM THE |
| | PROPERTY LINES AND THE EXISTING BUILDING. |
| | |
| | PLEASE PROVIDE THE FOLLOWING FOR THE "PRE FAB SHED" OR |
| | "SITE BUILT" WHICHEVER APPLIES - |
| | |
| | PREFAB SHED = |
| | 1) PLEASE PROVIDE FLORIDA STATE APPROVED SHED DRAWINGS |
| | OR PRODUCT APPROVAL FOR THE PREFAB SHED. FBC WPB |
| | AMENDMENTS 107.3 EXCEPTION (1) |
| | 2) PLEASE PROVIDE A SIGNED AND SEALED SHED TIEDOWN |
| | DRAWING SHOWING TIEDOWN DETAILS AND THE WIND DESIGN |
| | CRITERIA USED FROM AN ARCHITECT OR ENGINEER TO COMPLY |
| | WITH THE WIND LOADS PER FBC R301.2.1 |
| | |
| | IF THIS IS A SITE BUILT SHED = |
| | 1) THE SHED NEEDS TO MEET THE REQUIRED WIND LOADS PER |
| | FBC R301.2.1 - RISK CATEGORY WIND SPEED 150MPH, |
| | EXPOSURE "D" AND CANNOT BE CODE PRESCRIPTIVE PER FBC |
| | R301.2.1.1 - PLEASE PROVIDE THE SHED CONSTRUCTION |
| | DRAWINGS AND 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. |
| | |
| | FYI = SIGNED AND SEALED DRAWINGS NEED TO BE |
| | DIGITALLY/ELECTRONICALLY SIGNED BY THE ENGINEER OR |
| | ARCHITECT TO BE USED IN ELECTRONIC PLAN REVIEW - OR - |
| | IF YOUR ENGINEER DOES NOT HAVE AN ELECTRONIC OR DIGITAL |
| | SIGNATURE - PLEASE DROP OFF (CITY HALL DROP BOX) THE |
| | ORIGINAL SIGNED AND SEALED DOCUMENT ALONG WITH A "PLAN |
| | REVIEW REQUEST FORM" EXPLAINING THE REASON FOR |
| | SUBMITTING THE DOCUMENT OR DRAWINGS. PLAN REVIEW |
| | REQUEST FORM CAN BE OBTAINED BY E MAILING [email protected] |
| | AND ASKING FOR THE FORM. |
| | |
