| Date |
Text |
| 2022-02-04 12:34:14 | RESTAURANT BUILDOUT |
| | REVIEWED BY ROGER MCPHERSON |
| | 561-805-6716 |
| | [email protected] |
| | CODE USED FOR REVIEW - 2020 FBC WITH WPB CHAPTER 1 |
| | AMENDMENT |
| | |
| | |
| | CORRECTIONS NEEDED - FBC WPB AMENDMENTS 107 |
| | |
| | 1) DRAWINGS AND CALCULATIONS SHOW THE DESIGN WIND SPEED |
| | AT 160MPH FOR RISK CATEGORY II - RISK GATEGORY II |
| | MINIMUM WIND DESIGN SPEED NEEDS TO BE 170 MPH PER FBC |
| | WPB SECTION 120. |
| | |
| | 2) DRAWING 1 OF 3 NOTE NUMBER 4 IS FOR FABRIC - PLEASE |
| | CLARIFY. |
| | |
| | 3) PLEASE SHOW STAIR HANDRAIL EXTENSIONS AT TOP AND |
| | BOTTOM OF THE STAIRS PER FBC 1014.6 HANDRAIL |
| | EXTENSIONS. |
| | HANDRAILS SHALL RETURN TO A WALL, GUARD OR THE WALKING |
| | SURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN |
| | ADJACENT FLIGHT OF STAIRS OR RAMP RUN. WHERE HANDRAILS |
| | ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILS SHALL |
| | EXTEND HORIZONTALLY NOT LESS THAN 12 INCHES (305 MM) |
| | BEYOND THE TOP RISER AND CONTINUE TO SLOPE FOR THE |
| | DEPTH OF ONE TREAD BEYOND THE BOTTOM RISER. AT RAMPS |
| | WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN RUNS, THE |
| | HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING |
| | 12 INCHES (305 MM) MINIMUM BEYOND THE TOP AND BOTTOM OF |
| | RAMP RUNS. THE EXTENSIONS OF HANDRAILS SHALL BE IN THE |
| | SAME DIRECTION OF THE FLIGHTS OF STAIRS AT STAIRWAYS |
| | AND THE RAMP RUNS AT RAMPS. |
| | |
| | 4) PLEASE PROVIDE A DRAWING TO SHOW THE LOCATION OF THE |
| | RAILING TO BE REPLACED. FLOOR PLAN OR ELEVATION PLAN. |
| | |
| | 5) PLEASE PROVIDE A SURVEY SHOWING THE LOCATION OF THE |
| | FENCE. |
