Date |
Text |
2022-10-27 16:22:05 | TARGET REMODEL |
| REVIEWED BY ROGER MCPHERSON |
| 561-805-6716 |
| [email protected] |
| CODE USED FOR REVIEW - 2020 FBC WITH WPB CHAPTER 1 |
| AMENDMENT |
| |
| CORRECTIONS NEEDED - |
| |
| 1) DRAWING S001 AND THE STRUCTURAL CALCULATIONS |
| PROVIDED SHOW A WIND SPEED OF 168MPH USED FOR THE WIND |
| DESIGN - WIND SPEED FOR A RISK CATEGORY II SHOULD BE |
| 170MPH PER FBC WPB SECTION 120. |
| |
| 2) DRAWING AD110 SHOWS THE REMOVAL OF 2 EXIT DOORS FOR |
| EXIT NUMBER 4 - DRAWING A020 SHOWS THE DOORS REPLACED |
| WITH A WALL - DRAWING A021 SAYS THAT THE EXIT CONSIST |
| OF 1 - 8' EXIT AND 1 - 3' EXIT PLEASE RE EVALUATE THE |
| MEANS OF EGRESS - FBC 1005.4 CONTINUITY. |
| THE MINIMUM WIDTH OR REQUIRED CAPACITY OF THE MEANS OF |
| EGRESS REQUIRED FROM ANY STORY OF A BUILDING SHALL NOT |
| BE REDUCED ALONG THE PATH OF EGRESS TRAVEL UNTIL |
| ARRIVAL AT THE PUBLIC WAY. |
| |
| 3) DRAWING ACC2 SHOWS THE ACCESSIBLE PARKING SPACE |
| WIDTH AT 11' - SHOULD BE 12' PER FBC 502.2 VEHICLE |
| SPACES. |
| EACH PARKING SPACE MUST BE AT LEAST 12 FEET (3658 MM) |
| WIDE, |
| |
| 4) PLEASE PROVIDE A NOTE ON THE DRAWINGS AS TO THE WALL |
| FINISH AND CEILING FINISH FIRE CLASSIFICATIONS PER FBC |
| 803.1 |
| |
| 5) PLEASE SHOW THE REQUIREMENT FOR TERMITE TREATMENT |
| FOR THE DISTURBED SOILS PER FBC 1816.1.2 |
| |
| 6) STRUCTURAL DRAWINGS SAY TO SEE THE ARCHITECTURAL |
| DRAWINGS FOR THE EXTERIOR WALL FINISHES/CLADDING ETC. - |
| I DO NOT SEE ANY EXTERIOR WALL DETAILS ON THE |
| ARCHITECTURAL DRAWINGS - FBC 1403 |
| |
| 7) PLEASE PROVIDE COMPLETE (FRONT PAGES AND THE |
| INSTALLATION INSTRUCTIONS) MIAMI DADE OR FLORIDA STATE |
| PRODUCT APPROVALS FOR THE EXTERIOR DOORS - ALL PRODUCT |
| APPROVALS NEED TO BE REVIEWED AND MARKED APPROVED BY |
| THE BUILDING DESIGNER OF RECORD FBC WPB 107.3.4 |
| |
| 8) ACCESSIBLE RESTROOM - WHEN REFERRING TO THE MIRROR |
| OVER THE SINK DIMENSIONS FROM THE FLOOR PLEASE USE THE |
| WORD "REFLECTIVE SURFACE" FBC A 603.3 MIRRORS. |
| MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL |
| BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING |
| SURFACE 40 INCHES (1015 MM) MAXIMUM ABOVE THE FINISH |
| FLOOR OR GROUND. |
| |
| 9) PLEASE PROVIDE A STATEMENT ON THE DRAWING THAT THE |
| STORAGE RACKS COMPLY WITH RMI/ANSI MH 16.1 - FBC 2209.1 |
| STORAGE RACKS. |
| THE DESIGN, TESTING AND UTILIZATION OF STORAGE RACKS |
| MADE OF COLD-FORMED OR HOT-ROLLED STEEL STRUCTURAL |
| MEMBERS SHALL BE IN ACCORDANCE WITH RMI/ANSI MH 16.1. |
| |
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