Date |
Text |
2023-03-15 10:05:04 | COMMERCIAL ADDITION/REMODEL |
| REVIEWED BY ROGER MCPHERSON |
| 561-805-6716 |
| [email protected] |
| CODE USED FOR REVIEW - 2020 FBC WITH WPB CHAPTER 1 |
| AMENDMENT |
| |
| CORRECTIONS NEEDED - |
| |
| 1) THE HIGHER ROOF SCUPPERS NEED TO BE LEVEL WITH THE |
| ROOF - THE HIGHER ROOF OVER FLOW SCUPPERS NEED TO BE AS |
| SHOWN ON THE PLAN - BOTH ARE REQUIRED - |
| |
| 1503.4.2 SCUPPERS. |
| WHERE REQUIRED FOR ROOF DRAINAGE, A SCUPPER SHALL BE |
| PLACED LEVEL WITH THE ROOF SURFACE IN A WALL OR |
| PARAPET. THE SCUPPER SHALL BE LOCATED AS DETERMINED BY |
| THE SLOPE AND THE CONTRIBUTING AREA OF THE ROOF. THE |
| EXTERIOR FACING OR LINING OF A SCUPPER, IF METAL, SHALL |
| BE THE SAME AS FLASHING MATERIAL REQUIRED BY SECTIONS |
| 1503 THROUGH 1510 FOR THE PARTICULAR TYPE OF COVERING |
| SPECIFIED FOR THE BUILDING. FOR OTHER TYPE MATERIALS, |
| FOLLOW MANUFACTURER???S SPECIFICATIONS. |
| |
| 1503.4.2.1 OVERFLOW SCUPPERS. |
| WHEN OTHER MEANS OF DRAINAGE OF OVERFLOW WATER IS NOT |
| PROVIDED, OVERFLOW SCUPPERS SHALL BE PLACED IN WALLS OR |
| PARAPETS NOT LESS THAN 2 INCHES (51 MM) NOR MORE THAN 4 |
| INCHES (102 MM) ABOVE THE FINISHED ROOF COVERING AND |
| SHALL BE LOCATED AS CLOSE AS PRACTICAL TO REQUIRED |
| VERTICAL LEADERS OR DOWNSPOUTS OR WALL AND PARAPET |
| SCUPPERS. AN OVERFLOW SCUPPER SHALL BE SIZED IN |
| ACCORDANCE WITH THE FLORIDA BUILDING CODE, PLUMBING. |
| |
| 2) PLEASE SHOW THE STORM WATER DRAINAGE FLOW AWAY FROM |
| THE BUILDING AND AWAY FROM THE ADJACENT PROPERTY ON THE |
| SITE PLAN OR PROVIDE A STORM WATER DRAINAGE PLAN - FBC |
| WPB 107.2.5 SITE PLAN. THE CONSTRUCTION DOCUMENTS |
| SUBMITTED WITH THE APPLICATION FOR PERMIT SHALL BE |
| ACCOMPANIED BY A SITE PLAN SHOWING TO SCALE THE SIZE |
| AND LOCATION OF NEW CONSTRUCTION AND EXISTING |
| STRUCTURES ON THE SITE, DISTANCES FROM LOT LINES, THE |
| ESTABLISHED STREET GRADES AND THE PROPOSED FINISHED |
| GRADES, DEPICTING THE PROPOSED LOT DRAINAGE AND, AS |
| APPLICABLE, FLOOD HAZARD AREAS, FLOODWAYS, AND DESIGN |
| FLOOD ELEVATIONS; AND IT SHALL BE DRAWN IN ACCORDANCE |
| WITH AN ACCURATE AND INCLUDED ON A BOUNDARY LINE |
| SURVEY. (PLEASE PROVIDE CUT SECTIONS FOR ANY PROPOSED |
| WATER RETAINING SWALES) |
| |
| 3) DRAWINGS CVR, G1.0, G1.1, G1.2, SP1.0, SP1.1, SP1.2, |
| LSP1.0, D1.0, D2.0, A1.0, A1.1, A1.2, A1.3, A1.4, A1.5, |
| A2.1, A2.0, A3.0, A3.1, A4.0, A5.0, A5.1, A6.0, A6.1, |
| A6.2, A7.0, S1.0, S2.1, S2.2, S4.4 NEED TO BE SIGNED |
| AND SEALED BY THE DESIGNER - SIGNED AND SEALED DRAWINGS |
| IN PROJECTDOX NEED TO BE DIGITALLY/ELECTRONICALLY |
| SIGNED TO BE USED IN ELECTRONIC PLAN REVIEW. (A |
| CERTIFICATE-BASED DIGITAL SIGNATURE (OFTEN JUST CALLED |
| A DIGITAL SIGNATURE) IS A SPECIFIC TYPE OF |
| E-SIGNATURE). |
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