| 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). |
| | |
| | |
| | |
