| Date |
Text |
| 2015-07-22 06:32:20 | 1) THE SCUPPERS SHALL BE SIZED IN ACCORDANCE WITH TABLE |
| | 1106.7, NOT 1106.1 AS SHOWN. SHOW THAT THE CALCULATIONS |
| | INCLUDE 1/2 THE AREA OF ANY VERTICAL WALL THAT DIVERTS |
| | RAINWATER TO THE ROOF PER 2010 FBC-PLUMBING SEC. |
| | 1106.4. |
| | 2) SHT. A-MEB-01 STATES THAT RESTROOMS ARE WITHIN 500 |
| | FEET OF THIS STRUCTURE AND REFER TO SHT. C-GEN-01. |
| | SUBMIT THIS SHEET FOR REVIEW WITH THIS SET OF PLANS. |
| | WPB AMEND. TO FBC SEC. 107.2.1. |
| | 3) SHT. A-MEB-03 SHOWS THE PRIMARY SCUPPERS LOCATED IN |
| | THE COLUMNS.PIPES, CONDUIT AND SLEEVES EMBEDDED IN |
| | CONCRETE SHALL COMPLY WITH 2010 FBC-BUILDING, |
| | SEC.1906.3. |
| | 4) FBC 2010 SEC.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. |
| | 5) THE SIZING OF THE ROOF SCUPPERS SHALL BE BASED ON A |
| | RAINFALL RATE OF 5 INCHES. THERE IS NO 4.5 INCH |
| | RAINFALL RATE SO IT MUST BE ROUNDED UP TO 5 INCHES. |
| | 6) SHT. H-STD-01 - DETAIL 01 - SHOW THE SIZE OF THE |
| | CONDENSATE DRAIN. |
| | |
| | PLUMBING PLAN REVIEW |
| | TIM LARGE |
| | CHIEF PLUMBING INSPECTOR |
| | 561-805-6692 |
| | [email protected] |
| | |
| | |
