| Date |
Text |
| 2015-10-22 11:15:39 | 1) THE NARRATIVE RESPONSE TO THE PLAN REVIEW COMMENTS |
| | CANNOT BE READ. MOST OF THE COMMENTS AND NARRATIVE ARE |
| | CUT OFF AND CANNOT BE SEEN. WPB AMEND. TO FBC SEC. |
| | 107.2.1. THE RESPONSE NARRATIVE THAT WAS SUBMITTED IS |
| | DATED JUNE 17, 2015. |
| | 2) IT DOES NOT APPEAR AS THOUGH ANY OF THE PLUMBING |
| | COMMENTS FROM THE 7/21/15 REVIEW HAVE BEEN ADDRESSED. |
| | COMPLY WITH ALL PREVIOUS PLUMBING PLAN REVIEW |
| | COMMENTS.SEE PREVIOUS COMMENTS BELOW. |
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| | 7/21/15 COMMENTS: |
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| | 1) SHT. 0385-A-ADF-7- THE ROOF DRAINAGE CALCULATIONS |
| | SHALL BE BASED ON A RAINFALL RATE OF 5 INCHES PER HOUR |
| | AS THERE IS NO 4.5 INCH RAINFALL RATE IN ANY OF THE |
| | SIZING TABLES.THE ALLOWABLE SQUARE FOOT AREA TO BE |
| | DRAINED BY EACH DRAIN/SCUPPER WILL HAVE TO BE ADJUSTED. |
| | 2) INDICATE THE HEAD IN INCHES THAT WAS USED IN THE |
| | SIZING OF THE SCUPPERS.SEE TABLE 1106.7 OF 2010 FPC. |
| | 3) OVERFLOW SCUPPERS SHALL BE LOCATED NO LESS THAN 2 |
| | INCHES NOR MORE THAN 4 INCHES ABOVE THE FINISHED ROOF |
| | COVERING AND SHALL BE LOCATED AS CLOSE AS PRACTICAL TO |
| | REQUIRED VERTICAL LEADERS OR DOWNSPOUTS OR WALL AND |
| | PARAPET SCUPPERS PER THE 2010 FL. BUILDING CODE |
| | SEC.1503.4.2.1. NOTE # 2 STATES THE OVERFLOW SCUPPER |
| | WILL BE 3 INCHES ABOVE THE PRIMARY SCUPPER. INCLUDE IN |
| | THE NOTE THAT THE OVERFLOW SCUPPER SHALL BE NO LESS |
| | THAN 2 INCHES NOR MORE THAN 4 INCHES ABOVE THE FINISHED |
| | ROOF SURFACE.THIS IS THE LANGUAGE IN THE CODE.NOTE #2 |
| | STATES "3 INCHES ABOVE THE PRIMARY SCUPPER". THIS COULD |
| | BE MISINTERPRETED AS MEANING THE TOP OF THE SCUPPER. |
| | 4) SHT.0385-A-ADF-07 - INDICATE ON THE PLANS THAT 1/2 |
| | OF THE AREA OF ANY VERTICAL WALL THAT DIVERTS RAINWATER |
| | TO THE ROOF HAS BEEN ADDED TO THE PROJECTED ROOF AREA |
| | PERR THE FPC SEC.1106.4. |
| | 5) SEE TABLE 1106.7 OF FL.PLUMBING CODE FOR SCUPPER |
| | SIZING, NOT TABLE 1106.3 AS NOTED ON THE PLAN. |
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| | NOTE: THIS IS THE THIRD TIME I HAVE REQUESTED THIS |
| | INFORMATION. |
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| | PLUMBING PLAN REVIEW |
| | TIM LARGE |
| | CHIEF PLUMBING INSPECTOR |
| | 561-805-6692 |
| | [email protected] |
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| | 1) SHT.0386-A-ADF-08 - DETAIL # 0763010 & NOTE #2 - |
| | NOTE # 2 STATES THE OVERFLOW SCUPPER WILL BE 3 INCHES |
| | ABOVE THE PRIMARY SCUPPER. INCLUDE IN THE NOTE THAT THE |
| | OVERFLOW SCUPPER SHALL BE NO LESS THAN 2 INCHES NOR |
| | MORE THAN 4 INCHES ABOVE THE FINISHED ROOF SURFACE.THIS |
| | IS THE LANGUAGE IN THE CODE.NOTE #2 STATES "3 INCHES |
| | ABOVE THE PRIMARY SCUPPER". THIS COULD BE |
| | MISINTERPRETED AS MEANING THE TOP OF THE SCUPPER. |
| | 2) SHT. 0385-A-ADF-7- THE ROOF DRAINAGE CALCULATIONS |
| | SHALL BE BASED ON A RAINFALL RATE OF 5 INCHES PER HOUR |
| | AS THERE IS NO 4.5 INCH RAINFALL RATE IN ANY OF THE |
| | SIZING TABLES.THE ALLOWABLE SQUARE FOOT AREA TO BE |
| | DRAINED BY EACH DRAIN/SCUPPER WILL HAVE TO BE ADJUSTED. |
