| Date |
Text |
| 2015-03-19 12:36:18 | 1) ADDITIONAL INFORMATION SHALL BE PROVIDED FOR THE |
| | ROOF DRAINAGE CALCULATIONS.SHOW THE LENGTH AND HEIGHT |
| | OF THE PARAPET WALL THAT ENCOMPASSES THE FLAT ROOF |
| | AREAS ON BOTH BUILDINGS. ALSO, SHOW THE LENGTH AND |
| | WIDTH OF THE FLAT ROOF AREAS IN ORDER TO CHECK THE |
| | SQUARE FOOTAGE OF THE ROOF BEING DRAINED BY EACH ROOF |
| | DRAIN.WPB AMEND. TO 2010 FBC SEC.107.2.1. |
| | 2) ONE HALF THE AREA OF THE VERTICAL WALLS OF THE |
| | STAIRWELLS THAT ARE LOCATED INSIDE THE PARAPET WALL |
| | SHALL ALSO BE ADDED INTO THE TOTAL SQUARE FOOTAGE BEING |
| | DRAINED BY THE ROOF DRAINAGE SYSTEM. 2010 FPC |
| | SEC.1106.4. |
| | 3) THERE ARE SECTIONS OF THE STAIRWELL ROOFS THAT DRAIN |
| | ONTO THE FLAT ROOF. THIS MUST ALSO BE ADDED INTO THE |
| | ROOF DRAINAGE CALCULATIONS. 2010 FPC SEC.1106.3. |
| | 4) INDICATE THE HEIGHT OF THE PARAPET WALL ON THE |
| | PLANS. IT APPEARS TO BE 4'-6" IN HEIGHT. CLARIFY.WPB |
| | AMEND.TO 2010 FBC SEC. 107.2.1. |
| | 5) SHT. 1A-1.05B - ITEM #17B - ALL HAND HELD SHOWER |
| | SPRAYS SHALL BE EQUIPPED WITH BACKFLOW PREVENTION |
| | DEVICES PER THE 2010 FPC SEC.424.2. |
| | 6) THE RAIN GUTTERS FOR THE BUILDING SHALL BE SIZED IN |
| | ACCORDANCE WITH TABLE 1106.6. OF THE 2010 FPC. SUBMIT |
| | CALCULATIONS FOR THE GUTTER SIZING AND THE SLOPE AT |
| | WHICH THE GUTTERS WILL BE INSTALLED. |
| | 7) SHT.P2.3 - ELEVATOR SUMP DETAIL - THE SIZE OF THE |
| | SUMP PIT SHALL BE A MINIMUM OF 24 INCHES DEEP PER THE |
| | 2010 FPC SEC.1113.1.2, 712.3.2. THERE IS ANOTHER DETAIL |
| | ON SHT. S-5.2. IN THE PLANS THAT NEEDS TO BE CORRECTED. |
| | |
| | FIRE PROTECTION |
| | |
| | 6) SHOW THE SIZE OF THE FIRE DEPARTMENT CONNECTION ON |
| | THE PLAN. THE AREA ON THE PLAN IS CLOUDED BUT THERE IS |
| | NO SIZE SHOWN. THE MINIMUM SIZE FDC SHALL BE 1 1/2 " |
| | PER NFPA 13R SEC.6.6.4.2. |
| | |
| | PLUMBING PLAN REVIEW |
| | TIM LARGE |
| | CHIEF PLUMBING INSPECTOR |
| | 561-805-6692 |
| | [email protected] |
| | |
