| Date |
Text |
| 2015-08-24 09:27:11 | 1) SHT. 003 A-003 - SUBMIT THE OCCUPANT LOAD FOR EACH |
| | FLOOR IN ACCORDANCE WITH TABLE 1004.1.2 OF THE 2014 |
| | FBC-BUILDING. |
| | 2) SHT.003 A-003 - APPLICABLE CODES BOX - THE PLAN |
| | REFERS TO THE 2010 FBC AND OTHER CODE REFERENCES (2009 |
| | PLUMBING CODE, 2008 NEC, ETC.). THIS PLAN FALLS UNDER |
| | THE 2014 (5TH EDITION) OF THE FBC. REVISE THE NOTES TO |
| | REFLECT THE CURRENT CODE APPLICABLE TTO THIS PROJECT. |
| | 3) SHT.008 A-050 - THE FOUNTAINS SHALL BE UNDER A |
| | SEPARATE PERMIT. A SEPARATE PERMIT APPLICATION AND |
| | PLANS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL. WPB |
| | AMEND. TO FBC SEC. 105.1. |
| | 4) THERE ARE SHEETS IN THIS SUBMITTAL PACKAGE THAT ARE |
| | MARKED "FOR REFERENCE ONLY" AND ALSO "NOT FOR |
| | CONSTRUCTION". CLARIFY. |
| | 5) THE PLANS SHOW SANITARY FACILITIES LOCATED ON THE |
| | FIRST AND FOURTH LEVELS. THIS DOES NOT COMPLY WITH 2014 |
| | FBC-PLUMBING SEC.403.3.3.THE REQUIRED PUBLIC AND |
| | EMPLOYEE TOILET FACILITIES SHALL BE LOCATED NOT MORE |
| | THAN ONE STORY ABOVE OR BELOW THE SPACE REQUIRED TO BE |
| | PROVIDED WITH TOILET FACILITIES, AND THE PATH OF TRAVEL |
| | TO SUCH FACILITIES SHALL NOT EXCEED A DISTANCE OF 500 |
| | FEET. |
| | 6) SHT.013 A-105 - SUBMIT A ROOF DRAINAGE RISER DIAGRAM |
| | AND STORM DRAINAGE CALCULATIONS. THE CALCULATIONS SHALL |
| | INCLUDE ONE-HALF THE AREA OF ANY VERTICAL WALL THAT |
| | DIVERTS RAINWATER TO THE ROOF AND ALSO ANY SLOPED ROOF |
| | THAT DIVERTS RAINWATER TO A FLAT ROOF. 2014 |
| | FBC-PLUMBING SEC.1106.4.ALSO, SUBMIT A SECTION DETAIL |
| | OF THE ROOF GUTTER. GUTTERS SHALL BE SIZED PER TABLE |
| | 1106.6. |
| | 7) SHT.012 A-104 - SUBMIT A DETAIL FOR THE ROOF DRAINS |
| | AND THE OVERFLOW DRAINS WPB AMEND. TO FBC SEC. 107.2.1. |
| | 8) SHT.161 P-100 - 5" HORIZONTAL STORM DRAIN AT GRID |
| | LINE B-3 IS SHOWN AS DRAINING AN AREA OF 2780 SQ. |
| | FT.THE MAXIMUM SQUARE FOOTAGE THAT CAN BE DRAINED BY A |
| | 5" HORIZONTAL LINE IS 2672 SQ. FT. COMPLY WITH TABLE |
| | 1106.3. |
| | 9) SHT.161 P-100 - 4" STORMWATER RISER NEAR GRID LINE |
| | B-5 IS SHOWN DRAINING 4090 SQ. FT.AND THE MAXIMUM |
| | SQUARE FOOTAGE PER TABLE 1106.2 (1) IS 3680 FOR A 4" |
| | VERTICAL CONDUCTOR. |
| | 10) SHT.161 P-100 - 4" STORMWATER RISER NEAR GRID LINE |
| | "D" BETWEEN 5 & 6 - IS DRAINING 3770 SQ. FT. - THE |
| | MAXIMUM SQUARE FOOTAGE THAT CAN BE DRAINED BY A 4" |
| | VERTICAL LINE IS 3680 SQ. FT.PER TABLE 1106.2 (1). |
| | 11) SHT.161 P-100 - THE PLAN SHOWS A 6" SANITARY LINE |
| | WITH NO CONTINUATION POINT. SEE GRID LINE "E" BETWEEN 5 |
| | & 6. SEE ALSO 6" LINE BETWEEN GRID LINES D & E AND 5-6. |
| | 12) THE DISCHARGE FROM THE SUMP PUMP SHALL BE |
| | INDIRECTLY CONNECTED TO THE PLUMBING SYSTEM PER THE |
| | 2014 FBC-PLUMBING AND ALSO COMPLY WITH FPC SEC.1003.4. |
| | 13) SHOW THE LOCATION OF THE GREASE TRAPS ON THE |
| | ARCHITECTURAL SITE PLAN.WPB AMEND. TO FBC SEC. 107.2.1. |
| | 14) SUBMIT GREASE TRAP CALCULATIONS IN ACCORDANCE WITH |
| | 2014 FBC-PLUMBING SEC.1003.3.4. |
| | 15) INDICATE CONTINUATION POINT OF 14" SW & 6" SANITARY |
| | AT GRIDLINE "E" BETWEEN 4-5. |
| | 16) DETAILS ON REMOTE ALARM TO BE SUBMITTED IN BUILDOUT |
| | PLANS. |
| | |
| | |
| | PLUMBING PLAN REVIEW |
| | TIM LARGE |
| | CHIEF PLUMBING INSPECTOR |
| | 561-805-6692 |
| | [email protected] |
| | |
