| Date |
Text |
| 2015-12-18 13:40:10 | 1) ) LINT INTERCEPTORS SHALL COMPLY WITH 2014 |
| | FBC-PLUMBING SEC.1003.6. PROVIDE SIZING CALCULATIONS |
| | FOR THE LINT INTERCEPTORS. WPB AMEND. TO FBC SEC. |
| | 107.2.1, 107.3.5.1.3. |
| | 2) SUBMIT A DETAIL AND SIZING CALCULATIONS FOR THE |
| | GREASE INTERCEPTORS. FACTORY SIZING CALCULATIONS DONE |
| | BY THE MANUFACTURER ARE REQUIRED FOR THE SIZING OF |
| | HYDROMECHANICAL GREASE INTERCEPTORS TO ENSURE PROPER |
| | SIZING.2014 FBC-PLUMBING SEC. 1003.2. |
| | 3) PROVIDE THE PROPER MATCH LINES ON THE PLUMBING |
| | DRAWINGS. THERE ARE NO MATCH LINES ON THE TOP OF THE |
| | PAGES & SOME OF THE MATCH LINES DO NOT CORRELATE WITH |
| | EACH OTHER. CHECK ALL SHEETS.WPB AMEND. TO FBC SEC. |
| | 107.2.1. |
| | 4) SHT. IR1.00 - ALL THE NOTES ON THE IRRIGATION PLAN |
| | ARE ILLEGIBLE. CLARIFY. |
| | 5) SUBMIT A DETAIL/SPECIFICATIONS FOR THE GREASE |
| | INTERCEPTORS UNDER THE SINKS.SIZING CALCULATIONS SHALL |
| | BE DONE IN ACCORDANCE WITH PDI STANDARD G101. FBC |
| | PLUMBING SEC. 1003.3.4. |
| | 6) SHT. P0.03 - SUBMIT A DETAIL OF GREASE INTERCEPTOR |
| | GI-2 IF THAT INTERCEPTOR IS GOING TO BE USED. |
| | 7) SUBMIT A DETAIL OF THE SOLIDS INTERCEPTOR FOR THE |
| | TEAM DUGOUTS. WPB AMEND. TO FBC SEC. 107.2.1. |
| | 8) SHT.P2-101 - THE ELEVATOR SUMP CONNECTION TO THE |
| | DRAINAGE SYSTEM SHALL BE AN INDIRECT CONNECTION PER |
| | 2014 FBC-PLUMBING, SEC.301.6 |
| | 9) PLUMBING SHEETS - LIST THE SPECIFIC SHEET NUMBER |
| | WHERE A NOTE STATES " SEE CIVIL DRAWINGS FOR |
| | CONTINUATION." OR "SEE ARCHITECTURAL DRAWINGS." WPB |
| | AMEND. TO FBC SEC. 107.2.1. |
| | 10) SHT. H1.00 - SEC. 1.02 - REQUIREMENTS - DELETE THE |
| | REFERENCE TO THE INTERNATIONAL BUILDING CODE AND INSERT |
| | THE 2014 FLORIDA BUILDING CODE. |
| | 11) SHT.P6.02 - EMERGENCY OVERFLOW DRAIN DETAIL SHOWS |
| | THE OVERFLOW DRAINS TERMINATING FLUSH WITH THE WALL. |
| | THE OVERFLOW DRAINS SHALL DISCHARGE A MINIMUM OF ONE |
| | FOOT FROM THE BUILDING WALL PER THE 2014 FBC |
| | SEC.1503.7. |
| | 12) THE NARRATIVE RESPONSE TO PREVIOUS COMMENT #18 |
| | REFERS TO SHT.A2.150. THIS SHEET IS NOT INCLUDED IN |
| | THIS SUBMITTAL. CLARIFY. |
| | 13) SHT.P2.101 - THERE IS AN ENLARGED PLAN DETAIL |
| | NUMBER 2/P2.111 REFERENCED ON THE PLAN BUT SHT. P2.111 |
| | IS NOT IN THIS SET. CLARIFY. |
| | 14) SHT.P2.101 - NUMBERED NOTES REFER TO A SAND/OIL |
| | INTERCEPTOR. SUBMIT A DETAIL AND SIZING CALCULATIONS |
| | AND ALSO SHOW THE LOCATION OF THE INTERCEPTOR ON THE |
| | PLANS. WPB AMEND. TO FBC SEC. 107.2.1. |
| | 15) IF POSSIBLE, PLEASE PROVIDE THE ROOM NUMBERS OF THE |
| | AREAS ON THE PLUMBING DRAWINGS. IT WILL ASSIST ME IN MY |
| | REVIEW OF THE PLUMBING SYSTEM. |
| | 16) SHT. P2.102 - SEE MATCH LINE TO SHT. P2.101 - THE |
| | STORM LINE ON P2.101 SHOWS A 15 INCH LINE AND P2.102 |
| | SHOWS A 12 INCH LINE AND THE SQUARE FOOTAGES |
| | DIFFER.CLARIFY. |
| | 17) SHT. P2108 - THERE ARE NO NUMBERED NOTES ON THE |
| | SHEET. CLARIFY. |
| | 18) SHT. P2.102 - SEE MATCH LINE TO SHT. P2.101 - THERE |
| | IS A STORM LINE THAT GOES FROM 12" TO 18" AND THEN TO |
| | 15" AND THEN TO 18" AND TO 15" AGAIN. CLARIFY. |
| | 19) SUBMIT EXPANDED SANITARY RISERS FOR REVIEW. IT IS |
| | DIFFICULT TO DETERMINE WHERE ONE LINE STARTS AND ENDS |
| | AND SIZE ALL SECTIONS OF THE SANITARY RISERS.WPB AMEND. |
| | TO FBC SEC. 107.2.1. THERE ARE STILL SECTIONS OF THE |
| | SANITARY RISERS THAT ARE INCOMPLETE ( LINES JUST |
| | BEGINNING AND ENDING WITH NO CONTINUATION POINTS |
| | SHOWN.) |
| | 20) SHEET P5. 204 & P5.205 - THE FLOOR DRAINS (FD-1) |
| | CONNECTED TO THE OIL/WATER SEPARATOR ARE NOT |
| | VENTED.2014 FBC-PLUMBING SEC.901.2.1. |
| | 21) SHTS.P5.301 & P5.302- IDENTIFY THE |
| | TERMINATION/CONTINUATION POINT FOR THE 24 INCH STORM |
| | DRAINS. |
| | 22) SHT. P5.302 - SUBMIT AN EXPANDED RISER FOR THE |
| | STORM DRAINAGE. IT IS EXTREMELY DIFFICULT TO PERFORM A |
| | COMPREHENSIVE REVIEW ON THE CURRENT RISER. CLEARLY SHOW |
| | THE OVERFLOW DRAINS AND SIZES.WPB AMEND. TO FBC SEC. |
| | 107.2.1. |
| | 23) THE PLAN VIEW DRAWINNGS FOR THE STORM DRAINAGE ARE |
| | IDENTIFIED BY SECTORS AND THE STORM DRAIN RISERS ARE |
| | IDENTIFIED AS NORTH & SOUTH ( POINTS OF COMPASS) AND SO |
| | ARE THE SANITARY PLAN VIEW DRAWINGS AND RISERS. IF |
| | POSSIBLE, LIST THE SECTORS ON THE RISER DIAGRAMS THAT |
| | ARE AFFECTED BY EACH RISER. IT IS EXTREMELY DIFFICULT |
| | TO LOCATE THE AREAS ON THE RISERS.WPB AMEND. TO FBC |
| | SEC. 107.2.1. |
| | |
| | **NOTE: DUE TO THE SANITARY RISERS BEING INCOMPLETE AND |
| | THE STORM DRAIN RISERS BEING DIFFICULT TO REVIEW AND |
| | OTHER DEFICIENCIES, A THOROUGH REVIEW COULD NOT BE |
| | ACCOMPLISHED AND THEREFORE MAY RESULT IN ADDITIONAL |
| | COMMENTS BEING GENERATED UPON RE-SUBMITTAL AND |
| | RE-REVIEW OF THE REVISED PLANS. DUE TO THE TIME |
| | SENSITIVITY OF THIS PROJECT, A MEETING WITH ME TO |
| | REVIEW THE DEFICIENCIES MAY BE IN THE BEST INTEREST TO |
| | ALL PARTIES INVOLVED. |
| | |
| | THESE COMMENTS ARE NOT ALL INCLUSIVE OF ALL OF THE |
| | DEFICIENCIES OF THESE PLANS, BUT ONLY FOR THE |
| | INFRASTRUCTURE. ADDITTIONAL PLAN REVIEW COMMENTS WILL |
| | BE GENERATED AT THE NEXT REVIEW DUE TO THE |
| | INCOMPLETENESS OF THE DRAWINGS. |
| | |
| | PLUMBING PLAN REVIEW |
| | TIM LARGE |
| | CHIEF PLUMBING INSPECTOR |
| | 561-805-6692 |
| | [email protected] |
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