| Date |
Text |
| 2015-12-26 07:33:20 | **** THE FOLLOWING COMMENTS ARE A LIST OF PROVISOS THAT |
| | ARE BEING PLACED ON THE PLUMBING PLANS IN ORDER FOR THE |
| | BUILDING PERMIT TO BE ISSUED. THIS IS NOT AN APPROVAL |
| | THAT THE PLUMBING PLANS ARE IN COMPLIANCE WITH THE 2014 |
| | FLORIDA PLUMBING CODE. THE PLUMBING PERMIT SHALL NOT BE |
| | ISSUED UNTIL THE PLUMBING PLANS HAVE BEEN REVISED, |
| | SUBMITTED, REVIEWED AND APPROVED IN COMPLIANCE WITH THE |
| | PLUMBING CODE AND ALL OF THE PLAN REVIEW COMMENTS. |
| | |
| | TIM LARGE |
| | CHIEF PLUMBING INSPECTOR |
| | |
| | |
| | 1) THE DRAINAGE FROM THE KITCHEN ( RM.#11234-MILB |
| | KITCHEN) SHALL DRAIN THROUGH A GREASE INTERCEPTOR.SHOW |
| | THE SIZE AND LOCATION. |
| | 2) THERE ARE FULLY OPERATIONAL KITCHENS IN THIS |
| | FACILITY. UNDER THE FIXTURE GREASE TRAPS WILL NOT BE |
| | PERMITTED IN THESE AREAS OR ANY AREA WHERE THERE IS |
| | COOKING AREAS THAT GENERATE GREASE. THE AREAS THAT WILL |
| | BE USING THE GREASE TRAPS UNDER THE FIXTURE SHALL BE |
| | CLEARLY IDENTIFIED ON THE PLANS AND THIS WILL BE |
| | REVIEWED ON A CASE BY CASE BASIS. SEE ALSO SHT. A2.122 |
| | (RM. # 12209 & 12205 - CONCESSION COMMISSARY & |
| | CONCESSION). 2014 FBC PLUMBING SEC.1003.1, 1003.2. |
| | 3) SHT.P2.100 & SHT.P2.101 - THESE TWO SHEETS THAT WERE |
| | UPLOADED ON 12/23/15 ARE THE SAME SHEET (SHT.P2.101). |
| | THERE IS NO SHT. P2.100. UPLOAD SHT. P2.100 FOR REVIEW. |
| | WPB AMEND. TO FBC SEC. 107.2.1. |
| | 4) IT IS EXTREMELY DIFFICULT TO LOCATE THE CONTINUATION |
| | OF THE PLUMBING LINES FROM SHEET TO SHEET EVEN WITH |
| | MATCH LINES. WITHOUT COLUMN/GRID LINES, IT IS EXTREMELY |
| | DIFFICULT TO PINPOINT AREAS OF DEFICIENCIES IF |
| | APPLICABLE. IF POSSIBLE, PLEASE PROVIDE THIS ON THE |
| | PLANS. WPB AMEND. TO FBC SEC. 107.2.1. |
| | 5) SHT. P2.102 - UPPER LEFT SIDE OF DRAWING SHOWS AN |
| | 18" STORM DRAIN WITH 50,356 SQ. FT. AND CONTINUING ON |
| | SHT. P2.104 WITH A SQUARE FOOTAGE OF 48,788 THEN |
| | INCREASES TO 56,551 - CLARIFY. |
| | 6) SHT. SHT. P2.104 NOTE #1 - CLEARLY IDENTIFY THE 24 |
| | INCH STORM DRAIN BY CLOUDING ON SHT. C6.03.I COULD NOT |
| | FIND THIS DRAIN ON SHT. C6.03. DO THE SAME WITH THE |
| | OTHER 24 INCH STORM DRAINS SHTS.P5.301 & P5.302. |
| | 7) SHT. P2.105 - INDICATE THE CONTINUATION/TERMINATION |
| | POINT OF THE 6 INCH FORCE MAIN NEAR THE BOTTOM OF THE |
| | DRAWING BY GRID LINE 01.WPB AMEND. TO FBC SEC. 107.2.1. |
| | 8) SHT. P2.105 - PROVIDE A MATCH LINE ON THE RIGHT SIDE |
| | OF THE DRAWING. WPB AMEND. TO FBC SEC. 107.2.1. |
| | 9) SHT. P2.109.4 - CLEARLY IDENTIFY WHICH PLAN IS |
| | 1/P2.109.4 AND WHICH ONE IS 2/P2.109.4.WPB AMEND. TO |
| | FBC SEC. 107.2.1. |
| | 10) SHT. P2.109.3 - CLEARLY IDENTIFY WHICH PLAN IS |
| | 1/P2.109.3 AND WHICH ONE IS 2/P2.109.3.WPB AMEND. TO |
| | FBC SEC. 107.2.1. |
| | 11) SHT. P2.109.4 SHOWS A 15" STORM DRAIN WITH 39,544 |
| | SQ. FT. AND SHT. P2.106 SHOWS THE SAME 15" LINE WITH |
| | 44,748 SQ. FT.CHECK THE SQUARE FOOTAGE CALCULATION WITH |
| | THE ADDED 6" LINE. |
| | 12) SHT. P2.107 - THERE IS NO MATCH LINE ON THE RIGHT |
| | SIDE OF THE DRAWING. PLEASE IDENTIFY THE LOCATION OF |
| | THE 24" STORM SEWER ON SHT.C6.01 BY CLOUDING. I COULD |
| | NOT LOCATE THIS LINE ON THE PLAN. |
| | 13) SHT.P2.108 - NOTE #1 REFERS TO SHT. C7.01 FOR |
| | CONTINUATION OF THE 6" SANITARY LINE. I COULD NOT |
| | LOCATE THIS LINE ON SHT.C7.01. PLEASE IDENTIFY BY |
| | CLOUDING.WPB AMEND. TO FBC SEC. 107.2.1. |
| | 14) SHT. P2.109 - THERE IS NO MATCH LINE AT THE BOTTOM |
| | OF THE DRAWING. PROVIDE MATCH LINE. |
| | 15) SHT. P2.109-THE LEFT SIDE OF THE DRAWING REFERS TO |
| | SHT.P1.04 . THERE IS NO SUCH DRAWING IN THE SET AND |
| | SHT. P2.104 DOESN'T CORRELATE WITH THIS SHEET. CLARIFY. |
| | 16) SHT. P2.109.1 - THE TOP OF THE DRAWING REFERS TO |
| | SHT.1/P2.109.1. THIS IS THE SAME DRAWING, HOW CAN IT BE |
| | A MATCH LINE. CLARIFY. |
| | 17) SHT.P2109.2 - THE BOTTOM OF THE DRAWING REFERS TO |
| | SHT.P2.100. THIS SHEET IS NOT IN THIS SUBMITTAL. |
| | CLARIFY. |
| | 18) SHT.P2.109.3 - THE UPPER RIGHT SIDE OF THE PLAN |
| | REFERS TO SHT. P2.109.2 FOR CONTINUATION OF 8" STORM |
| | DRAIN AND THE BOTTOM OF SHT. REFERS TO SHT. P2.100. |
| | CLARIFY. |
| | 19) SHT. P2.109.3 - THE RIGHT SIDE OF THE LOWER PLAN |
| | REFERS TO MATCH LINE P2.101. SHT. P2.101 DOES NOT |
| | CORRELATE WITH P2.109.3. CLARIFY. |
| | 20) SANITARY RISERS ARE STILL INCOMPLETE. VENTS AND |
| | SANITARY LINES STOP AND START AND JUST END WITH NO |
| | CONTINUATION POINTS IDENTIFIED. SUBMIT EXPANDED RISERS |
| | FOR REVIEW.IT IS EXTREMELY DIFFICULT TO PERFORM A |
| | COMPREHENSIVE REVIEW. |
| | 22) CLEANOUTS ARE REQUIRED IN THE BASE OF SOIL AND |
| | WASTE STACKS. 2014 FBC-PLUMBING SEC.708.3.4. |
| | 23) NUMEROUS AREAS OF THE THE UNDERSLAB PIPING IS NOT |
| | SIZED.NUMEROUS SECTIONS OF THE VENTING SYSTEM IS NOT |
| | SIZED. |
| | 24) VENTS OTHER THAN STACK VENTS OR VENT STACKS |
| | EXCEEDING 40 FEET IN DEVELOPED LENGTH SHALL BE |
| | INCREASED BY ONE NOMINAL PIPE SIZE FOR THE ENTIRE |
| | DEVELOPED LENGTH OF THE VENT PIPE PER 2014 FBC |
| | SEC.906.2. |
| | 25) SUBMIT 100% COMPLETE SANITARY RISERS FOR REVIEW. |
| | WPB AMEND. TO FBC SEC. 107.3.5.1.3. |
| | 26) THE LINT INTERCEPTOR HAS A CAPACITY OF 125 GALS. |
| | AND THE CALCULATED MAXIMUM FLOW IS 135 GPM. PLEASE |
| | EXPLAIN HOW THE INTERCEPTOR WILL HANDLE THE FLOW IF ALL |
| | EXTRACTORS ARE USED AT THE SAME TIME. |
| | 27) WHERE IS THE DETAIL FOR THE GREASE INTERCEPTOR? |
| | THERE IS NO DETAIL ON P6.03 AS NOTED IN THE NARRATIVE |
| | RESPONSE. |
| | 28) MOST OF THE SANITARY RISER DIAGRAMS DO NOT SHOW ANY |
| | PIPING TO THE GREASE INTERCEPTORS.SHT.P5.203 SHOWS SOME |
| | PIPING TO ONE OF THE INTERCEPTORS BUT IT JUST DOESN'T |
| | APPEAR TO MEET CODE,IIT IS DIFFICULT TO MAKE ANY |
| | DETERMINATION. SOME PIPING IS SHOWN BYPASSING THE |
| | INTERCEPTOR WITH NO INDICATION WHAT THE PIPING IS FOR. |
| | 29) THE VENT, SOIL AND WASTE STACKS SHALL BE PROPERLY |
| | IDENTIFIED WITH AN ALPHA OR NUMERICAL LABEL. |
| | IDENTIFYING THE RISERS AS TO LOCATION SUCH AS "TO |
| | CLUBHOUSE LEVEL" OR "CONCOURSE LEVEL" MAKES IT |
| | EXTREMELY DIFFICULT TO FOLLOW THESE RISERS.WPB AMEND. |
| | TO FBC SEC. 107.2.1. |
| | 30) SHT. P5.204 - NOTE #5 REFERS TO SHT. C7.04 FOR |
| | LOCATION & CONTINUATION OF 4" LINE TO SAND/OIL |
| | SEPARATOR. PLEASE IDENTIFY THE LOCATION OF THIS |
| | INTERCEPTOR ON THE DRAWING BY CLOUDING AS I COULD NOT |
| | LOCATE IT. |
| | 31) SHT. C7.04 SHOWS A 750 GAL. EXTERIOR GREASE |
| | INTERCEPTOR NEAR THE WASHINTON NATIONALS CLUBHOUSE. |
| | INDICATE WHAT THIS GREASE INTERCEPTOR IS FOR AND SUBMIT |
| | SIZING CALCULATIONS PER 2014 FBC SEC.1003.2. |
| | 32) A SAMPLING PORT IS REQUIRED DOWNSTREAM OF ALL |
| | GREASE INTERCEPTORS PER CWPB ENGINEERING DEPT. STANDARD |
| | DRAWING GS-7, GS-7.1. HTTP://WPB.ORG/ENGINEERING/WP-CON |
| | TENT/UPLOADS/SITES/7/2012/05/GS-7-AND-7_1.PDF |
| | 33) SHT. P5.203.1 - IDENTIFY THE SECOND INTERCEPTOR ON |
| | THE RISER ( LINT OR GREASE). |
| | 34) SUBMIT DETAILS/SPECIFICATIONS FOR GREASE |
| | INTERCEPTOR GI-1.WPB AMEND. TO FBC SEC. 107.2.1. |
| | 35) SHT. P2.100 SHOWS 6" FS-1 CONNECTING TO THE STORM |
| | SYSTEM. WHAT IS THIS? THE FIXTURE TYPE IS NOT SHOWN ON |
| | ANY OF THE SCHEDULES. CLARIFY. |
| | 36) SHT.P2.102 - THERE ARE DISCREPANCIES WITH THE |
| | SQUARE FOOTAGE SHOWN ON THE 15" STORM DRAIN ON THE PLAN |
| | VIEW AND THE STORM DRAIN SHOWN ON THE RISER ON |
| | SHT.P5.302.4. THE 15" STORM DRAIN ALONG GRID LINE NE |
| | SHOWS 45,262 SQ. FT. THEN REDUCING TO 44,261 SQ. FT. |
| | THEN THE SQUARE FOOTAGE INCREASING AGAIN. CLARIFY. |
| | 37) SOME OF THE SECTORS SHOWN IN THE KEY PLANS ARE |
| | IDENTIFIED BY LETTERS ONLY AND SOME ARE IDENTIFIED BY |
| | LETTERS AND NUMBERS. THIS MAKES IT VERY DIFFICULT TO |
| | LOCATE THE CORRECT RISERS WHICH IS NOT AN EASY |
| | TASK.PLEASE CORRELATE THE IDENTIFICATION OF THE SECTORS |
| | WITH THE RISERS.WPB AMEND. TO FBC SEC. 107.2.1. |
| | 38) SHT.P2.105 - THERE IS A 15" STORM DRAIN THAT RUNS |
| | NORTH & SOUTH; AT THE DOUBLE WYE THE PLAN VIEW SHOWS AN |
| | 8" LINE BRANCHING TO THE LEFT WITH 4591 SQ. FT. SHT. |
| | P5.302.1 APPEARS TO SHOW THIS LINE AS A 6" LINE. |
| | CLARIFY. |
| | 39) SHT. P5.301.2 - THE STORM DRAIN RISER SHOWS 2 |
| | SEPARATE DISCHARGE POINTS FOR THE SAME LINE. THIS IS |
| | ALSO CONFUSING ON THE PLAN DRAWING SHT. P2.106. |
| | CLARIFY. |
| | 40) SHT. P5.301.2 - THE STORM RISER SHOWS BRANCHES FROM |
| | THE STORM DRAIN BUT THEY ARE NOT SHOWN ON THE PLAN VIEW |
| | SHT. P2.106. SEE NUMBERED NOTES # 3, # 4 & # 6. SHOW |
| | THE CONNECTIONS TO THE STORM DRAIN ON THE PLAN VIEW. |
| | 41) SHT. P5.301.2 - CLEARLY IDENTIFY THE CONTINUATION |
| | POINTS ON THE RISER FROM THE RISERS ON P5.301.1 ( SEE |
| | NOTE ON P5.301.1 FOR NOTE THAT REFERS TO SHT. |
| | P5.301.2.) |
| | 42) SHT. P5.301 - CLEARLY IDENTIFY THE CONTINUATION |
| | POINTS FROM THE RISERS ON SHT. P5.301.2. |
| | 43) SHT. P5.301.1 - CLEARLY IDENTIFY THE CONTINUATION |
| | POINTS FROM THE RISERS ON SHT. P5.301.2. |
| | 44) P5.301.1 - THE 8" STORM DRAIN BETWEEN GRID LINES |
| | AE/AD -BRANCHES ARE SHOWN ON THE RISER BUT NOT SHOWN ON |
| | THE PLAN VIEW ON SHT. P2.109.CLARIFY. |
| | 45) SHT. P5.301.1 - CHECK THE SQUARE FOOTAGE OF THE |
| | STORM DRAIN AND RISERS AGAINST THE PLAN VIEW ON SHT. |
| | P2.108. THERE ARE DISCREPANCIES IN THE SQUARE FOOTAGES. |
| | 46) SHT. P2.108 - THE PLAN SHOWS A 10" LINE WITH 18,078 |
| | SQ. FT.AND THE RISER ON SHT. P5.301.1 SHOWS A 12" STORM |
| | DRAIN. THE LINE IS UNDERSIZED AT 10". THERE ARE ALSO |
| | DISCREPANCIES IN THE SQUARE FOOTAGE OF THE STORM DRAIN |
| | AND RISERS. |
| | 47) IF THE UNDERGROUND GAS IS GOING TO BE INSTALLED |
| | UNDER THIS PERMIT, A COMPLETE GAS DRAWING SHALL BE |
| | SUBMITTED FOR REVIEW. WPB AMEND. TO FBC SEC. |
| | 107.3.5.1.3. CLARIFY. |
| | 48) SHT.IR1.00 - ALL THE NOTES ON THE PLAN ARE |
| | ILLEGIBLE. THE RESPONSE NARRATIVE REFERS TO COMMENT |
| | RESPONSE LETTERS FOR ADDITIONAL INFORMATION. THERE ARE |
| | NO RESPONSE LETTERS FOR THIS ITEM. CLARIFY.2ND REQUEST. |
| | 49) THERE ARE STILL PLUMBING SHEETS THAT STATE " REFER |
| | TO ARCHITECTURAL PLANS" OR "REFER TO CIVIL PLANS FOR |
| | CONTINUATION." SPECIFY THE SHEET FOR REVIEW IN LIEU OF |
| | THIS GENERAL STATEMENT. |
| | 50) PROVIDE THE ROOM NUMBERS OF THE AREAS ON THE THE |
| | UNDERSLAB PLUMBING DRAWINGS. NOT ALL THE SHEETS HAVE |
| | THE ROOM NUMBERS ON THEM. THIS WILL HELP EXPEDITE THE |
| | PLAN REVIEW BY PINPOINTING LOCATIONS OF DEFICIENCIES IF |
| | APPLICABLE.. |
| | 51) SHEETS P5.204 & P5.205 - THE FLOOR DRAINS CONNECTED |
| | TO THE OIL/WATER SEPARATOR ARE STILL NOT VENTED.2014 |
| | FBC SEC. 901.2.1. |
| | 52) THE FOLLOWING ITEMS ARE REQUIRED FOR A GAS REVIEW: |
| | GAS PERMIT APPLICATION REQUIREMENTS |
| | |
| | 1. SUBMIT AN ISOMETRIC DRAWING THAT CLEARLY SHOWS THE |
| | LENGTH OF ALL CUT SECTIONS OF PIPE PER 2014 FBC-FUEL |
| | GAS, SECS. 402.4.1, 402.4.2. OR 2014 FBC-RES SEC. |
| | G2413. |
| | |
| | 2. SHOW THE TYPE OF PIPE MATERIAL BEING INSTALLED, ALL |
| | PIPE SIZES, AND THE CORRESPONDING EHD NUMBER OF THE |
| | CORRUGATED STAINLESS STEEL TUBING FOR EACH PIPE SIZE. |
| | WPB AMENDMENTS TO FBC SEC.107.2.1. |
| | |
| | 3. TYPE OF GAS (LP OR NATURAL). |
| | |
| | 4. BTU LOAD OF EACH APPLIANCE AND THE TOTAL BTU LOAD ON |
| | THE SYSTEM. REFER TO THE 2014 FBC-FUEL GAS SECS.401.8 |
| | THRU 402.6.1 AND TABLES 402.4 (1) THRU 402.4 (37) OR |
| | 2014 FBC-RES. SEC. G2413. |
| | |
| | 5. SHOW THE DISTANCE FROM THE POINT OF DELIVERY, (METER |
| | OR MP REGULATOR) TO THE MOST REMOTE OUTLET IN THE |
| | BUILDING AND / OR SYSTEM PER THE 2014 FBC-FUEL GAS |
| | SEC.402.4.1 OR 2014 FBC-RES. SEC. G 2413.3. |
| | |
| | 6. SUBMIT CALCULATIONS FOR COMBUSTION AIR PER THE 2014 |
| | FBC-FUEL GAS CODE SEC.304.1 OR 2014 FBC-RES. SEC. G |
| | 2407. |
| | |
| | 7. INDICATE THE DELIVERY PRESSURE (PSI) OF THE SYSTEM |
| | ON THE PLAN PER 2014 FBC-FUEL GAS SEC.402.2 OR FBC RES. |
| | SEC. G2413.2. . |
| | |
| | 8. SUBMIT A DETAIL SHOWING THE TYPE, LOCATION, SIZE AND |
| | TERMINATION OF THE GAS VENTS PER 2014 FBC-FUEL GAS |
| | SECS. 502 THRU 505. OR 2014 FBC-RES. SEC.G2426. |
| | |
| | 9. SUBMIT MANUFACTURER?S SPECIFICATION SHEETS / |
| | INSTALLATION MANUAL FOR ALL GAS EQUIPMENT TO VERIFY |
| | COMPLIANCE WITH STANDARDS NFPA 54, NFPA 58, AND |
| | FBC-2014 FUEL GAS CODE SEC. 402.2, AND 301.3 OR 2014 |
| | FBC-RES. SEC. G2404.3. GAS APPLIANCES SHALL BE LISTED |
| | AND LABELED. |
| | |
| | 10. CLEARLY SHOW THE LOCATION AND CAPACITY OF LP |
| | TANK(S), TYPE OF TANK ( DOT OR ASME ), THE DISTANCE OF |
| | THE TANK FROM THE EXTERIOR BUILDING WALL AND ADJACENT |
| | PROPERTY LINES, THE DISTANCE OF THE TANK FROM ALL |
| | SOURCES OF IGNITION, OTHER CONTAINERS, BUILDINGS, AND |
| | THE LOCATION OF ANY BUILDING OPENINGS BELOW THE RELIEF |
| | VALVE OF THE TANK PER NFPA 58, TABLE 3-2.2.2. |
| | |
| | 11. CLEARLY INDICATE ON THE PLAN IF THE LP TANK IS |
| | ABOVE GROUND OR BELOW GROUND, AND SHOW THE METHOD OF |
| | REQUIRED PROTECTION FOR THE LP TANK AND APPURTENANCES |
| | PER NFPA 58. IF THE TANK IS BELOW GROUND IT SHALL BE |
| | ANCHORED PER NFPA 58 SEC.3-2.2.7 (H). IF ABOVE GROUND, |
| | THE TANK SHALL BE SECURELY ANCHORED TO WITHSTAND 170 |
| | MPH ULT WIND LOAD PER THE FLORIDA BUILDING CODE. |
| | |
| | 12. EMERGENCY HOOD SHUT DOWN SHUT OFF VALVE SHALL BE |
| | BELOW THE CEILING. THE MANUAL SHUTOFF VALVE SHALL BE |
| | UPSTREAM. UNION TO BE DOWN STREAM OF MANUAL VALVE. |
| | |
| | ANY QUESTIONS REGARDING THESE REQUIREMENTS MAY BE |
| | REFERRED TO THE CHIEF PLUMBING INSPECTOR AT |
| | 561-805-6692. |
| | |
| | ***NOTE - DO NOT SUBMIT REVISED DRAWINGS UNTIL AN |
| | PERSON MEETING IS ARRANGED WITH THE DESIGN PROFESSIONAL |
| | OF RECORD AND THE CHIEF PLUMBING INSPECTOR TO REVIEW A |
| | 1005 COMPLETE SET OF PRINTED PLUMBING DRAWINGS THAT |
| | HAVE ADDRESSED EACH PLAN REVIEW COMMENT.WPB AMEND. TO |
| | FBC SEC. 107.2.1. & 107.2.1.4. |
| | |
| | PLUMBING PLAN REVIEW |
| | TIM LARGE |
| | CHIEF PLUMBING INSPECTOR |
| | 561-805-6692 |
| | [email protected] |
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