| Date |
Text |
| 2015-11-03 12:38:08 | 1) SHT.A0.02 - SUBMIT INFORMATION AS TO HOW THE |
| | PLUMBING FIXTURE COUNT FOR ALL THE AREAS OTHER THAN THE |
| | CONCOURSE AND FIELD WAS CALCULATED. THE NUMBER OF |
| | REQUIRED PLUMBING FIXTURES ON THE CHART ON SHT.A0.02 |
| | DOES NOT APPEAR TO CORRELATE WITH TABLE 403.1 OF 2014 |
| | FBC-PLUMBING FOR AN A-5 OCCUPANCY AS CLASSIFIED ON THE |
| | PLANS. HOW DID YOU ARRIVE AT THE REQUIRED NUMBER OF |
| | FIXTURES? |
| | 2) SHT.A0.02 - CLARIFY THE FOOTNOTES WITH THE SINGLE, |
| | DOUBLE AND TRIPLE ASTERISKS AT THE BOTTOM OF THE |
| | FIXTURE COUNT CHART.( THE EXCEPTION IN SEC. 410.1 IN |
| | THE PLUMBING CODE REGARDING THE REQUIREMENT FOR |
| | DRINKING FOUNTAINS APPLIES TO RESTAURANTS, AN A-2 |
| | OCCUPANCY AND IS NOT APPLICABLE HERE .) |
| | 3) SHT. A0.02 - CLARIFY FOOTNOTE #1 REGARDING THE |
| | OBSERVATION TOWER FIXTURES. |
| | 4) PLACE A NOTE ON THE IRRIGATION PLANS THAT THE |
| | REQUIRED RAIN SENSORS ARE LOCATED AT THE CONTROLLERS AS |
| | THAT IS WHERE I ASSUME THEY WILL BE. IF NOT, SHOW THE |
| | LOCATION OF THE RAIN SENSORS ON THE IRRIGATION PLANS. |
| | FL. STATUTE 373.62. |
| | 5) SHT. A8.11 - DETAILS #01 & #08, SHT.A8.21 - DETAIL |
| | #01 & SHT.A8.31 DETAIL #01 REFER TO AN OIL |
| | SEPARATOR.SUBMIT A DETAIL OF THE OIL INTERCEPTOR THE |
| | INTERCEPTOR SHALL COMPLY WITH 2014 FBC-PLUMBING |
| | SECS.1003.4 THRU 1003.4.2.1. |
| | 6) LINT INTERCEPTORS SHALL COMPLY WITH 2014 |
| | FBC-PLUMBING SEC.1003.6. PROVIDE A DETAIL AND SIZING |
| | CALCULATIONS FOR THE LINT INTERCEPTORS. WPB AMEND. TO |
| | FBC SEC. 107.2.1, 107.3.5.1.3. |
| | 7) 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. |
| | 8) 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. |
| | 9) INDICATE THE MINIMUM PITCH OF THE HORIZONTAL STORM |
| | DRAINS. NOTE # 34 ON SHT. P0.01 STATES THAT ALL STORM |
| | MUST SLOPE A MINIMUM OF 1/8". AT AN 1/8" PITCH THERE |
| | ARE QUITE A FEW AREAS THAT THE PIPE IS UNDERSIZED. TO |
| | COMPLY WITH TABLE 1106.3 OF THE FPC THE MINIMUM PITCH |
| | OF SOME AREAS SHALL BE 1/4" IF NOT MORE. THE SPECIFIC |
| | PITCH OF THE PIPE FOR THE STORM DRAINAGE SYSTEM SHALL |
| | BE NOTED ON THE PLANS FOR THE SQUARE FOOTAGE .WPB |
| | AMEND. TO FBC SEC. 107.2.1. |
| | 10) PLUMBING UNDERSLAB DRAWINGS - THESE DRAWINGS ARE |
| | SEVERELY INCOMPLETE AND A THOROUGH AND COMPREHENSIVE |
| | REVIEW COULD NOT BE PERFORMED. THERE ARE STORM AND |
| | SANITARY LINES THAT START AND STOP AND GO NOWHERE, DO |
| | NOT SHOW CONTINUATION POINTS, PIPE SIZES DO NOT MATCH |
| | BETWEEN PLANS, PIPE SIZES ARE SHOWN AND THERE IS NO |
| | PIPE AND IS IMPOSSIBLE TO FIGURE OUT WHAT IS GOING |
| | WHERE IN AREAS.THERE ARE JUST TOO MANY DEFICIENCIES TO |
| | LIST.SUBMIT 100% COMPLETE UNDERSLAB DRAWINGS FOR |
| | REVIEW.WPB AMEND. TO 2014 FBC SEC. 107.2.1, |
| | 107.3.5.1.3. |
| | 11) SANITARY RISER DRAWINGS. SEE THE COMMENT FOR THE |
| | UNDERSLAB DRAWINGS. PIPE SIZES ARE MISSING, VENTS ARE |
| | MISSING, FIXTURES ARE NOT IDENTIFIED, PIPES GO NOWHERE, |
| | ETC., ETC.LOOK AT THE DRAWINGS AND YOU WILL SEE THE |
| | ENORMOUS DEFICIENCIES.THERE ARE TOO MANY TO LIST.THE |
| | DRAWINGS ARE SEVERELY INCOMPLETE AND A THOROUGH AND |
| | COMPREHENSIVE REVIEW COULD NOT BE PERFORMED. SUBMIT |
| | 100% COMPLETE RISER DIAGRAMS FOR REVIEW. WPB AMEND. TO |
| | 2014 FBC SEC. 107.2.1, 107.3.5.1.3. |
| | 12) SHT. P5.301 - NOTE # 5 - IT APPEARS THE VERTICAL |
| | LEADERS AND CONDUCTORS HAVE BEEN SIZED IN ACCORDANCE |
| | WITH TABLE 1106.3 OF THE FLORIDA PLUMBING CODE BASED ON |
| | THE SQUARE FOOTAGE LISTED WHICH APPLIES TO HORIZONTAL |
| | STORM DRAIN PIPING.TABLE 1106.2 (1) MAY BE USED FOR |
| | SIZING VERTICAL CONDUCTORS AND LEADERS. JUST AN FYI. |
| | 13) STORM DRAINAGE DRAWINGS - SHTS.P5.301 & P5.302 - |
| | PIPE SIZES MISSING, RISERS NOT IDENTIFIED, INCORRECT |
| | SIZING, INCOMPLETE PLANS, NO DETAILS FOR INTERCEPTORS, |
| | NO RISER DIAGRAM FOR OVERFLOW DRAINAGE SYSTEM, ETC., |
| | ETC.. AGAIN, THESE DRAWINGS ARE SEVERELY INCOMPLETE AND |
| | A THOROUGH AND COMPREHENSIVE PLAN REVIEW COULD NOT BE |
| | PERFORMED. SUBMIT 100 % COMPLETE STORM DRAINAGE PLANS |
| | FOR REVIEW. WPB AMEND. TO 2014 FBC SEC. 107.2.1, |
| | 107.3.5.1.3. |
| | 14) 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. |
| | 15) SHT. P6.01 - NOTE #4 STATES THAT ALARMS ARE |
| | OPTIONAL ON THE STANCOR SYSTEM.WILL THIS SYSTEM BE USED |
| | IN LIEU OF AN OIL SEPARATOR? IF SO, AN APPROVED ALARM |
| | SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH 2014 FPC |
| | SEC.1003.4 EXCEPTION. CLARIFY. IF THE STANCOR SYSTEM IS |
| | BEING USED SUBMIT THE MANUFACTURER'S SPECIFICATION |
| | SHEETS FOR REVIEW. WPB AMEND. TO FBC SEC. 107.2.1. |
| | 16) SHT. H1.00 - SEC. 1.02 - REQUIREMENTS - DELETE THE |
| | REFERENCE TO THE INTERNATIONAL BUILDING CODE AND INSERT |
| | THE 2014 FLORIDA BUILDING CODE. |
| | 17) SUBMIT THE SITE DRAINAGE PLANS FOR REVIEW. WPB |
| | AMEND. TO FBC SEC. 107.2.1. |
| | 18) SUBMIT A DETAIL FOR THE ROOF AND OVERFLOW DRAINS. |
| | WPB AMEND. TO FBC SEC. 107.2.1. |
| | 19) ALL DOWNSPOUTS DISCHARGING TO THE GROUND SHALL |
| | DISCHARGE A MINIMUM OF ONE FOOT FROM THE BUILDING WALL |
| | PER THE 2014 FBC SEC.1503.7. |
| | 20) THE MINIMUM RAINFALL RATE THAT THE STORM DRAINAGE |
| | SYSTEM SHALL BE DESIGNED ON IS 5 INCHES PER 2014 |
| | FBC-PLUMBING SEC. 1106.1. ( THERE IS NO 4.5 INCH |
| | RAINFALL RATE LISTED IN THE SIZING TABLES.) |
| | |
| | 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] |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
| | |
