| Date |
Text |
| 2007-07-05 18:57:39 | DENIED |
| | REFERENCE: FBC-2004 PLUMBING |
| | FBC-2004 BUILDING |
| | FBC-2004 CHAPTER 1 |
| | FBC-2004 CHAPTER 11 |
| | WEST PALM BEACH MUNICIPAL CODE |
| | FLORIDA ADMINISTRATIVE CODE |
| | FLORIDA STATUTES |
| | |
| | 1. ALL SHEETS WITH B/R/R ARCHITECTURE SHALL HAVE THE |
| | FIRM LICENSE NUMBER, (CERTIFICATE OF AUTHORIZTION), IN |
| | THE TITLE BLOCK OF EACH SHEET AS WELL AS THE PRINTED |
| | NAME OF THE PERSON SEALING THE DOCUMENT. FAC |
| | 61G1-16.004(2)(6) & FS 481.219, 481.2055. THE NUMBER |
| | SHOWN DOES NOT REFLECT THE NUMBER ON THE FLORIDA STATE |
| | DBPR WEBSITE. (SEE ATTACHED SHEET). |
| | |
| | 2. SHT SP2.1 DETAILS 12 & 14 INDICATE DRAINAGE WORK BY |
| | BUILDING CONTRACTOR. THIS IS NOT IN THE SCOPE OF THE |
| | BUILDING CONTRACTOR, AND THE WORK SHALL BE BY THE |
| | PLUMBING CONTRACTOR. FS 489. PLEASE CHANGE REFERENCE IN |
| | DETAILS. |
| | |
| | 3. SHT P2 DETAILS 5 & 6 SHOW THE SLOPE TO THE DRAIN. |
| | DETAIL 7B SHOWS NO DRAIN. PLEASE CLARIFY. SECTION |
| | 106.1.1 |
| | |
| | 4. SHT A4 SUBMIT CALCULATIONS FOR PRIMARY & SECONDARY |
| | ROOF DRAINS. SHOW THE SQUARE FOOTAGE AREA FOR EACH |
| | DRAIN AS WELL AS 1/2 AREA OF ALL VERTICAL WALLS |
| | INCLUDING PARAPETS AND ANY AREA FROM ROOFS THAT DRAIN |
| | ONTO THE ROOF FROM ABOVE. SECTIONS 1106 & 1107 WITH ALL |
| | SUBSECTIONS AND TABLES. |
| | |
| | 5. SHT A5.2 DETAIL 1 PHOTO LAB PLAN. SUBMIT THE MANUF |
| | SPECIFICATION SHEET FOR THE EYE WASH. SECTION 106.1.2. |
| | LISTING/APPROVAL REQUIRED PER SECTION 303. |
| | |
| | 6. A NEUTRALIZER TANK MAY BE REQUIRED FOR THE PHOTO |
| | LAB. PLEASE CONTACT THE UTILITY DEPT. ENVIRONMENTAL |
| | COMPLIANCE DIVISION. CONTACT RODNEY COMPO, (561) |
| | 822-2272, E-MAIL [email protected], OR CALVIN WILLIAMS |
| | (561) 822-2284, E-MAIL [email protected], OR FAX THEM |
| | (561) 822-2297. CITY CODE ARTICLE III SECTION 90-125. |
| | |
| | 7. SHT A5.6 DETAILS 1, 3, 5 & 10 ARE SHOWING THE W/C |
| | 1'7" OFF THE WALL TO THE CENTERLINE OF THE FIXTURE. THE |
| | CORRECT MEASUREMENT IS 1'6" AS SHOWN IN FIGURE 11-28. |
| | PLEASE CORRECT THE DETAIL WITH THE CORRECT CENTERLINE |
| | MEASUREMENT. |
| | |
| | 8. SHT A5.6 DETAILS 1, 3 & 8 SHOW THE CLEAR FLOOR SPACE |
| | FOR THE LAVS IN THE ACCESSIBLE STALLS PER SECTION |
| | 11-4.19.3. |
| | |
| | 9. SHT A5.6 DETAIL 7. SHOW COMPLIANCE WITH THE |
| | FOLLOWING: |
| | A. 11-4.19.2 CLEARANCE |
| | B. 11-4.19.4 EXPOSED PIPES & SURFACES |
| | C. 11-4.19.5 FAUCETS |
| | |
| | 10. SHT A-9 DETAIL 13. SHOW COMPLIANCE WITH THE |
| | FOLLOWING: |
| | A. 11-4.24.4 SINK DEPTH |
| | B. 11-4.24.5 CLEAR FLOOR SPACE |
| | C. 11-4.24.6 EXPOSED PIPES & SURFACES |
| | D. 11-4.24.7 FAUCETS. |
| | |
| | 11. SHT PH-1 THE WATER CLOSET SHALL BE 1'6" OFF THE |
| | WALL TO THE CENTERLINE OF THE FIXTURE. FIGURE 28. IT IS |
| | SHOWN AS 1'6-1/2". PLEASE CORRECT THE MEASUREMENT TO |
| | THE CENTERLINE OF THE FIXTURE OFF THE WALL. |
| | |
| | 12. SHT GA2 PRODUCE EQUIPMENT LEGEND. SUBMIT MANUF. |
| | SPECIFICATION SHEETS FOR P07 PRODUCE MISTING SYSTEM. |
| | INDICATE HOW IT CONNECTS TO POTABLE WATER SOURCE & |
| | INDICATE BACKFLOW PREVENTION MENTHOD REQUIRED IN |
| | SECTION 608. |
| | |
| | 13. SHT GA2 MISC. GROCERY EQUIPMENT LEGEND. ITEMS #MG07 |
| | & MG08 ARE NOT SHOWN ON THE FLOOR PLAN. PLEASE CLARIFY |
| | AND CORRELATE THE INFORMATION ON THE FLOOR PLAN AND THE |
| | EQUIPMENT LEGEND. |
| | |
| | 14. SHT GA2 SERVICE DELI EQUIPMENT LEGEND #D28. MORE |
| | INFORMATION IS REQUIRED. WHAT TYPE OF FILTER IS IT AND |
| | WHAT DOES IT FILTER? PLEASE CLARIFY. IF THIS IS A WATER |
| | FILTER, THEN IT SHALL MEET THE REQUIREMENTS OF SECTION |
| | 608. PLEASE SUBMIT MANUF. SPECIFICATIONS FOR THE |
| | FILTER. SECTION 106.1.2. |
| | |
| | 15. SHT GA2 BAKERY EQUIPMENT LEGEND ITEM #B28. PLEASE |
| | INDICATE IF THERE IS PIPING FROM THE COMPRESSOR. PLEASE |
| | SUBMIT MANUF. SPECIFICATION SHEETS. SECTION 106.1.2. |
| | |
| | 16. SWA SHEETS. ENGINEERS SHALL LEGIBLY INDICATE THEIR |
| | NAME, ADDRESS, AND LICENSE NUMBER ON EACH SHEET. IF |
| | PRACTICING THROUGH A DULY AUTHORIZED ENGINEERING |
| | BUSINESS. ENGINEERS SHALL LEGIBLY INDICATE THEIR NAME, |
| | AND LICENSE NUMBER, AS WELL AS, THE NAME, ADDRESS AND |
| | CERTIFICATE OF AUTHORIZATION NUMBER OF THE ENGINEERING |
| | BUSINESS ON EACH SHEET. FAC 61G15-23.002(2) & FS |
| | 471.025. |
| | |
| | 17. SWA1 PLANS SHALL BE ROUTED TO THE STATE OF FLORIDA, |
| | DEPT OF BUSINESS REGULATION, DIVISION OF BUSINESSAND |
| | RESTAURANT FOR REVIEW. A MINIMUM OF 3 SETS OF PLANS |
| | SHALL BE REVIEWED AND STAMPED BY DBR AND THE TWO PAGE |
| | "WORKSHEETS" SHALL BE ATTACHED TO THE STAMPED SHEETS |
| | PRIOR TO RESUBMITTING TO THE CITY FOR REVIEW. SECTION |
| | 102.2.1. |
| | |
| | 18. SHTS SWA 1 &2 GENERAL NOTES #2 THE WATER FILTER |
| | SHALL MEET THE REQUIREMENTS OF NSF 42. SUBMIT MANUF. |
| | SPECIFICATIONS SHOWING COMPLIANCE. SECTION 611.1 |
| | |
| | 19. SHT SWMP1 FLOOR DRAIN 3 & FLOOR DRAIN 8. FLOOR |
| | DRAINS ARE NOT APPROVED INDIRECT WASTE RECEPTORS. FLOOR |
| | SINKS AND HUB DRAINS ARE APPROVED PER SECTIONS 802.3 & |
| | 802.3.2. |
| | |
| | 20. SHT P-1 FD1 NEXT TO COL. LINE C/12. PLEASE INDICATE |
| | IF THE FLOOR DRAIN WILL BE USED TO DRAIN THE AQUARIUM. |
| | FLOOR DRAINS ARE NOT APPROVED INDIRECT WASTE RECEPTORS. |
| | A FLOOR SINK OR A HUB DRAIN IS REQUIRED PER SECTIONS |
| | 802.3 & 802.3.2. |
| | |
| | 21. SHT P1 INDICATE THE USE OF THE SAMPLING PORT ON THE |
| | SANITARY BULILING DRAIN AS IT EXITS THE BUILDING. |
| | SECTION 106.1.2. SUBMIT A DETAIL. SECTION 106.1.1. |
| | |
| | 22. SHT P1 CONDENSATE CONNECTION BETWEEN COLS. 10 & 11 |
| | IS NOT SHOWN TO DIRECT WASTE WITH THE FLOW AS REQUIRED |
| | IN SECTION 706.3. PLEASE CORRECT AND SHOW COMPLIANCE |
| | WITH CODE SECTION. |
| | |
| | 23. SHT P1 SHOW THE FOUNDATION PIPING INDICATED ON |
| | DETAIL 14 SHEET P3. SECTION 106.1.1. |
| | |
| | 24. SHT P2 VESTIBULE PLUMBING PLAN BY COL LINE 9 SHOWS |
| | 4" SANITARY U/G CLEANOUT & 3" RISER WITH 3" SLOPED PIPE |
| | IN THE WALL TURNING INTO A VENT. WHAT IS THIS DRAINAGE |
| | - VENT PIPING FOR? WHAT WILL DRAIN INTO THIS 3" LINE? |
| | PLEASE CLARIFY. SECTION 106.1.2.(THIS ALSO IS SHOWN |
| | TWICE AT THE FUTURE BANK). |
| | |
| | 25. SHT P2 WASH MACHINE BRANCH LINE CONNECTION TO THE |
| | BUILDING DRAIN SHALL BE INSTALLED TO GUIDE THE WASTE IN |
| | THE DIRECTION OF FLOW. SECTION 706.3. --THE |
| | BRANCH LINE SHALL BE 3" MINIMUM PER SECTION 406.3 AND A |
| | CLEANOUT IS REQUIRED ON THE STACK MINIMUM 4' ABOVE THE |
| | FLOOR PER SECTION 708.9. PLEASE SHOW COMPLIANCE ON BOTH |
| | THE FLOOR PLAN AND THE DWV RISER DIAGRAM. |
| | |
| | 26. SHT P2 FLOOR PLAN & DWV RISER DIAGRAM SHOWS FLOOR |
| | DRAIN AT WATER HEATERS & ICE MAKER. FLOOR DRAINS ARE |
| | NOT APPROVED FOR INDIRECT WASTE. SECTIONS 802.3 & |
| | 802.3.2. FLOOR SINKS OR HUB DRAINS ARE REQUIRED. |
| | |
| | 27.SHT P2 DWV RISER DIAGRAM DOES NOT REFLECT THE |
| | FLOOR PLAN. THERE IS NO L8 FIXTURE SHOWN IN THE WOMENS |
| | TOILET ROOM ON THE FLOOR PLAN.--THE BRANCH LINE |
| | RUNS TO THE CENTER OF THE MIDDLE LAV & NO 4TH LAV SHOWN |
| | ON THE FLOOR PLAN, BUT SHOWS IT RUNNING TO A L8 & |
| | CONNECTING TO 3 L6 LAVS ON THE RISER. PLEASE CORRELATE |
| | FLOOR PLAN & RISER DIAGRAM. SECTION 106.1.1. |
| | |
| | 28. SHT P2 DWV RISER. EACH LAV REQUIRES A TRAP PER |
| | SECTION 1002.1. THIS IS FOR BOTH MENS & WOMENS TOILET |
| | ROOMS. PLEASE SHOW TRAPS FOR EACH FIXTURE. |
| | |
| | 29. SHT P2 THE VESTIBULE WATER RISER DIAGRAM. SHUT OFF |
| | VALVES ARE REQUIRED ON THE WATER SUPPLY TO EACH HOSE |
| | BIBB IN THE TOILET ROOMS. SECTION 606.2(2). |
| | |
| | 30. SHT P2 DETAIL 3 VESTIBULEDOES NOT REFLECT THE |
| | FLOOR PLAN. TENANT WATER SUPPLY (15.102) IS NOT SHOWN |
| | ON THE RISER.--SHUT OFF VALVES ARE REQUIRED ON THE |
| | SUPPLY LINES TO EACH HOSE BIBB. SECTION 606.2(2). |
| | CORRELATE INFORMATION ON THE FLOOR PLAN AND THE RISER |
| | DIAGRAM. SECTION 106.1.1. |
| | |
| | 31. SHT P3 REAR OFFICE DWV RISER. SEPARATE TRAPS |
| | REQUIRED TO EACH LAV FIXTURE. SECTION 1002.1. PLEASE |
| | SHOW TRAPS TO EACH FIXTURE. |
| | |
| | 32. SHT P3 DETAIL 4 REAR OFFICE DWV RISER DOES NOT |
| | REFLECT THE FLOOR PLAN. ONLY 1 DRINKING FOUNTAIN IS |
| | SHOWN.--MEN & WOMEN ACCESSIBLE LAVS ARE MISSING IN |
| | THE STALLS. FIG 30E. |
| | |
| | 33. SHT P3 DETAIL 3 PHOTO LAV PLUMBING RISERS. FLOOR |
| | DRAIN IS NOT AN APPROVED INDIRECT WASTE RECEPTOR. |
| | SECTIONS 802.3 & 802.3.2.--SHUT OFF VALVES ARE |
| | REQUIRED ON THE SUPPLY LINES TO EACH HOSE BIBB. SECTION |
| | 606.2(2). |
| | |
| | 34. SHT P3 THE GREASE INTERCEPTOR SHALL BE SIZED BY THE |
| | UTILITY DEPT. ENVIRONMENTAL COMPLIANCE DIVISION. |
| | CONTACT RODNEY COMPO, (561) 822-2272, E-MAIL |
| | [email protected], OR CALVIN WILLIAMS (561) 822-2284, |
| | E-MAIL [email protected], OR FAX THEM (561) 822-2297. |
| | CITY CODE ARTICLE III SECTION 90-125. |
| | |
| | 35. SHT P3 SUBMIT MANUF. SPECIFICATIONS ON THE SUMP |
| | PUMP& THE PUMP FOR THE LIFT STATION. PUMPS SHALL BE |
| | LISTED. SECTION 303.4. (DETAILS 13 & 14). |
| | |
| | 36. SHT P3 DETAIL 5 & SHT GP2 WATER DETAIL (1) |
| | DIELECTRIC UNIONS ARE NOT APPROVED FOR WATER SYSTEMS. |
| | DIELECTRIC COUPLINGS CAN BE USED. PLEASE CHANGE DETAIL |
| | REFERENCE. |
| | |
| | 37. SHT MP1 PLEASE CLARIFY WHAT DRAINS INTO FS1 SHOWN |
| | ON FLOOR PLAN. SECTION 106.1.2. |
| | |
| | 38. SHT GP1 FLOOR DRAINS ARE NOT AN APPROVED INDIRECT |
| | WASTE RECEPTOR. SECTIONS 802.3 & 802.3.2. |
| | |
| | 39. SHTS GP1 & GP2 THE SIZE OF THE DRAINAGE PIPING |
| | SHALL NOT BE REDUCED IN SIZE IN THE DIRECTION OF FLOW. |
| | SECTION 704.2. SEE SS LINE AS IT SHOWS 6" BY THE |
| | PRODUCE PREP, THEN 4" UPSTREAM PRIOR TO BREAK TO SHT |
| | GP2 & 4" ON GP2, THEN BACK TO 6" BEFORE THE OFFSET |
| | UPSTREAM.--THE GREASE LINE ON GP1 SHWS 6" AT THE |
| | OFFSET UPSTREAM OF THE PRODUCE PREP, BUT 4" UPSTREAM & |
| | DOWNSTREAM OF THE OFFSET. PLEASE CLARIFY. |
| | |
| | 40. SHOWS 3" VENTS BELOW THE SLAB. THIS IS NOT APPROVED |
| | PER SECTION 905.4. DRY VENTS SHALL NOT BE OFFSET UNTILL |
| | THEY ARE 6" ABOVE THE FLOOD RIM LEVEL OF THE HIGHEST |
| | FIXTURE. |
| | |
| | 41. SHTS GP1 & GP2 PLEASE INDICATE IN THE PLUMBING |
| | SYMBOLS WHAT THE ABBREVIATIONS CMV & VBF STAND FOR. |
| | SECTION 106.1.1. |
| | |
| | 42. SHT GP2 A TWO-WAY CLEANOUT IS REQUIRED AT THE |
| | ENTRANCE TO THE FIRST GREASE INTERCEPTOR. UTILITY |
| | STANDARD FOR GREASE INTERCEPTORS. |
| | |
| | 43. SHT GP2 THE FD-10 JUST OUTSIDE THE MEAT COOLER |
| | SHALL DISCHARGE INTO THE GREASE SYSTEM, NOT THE |
| | SANITARY SYSTEM. |
| | |
| | 44. SHT GP2 DETAIL 4 THE BACKWATER VALVE IS NOT |
| | APPROVED PER SECTION 715.1. DELETE FROM DETAIL AND |
| | FLOOR PLAN. |
| | |
| | 45. SHT GP2 DETAIL 4 THE AIR BREAK IS NOT APPROVED. A |
| | MINIMUM 8" AIR GAP IS REQUIRED PER SECTIONS 802.1.2 & |
| | 802.2.1. PLEASE CORRECT THE DETAIL AND SHOW REQUIRED |
| | AIR GAP. |
| | |
| | 46. SHT GP2 DETAIL 4 SUBMIT THE MANUF SPECIFICATION |
| | SHEETS FOR FS3 AS SHOWN. SPECS SHALL SHOW |
| | LISTING/APPROVAL. SECTION 303. |
| | |
| | 47. SHT GP2 DETAIL 3 DRAIN IS NOT APPROVED. DELETE |
| | DRAIN FROM COMPACTOR DETAIL. THIS IS NOT APPROVED |
| | BECAUSE WE HAVE NO WAYTO REGULATE WHETHER OR NOT THE |
| | WATERTIGHT SEAL WILL BE IN PLACE DURING A RAIN STORM. |
| | STORM WATER IS NOT ALLOWED IN THE SANITARY SEWER PER |
| | MUNICIPAL CODE. ARTICLE III SECTION 90-125(5). |
| | |
| | 48. SHT GP3 ROOF STORM RISER DIAGRAMS. INDICATE THE |
| | ROOF DRAIN SIZE FOR RISER AT COLUMN 8.5 - 9.5/B - K. |
| | SECTION 106.1.1 & TABLE 1106.3. |
| | |
| | 49. SHT GP3 DETAIL 1 GROCERY DWV RISER DIAGRAM, FLOOR |
| | DRAINS ARE NOT APPROVED FOR INDIRECT WASTE RECEPTORS. |
| | SECTION 802.3 & 802.3.2--2 WAY CLEANOUT REQUIRED ON |
| | THE ENTRANCE TO 1ST GREASE INTERCEPTOR.--DELETE |
| | FLOOR DRAIN AT COMPACTOR.--BACKWATER VALVE NOT |
| | APPROVED AT THE DRAIN FROM THE DAIRY COOLER. SECTION |
| | 715.1.--AN AIR GAP IS REQUIRED FOR THE DRAIN FROM |
| | THE DAIRY COOLER. SECTION 802.1.2.--FLOOR DRAIN 10 |
| | AT THE ENTRANCE TO THE MEAT COOLER TO CONNECT TO THE |
| | GREASE SYSTEM, NOT THE SANITARY SYSTEM.--ALL |
| | HORIZONTAL DRY VENTS SHALL COMPLY WITH SECTION 905.4. |
| | (NO OFFSETS GREATER THAN 45 DEGREES UNTIL A MINIIMUM 6" |
| | ABOVE THE FLOOD RIM LEVEL OF THE HIGHEST FIXTURE. |
| | |
| | 50. SHTS GP3 & GP4 SHOWS HOT WATER TO THE HOSE BIBBS. |
| | PLEASE CLARIFY. SECTION 106.1.2. |
| | |
| | 51. SHT GP4 FIXTUREP07 SHOWS A SUPPLY PIPE LEAVING |
| | THE FIXTURE, BUT DOES NOT INDICATE WHERE THE PIPING IS |
| | GOING. PLEASE CLARIFY. SECTION 106.1.1. |
| | |
| | 52. SHT GP4 DETAIL 2 VACUUM RELIEF VALVES ARE REQUIRED |
| | FOR ALL BOTTOM FED WATER HEATERS. SECTION 504.2. SHOW |
| | ON DETAIL. |
| | |
| | 53. SHT GP4 GROCERY PLUMBING EQUIPMENT CONNECTION |
| | SCHEDULE. FIXTURES B36 & MG 21 CAN NOT BE FOUND. PLEASE |
| | CLARIFY AND CORRELATE THE SCHEDULE AND FLOOR PLAN. |
| | SECTION 106.1.1. |
| | |
| | 54. SUBMIT MANUF SPECIFICATION SHEETS FOR THE REVERSE |
| | OSMOSIS FILTER. THE FILTER SHALL MEET THE REQUIREMENTS |
| | OF NSF 58. SECTION 611.2. |
| | |
| | 55. SHT C1 PLUMBING FIXTURE COUNTS INDICATES 5 DRINKING |
| | FOUNTAINS AND ONE WATER COOLER. ONLY 3 DRINKING |
| | FOUNTAINS HAVE BEEN LOCATED. IF A HI-LOW DRINKING |
| | FOUNTAIN HAS ONLY ONE TRAP AND ONE WATER SUPPLY IT IS |
| | CONSIDERED ONE DRINKING FOUNTAIN, NOT TWO AS EACH |
| | FIXTURE IS REQUIRED TO HAVE ITS OWN TRAP AND WATER |
| | SUPPLY. PLEASE INDICATE THE LOCATION OF THE REQUIRED |
| | DRINKING FOUNTAINS AND THE REQUIRED WATER COOLER. TABLE |
| | 403.1. |
| | |
| | WHEN RESUBMITTING PLANS PLEASE INDICATE |
| | THE REVISION & REMOVE & REPLACE ANY |
| | PAGES AS NECESSARY. A TRANSMITTAL LETTER |
| | LISTING THE ORIGINAL REVIEW COMMENT NUMBER, |
| | WITH A DESCRIPTION OF THE REVISION |
| | MADE, IDENTIFYING THE SHEET OR SPECIFICATION |
| | PAGE WHERE THE CHANGES CAN BE FOUND |
| | WILL HELP TO EXPEDITE YOUR PERMIT. REMOVE ALL VOID |
| | SHEETS FROM ALL PLANS AND PLACE ONE SET OF THEM LOOSELY |
| | ON TOP OF THE COLLATED PLANS TO BE REVIEWED. ALSO TO |
| | HELP EXPEDITE YOUR PERMIT, SUBMIT MARKED UP SET OF |
| | PLUMBING SHEETS. THANK YOU FOR YOUR ANTICIPATED |
| | COOPERATION. |
| | |
| | REVIEW BY KEN STEVENS |
| | (561) 805-6721 |
| | FAX (561) 805-6731 |
| | E-MAIL [email protected] |