| Date |
Text |
| 2022-01-11 13:27:41 | CODES IN EFFECT: |
| | FBC = FLORIDA BUILDING CODE 2020 7TH EDITION |
| | WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017 |
| | 6TH ED, CHAPTER 1 |
| | WPB CCCM=WEST PALM BEACH CROSS-CONNECTION CONTROL |
| | MANUAL REVISED 2017 |
| | FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2020 |
| | 7TH EDITION |
| | FBC ACC = FLORIDA ACCESSIBILITY CODE 2020 7TH EDITION |
| | FBC PL = FLORIDA PLUMBING CODE 2020 7TH EDITION |
| | FBC FG = FLORIDA FUEL GAS CODE 2020 7TH EDITION |
| | FAC= FLORIDA ADMINISTRATIVE CODE |
| | FS = FLORIDA STATUTES |
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| | 21090266 4400 BEACON CIR |
| | |
| | 2ND REVIEW |
| | PLUMBING COMMENTS: DENIED |
| | |
| | A REVIEW OF MINIMUM PLUMBING FIXTURE REQUIREMENTS AS |
| | REQUIRED BY FBC ACC IS PART OF THE PLUMBING REVIEW |
| | PROCESS BUT IS TYPICALLY ADDRESSED ON THE ARCHITECTURAL |
| | PLANS. ANY COMMENTS CONCERNING THESE REQUIREMENTS MUST |
| | BE SATISFACTORILY ADDRESSED PRIOR TO A PLUMBING REVIEW |
| | APPROVAL. |
| | |
| | 3. PER WPB FBC 107.2.1, TO SHOW COMPLIANCE WITH FBC ACC |
| | CHAPTERS 2, 3 AND 6 PROVIDE PLAN AND ELEVATION DETAILS |
| | FOR NEW TOILET ROOM INDICATING THE FOLLOWING: |
| | 3E) SECOND REQUEST: PROVIDE DETAIL(S) FOR DRINKING |
| | FOUNTAIN(S) SHOWING COMPLIANCE WITH FBC ACC 602.4, |
| | 602.5 AND 602.7. |
| | 3E1)NEW REQUEST: SHOW CLEAR FLOOR SPACE FOR DRINKING |
| | FOUNTAIN WITH FORWARD APPROACH COMPLYING WITH FBC ACC |
| | 602.2 |
| | 3E2).NEW REQUEST: SHOW KNEE AND TOE CLEARANCE FOR |
| | DRINKING FOUNTAIN COMPLYING WITH FBC ACC SECTION 306 |
| | |
| | 6. PARTIALLY COMPLIED-SEE COMMENT 6C BELOW. |
| | 6C) SECOND REQUEST: PER WPB FBC 107.2.1 AND FBC PL |
| | 421.5.2, SHOW LINER SLOPED AT 2 PERCENT SLOPE AND |
| | SPECIFY LINER MATERIAL; INDICATE BACKING, HEIGHT OF |
| | LINER ABOVE THRESHOLD, AND NAILING OF LINER. SEE BELOW. |
| | FBC PL 421.5.2 FLOORS UNDER SHOWER COMPARTMENTS, EXCEPT |
| | WHERE PREFABRICATED RECEPTORS HAVE BEEN PROVIDED, SHALL |
| | BE LINED AND MADE WATER-TIGHT UTILIZING MATERIAL |
| | COMPLYING WITH SECTIONS 421.5.2.1 THROUGH 421.5.2.6 |
| | (SPECIFY LINER MATERIAL). SUCH LINERS SHALL TURN UP ON |
| | ALL SIDES NOT LESS THAN 2 INCHES (51 MM) ABOVE THE |
| | FINISHED THRESHOLD LEVEL. LINERS SHALL BE RECESSED AND |
| | FASTENED TO AN APPROVED BACKING SO AS NOT TO OCCUPY THE |
| | SPACE REQUIRED FOR WALL COVERING AND SHALL NOT BE |
| | NAILED OR PERFORATED AT ANY POINT LESS THAN 1 INCH (25 |
| | MM) ABOVE THE FINISHED THRESHOLD. LINERS SHALL BE |
| | PITCHED ONE-FOURTH UNIT VERTICAL IN 12 UNITS HORIZONTAL |
| | (2-PERCENT SLOPE) AND SHALL BE SLOPED TOWARD THE |
| | FIXTURE DRAINS AND BE SECURELY FASTENED TO THE WASTE |
| | OUTLET AT THE SEEPAGE ENTRANCE, MAKING A WATER-TIGHT |
| | JOINT BETWEEN THE LINER AND THE OUTLET. THE COMPLETED |
| | LINER SHALL BE TESTED IN ACCORDANCE WITH SECTION 312.9. |
| | |
| | 8. RE: P-2; KEYED PLUMBING NOTES; |
| | 8A) SECOND REQUEST: PER WPB FBC 107.2.1, SHOW LOCATION |
| | OF KEY NOTE 1 ON THE FLOOR PLAN. |
| | 8C1)NEW COMMENT REGARDING KEY NOTE 2 THE WATER SERVICE |
| | BACKFLOW PREVENTER AND THE SIZING: |
| | AMEND NOTE 2 TO INCLUDE "SEE CIVIL SHEET C-5 AND C-12 |
| | FOR BACKFLOW PREVENTER LOCATION AND DETAIL" |
| | |
| | 8B) COMPLIED |
| | 8B1)SECOND REQUEST: PROVIDE SPECIFICATION AND DETAIL |
| | FOR CHILLER YARD BACKFLOW PREVENTER ON THE PLUMBING |
| | PLANS. TO BE CLEAR, THIS IS NOT PART OF THE CIVIL. IT |
| | NEEDS TO BE ON THE PLUMBING PLANS. |
| | 8B2)NEW COMMENT: P-2; SHOW KEY NOTE 7 SYMBOL AT THE |
| | CHILLER YARD BACKFLOW PREVENTER. |
| | 8B3)NEW COMMENT: P-9; SHOW WATER SUPPLY BRANCH AND |
| | BACKFLOW PREVENTER TO CHILLER YARD |
| | |
| | 12. 12. PER WPB FBC 107.2.1, PROVIDE MANUFACTURERS |
| | SPECIFICATION AND A SCHEMATIC DETAIL FOR HEAT TRACE |
| | WIRING TO INCLUDE CONTROLS AND POWER SOURCE. COORDINATE |
| | WITH ELECTRICAL FOR POWER SOURCE. |
| | ENGINEER RESPONSE; SEE ELECTRICAL DRAWINGS FOR CONTROL |
| | AND POWER. |
| | PER WPB FBC 107.2.1, ADD TO P-2/KEY-NOTE 5 "SEE |
| | ELECTRICAL DRAWINGS FOR CONTROL AND POWER" |
| | |
| | 14. PARTIALLY COMPLIED PER WPB FBC 107.2.1, PROVIDE |
| | CALCULATIONS FOR SIZING OF POTABLE WATER DISTRIBUTION. |
| | 14A.NEW COMMENT: PLEASE ADVISE WHAT GPH STANDS FOR ON |
| | THE CHART. IS THIS SUPPOSED TO BE GPM? |
| | 14B.NEW COMMENT: PER FBC PL APPENDIX E; TABLE E103.3(3) |
| | SUPPLY SYSTEMS PREDOMINANTLY FOR FLUSHOMETER VALVES, |
| | DEMAND FOR 297 WSFU IS 108 GPM. |
| | FIGURE E103.3(3), FRICTION LOSS IN SMOOTH PIPEA (TYPE |
| | L, ASTM B88 COPPER TUBING) INDICATES 2? PIPE SUPPLYING |
| | 100 GALLONS PER MINUTE IS GREATER THAN 10 FPS WITH A |
| | PRESSURE DROP OF APPROXIMATELY 7.5 PSI PER 100 FEET, |
| | WHICH IS NOT TAKING ANYTHING INTO ACCOUNT FOR FITTINGS, |
| | VALVES, ETC. THE CHART NOTES THAT VELOCITIES ABOVE 5 TO |
| | 8 FPS ARE NOT USUALLY RECOMMENDED. |
| | PER WPB FBC 107.2.1, PLEASE REVISIT YOUR CALCULATIONS; |
| | SHOW DEMAND ON YOUR CHART AND RECONSIDER THE VELOCITY |
| | AND PIPE SIZES. |
| | |
| | 23. SECOND REQUEST: P-10: PER FBC PL 914.2, THE CIRCUIT |
| | VENT CONNECTION SHALL BE LOCATED BETWEEN THE TWO MOST |
| | UPSTREAM (CIRCUIT VENTED) FIXTURE DRAINS ON THE MAIN |
| | BATTERY SERVICING THE MENS AND WOMENS TOILET ROOMS. |
| | FIRST FLOOR CIRCUIT VENT SHALL CONNECT BETWEEN THE |
| | MEN?S P-2 WATER CLOSET AND WOMEN?S P-1 WATER CLOSET, |
| | NOT UPSTREAM OF P-1. |
| | SECOND FLOOR CIRCUIT VENT SHALL CONNECT BETWEEN THE TWO |
| | WOMEN?S P-2 WATER CLOSETS, NOT UPSTREAM OF THEM. |
| | |
| | 26.SECOND REQUEST: P-10: PER FBC PL 914.4, 914.4.1, |
| | PROVIDE A RELIEF VENT DOWNSTREAM OF THE CIRCUIT VENTED |
| | FIXTURES FOR EACH CIRCUIT VENTED BATTERY WITH FOUR OR |
| | MORE WATER CLOSETS. |
| | RELIEF VENT FOR SECOND FLOOR CIRCUIT VENT SHALL BE |
| | DOWNSTREAM OF P-1 WATER CLOSET, NOT BETWEEN P-1 AND |
| | P-2. |
| | |
| | |
| | |
| | NEW COMMENT: WHAT IS THE PURPOSE OF P-12/DETAIL 2 |
| | SHOWER HEAD. IT DOES NOT SEEM TO APPLY TO ANY CONDITION |
| | IN THIS PROJECT. PER WPB FBC 107.2,1, PLEASE CLARIFY. |
| | |
| | |
| | END OF COMMENTS. |
| | |
| | PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED |
| | MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. |
| | WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE |
| | LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY |
| | RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT |
| | CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID |
| | THE PREVIOUSLY REVIEWED SHEETS. ALL PLANS TO BE SIGNED |
| | AND SEALED BY THE DESIGNER AS REQUIRED BY FAC AND FS. |
| | |
| | |
| | |
| | JERALD SMITH |
| | PLUMBING PLANS EXAMINER PX928 |
| | CITY OF WEST PALM BEACH |
| | EMAIL [email protected] |
| | MOBILE 561-246-0882 |
| | PLEASE NOTE THAT I TYPICALLY WORK ON TUESDAYS AND |
| | THURSDAYS |
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| | 21090266 4400 BEACON CIR |
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