| Date |
Text |
| 2021-05-25 09:02:42 | 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 EX = FLORIDA EXISTING BUILDING CODE 2020 7TH |
| | EDITION |
| | FBC PL = FLORIDA PLUMBING CODE 2020 7TH EDITION |
| | FAC= FLORIDA ADMINISTRATIVE CODE |
| | FS = FLORIDA STATUTES |
| | |
| | 1ST REVIEW |
| | PLUMBING COMMENTS: DENIED |
| | |
| | 1.RE: SP-SITE PLAN; ALL REFERENCES TO FBC BUILDING |
| | CODES SHALL BE 2020 7TH EDITION. |
| | |
| | 2.PER WPB FBC 105.1, A PLUMBING SUB-PERMIT APPLICATION |
| | SHALL BE SUBMITTED FOR THIS PROJECT BY A LICENSED |
| | PLUMBING CONTRACTOR. |
| | PER WPB FBC 107.3.4.3, A PLUMBING PLAN IS REQUIRED. SEE |
| | WPB FBC 107.3.4.3 CERTIFICATION BY CONTRACTOR. PLEASE |
| | NOTE THE EXCEPTION TO ENGINEERED PLANS UNDER 471.003(H) |
| | ELECTRICAL/ PLUMBING/ MECHANICAL, 481.229(1)(C) |
| | (BUILDING) REQUIRES THE CONTRACTOR FOR THAT TRADE THAT |
| | WILL BE LICENSED IN THAT TRADE, WILL ALSO BE THE |
| | CONTRACTOR THAT DESIGNS THE SYSTEM UNDER THAT TRADE. |
| | THE CONTRACTOR (QUALIFIER) THAT CREATED / DRAWN THE SET |
| | OF PLANS WILL NEED TO IDENTIFY THEMSELVES AS THE AUTHOR |
| | OF THE PLANS. PLEASE PRINT YOUR NAME, SIGN YOUR NAME |
| | AND LICENSE NUMBER FOR THE TRADE YOU ARE LICENSED IN |
| | AND PLANS DRAWN. FOR EACH TRADE THE CONTRACTOR |
| | RESPONSIBLE FOR THE DESIGN UNDER THE TRADE LICENSED IN |
| | MUST PRINT THEIR NAME, SIGN THEIR NAME AND LICENSE |
| | NUMBER, NOTE THESE PLANS APPEAR TO BE DRAWN BY ONE |
| | INDIVIDUAL, THEY WOULD HAVE TO BE LICENSED AS A |
| | BUILDING, ELECTRICAL AND PLUMBING CONTRACTOR TO SUBMIT |
| | ALL THESE TRADES UNDER ONE SHEET. THE ORIGINAL |
| | |
| | 3.PER WPB FBC 107.2.1, PROVIDE ON THE REQUIRED |
| | DESIGNATED PLUMBING PLAN, PROVIDE THE FLOOR PLAN, WORK |
| | DESCRIPTION AND A SHOWER WALL/DRAIN AND THRESHOLD |
| | DETAIL. PROVIDE ON THE DETAIL THE FOLLOWING |
| | INFORMATION: |
| | 3A)FBC PL 421.3 SHOWER WASTE OUTLET. |
| | WASTE OUTLETS SERVING SHOWERS SHALL BE NOT LESS THAN |
| | 11/2 INCHES (38 MM) IN DIAMETER AND, FOR OTHER THAN |
| | WASTE OUTLETS IN BATHTUBS, SHALL HAVE REMOVABLE |
| | STRAINERS NOT LESS THAN 3 INCHES (76 MM) IN DIAMETER |
| | WITH STRAINER OPENINGS NOT LESS THAN 1/4 INCH (6.4 MM) |
| | IN LEAST DIMENSION. WHERE EACH SHOWER SPACE IS NOT |
| | PROVIDED WITH AN INDIVIDUAL WASTE OUTLET, THE WASTE |
| | OUTLET SHALL BE LOCATED AND THE FLOOR PITCHED SO THAT |
| | WASTE FROM ONE SHOWER DOES NOT FLOW OVER THE FLOOR AREA |
| | SERVING ANOTHER SHOWER. WASTE OUTLETS SHALL BE FASTENED |
| | TO THE WASTE PIPE IN AN APPROVED MANNER. |
| | |
| | 3B)FBC PL 421.4.1 FLOOR AND WALL AREA. |
| | BATHTUB FLOORS, SHOWER FLOORS, WALL AREAS ABOVE |
| | BUILT-IN TUBS THAT HAVE INSTALLED SHOWER HEADS AND |
| | WALLS IN SHOWER COMPARTMENTS SHALL BE CONSTRUCTED OF |
| | SMOOTH, CORROSION-RESISTANT AND NONABSORBENT WATERPROOF |
| | MATERIALS. WALL MATERIALS SHALL EXTEND TO A HEIGHT OF |
| | NOT LESS THAN 6 FEET (1829 MM) ABOVE THE ROOM FLOOR |
| | LEVEL, AND NOT LESS THAN 70 INCHES (1778 MM) ABOVE THE |
| | DRAIN OF THE TUB OR SHOWER. SUCH WALLS SHALL FORM A |
| | WATER-TIGHT JOINT WITH EACH OTHER AND WITH EITHER THE |
| | TUB OR SHOWER FLOOR. |
| | |
| | 3C)FBC PL 421.5 SHOWER FLOORS OR RECEPTORS. |
| | FLOOR SURFACES SHALL BE CONSTRUCTED OF IMPERVIOUS, |
| | NONCORROSIVE, NONABSORBENT AND WATERPROOF MATERIALS. |
| | |
| | 3D)FBC PL 421.5.1 SUPPORT. |
| | FLOORS OR RECEPTORS UNDER SHOWER COMPARTMENTS SHALL BE |
| | LAID ON, AND SUPPORTED BY, A SMOOTH AND STRUCTURALLY |
| | SOUND BASE. |
| | |
| | 3E)FBC PL 421.5.2SHOWER LINING. |
| | 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. 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. |
| | |
| | 3E)1.FBC PL 421.5.2.1PVC SHEETS. |
| | PLASTICIZED POLYVINYL CHLORIDE (PVC) SHEETS SHALL MEET |
| | THE REQUIREMENTS OF ASTM D4551. SHEETS SHALL BE JOINED |
| | BY SOLVENT WELDING IN ACCORDANCE WITH THE |
| | MANUFACTURER?S INSTALLATION INSTRUCTIONS. |
| | |
| | 3E)2.FBC PL 421.5.2.2CHLORINATED POLYETHYLENE (CPE) |
| | SHEETS. |
| | NONPLASTICIZED CHLORINATED POLYETHYLENE SHEET SHALL |
| | MEET THE REQUIREMENTS OF ASTM D4068. THE LINER SHALL BE |
| | JOINED IN ACCORDANCE WITH THE MANUFACTURER?S |
| | INSTALLATION INSTRUCTIONS. |
| | |
| | 3E)3.FBC PL 421.5.2.3SHEET LEAD. |
| | SHEET LEAD SHALL WEIGH NOT LESS THAN 4 POUNDS PER |
| | SQUARE FOOT (19.5 KG/M2) AND SHALL BE COATED WITH AN |
| | ASPHALT PAINT OR OTHER APPROVED COATING. THE LEAD SHEET |
| | SHALL BE INSULATED FROM CONDUCTING SUBSTANCES OTHER |
| | THAN THE CONNECTING DRAIN BY 15-POUND (6.80 KG) ASPHALT |
| | FELT OR AN EQUIVALENT. SHEET LEAD SHALL BE JOINED BY |
| | BURNING. |
| | |
| | 3E)4.FBC PL 421.5.2.4SHEET COPPER. |
| | SHEET COPPER SHALL CONFORM TO ASTM B152 AND SHALL WEIGH |
| | NOT LESS THAN 12 OUNCES PER SQUARE FOOT (3.7 KG/M2). |
| | THE COPPER SHEET SHALL BE INSULATED FROM CONDUCTING |
| | SUBSTANCES OTHER THAN THE CONNECTING DRAIN BY 15-POUND |
| | (6.80 KG) ASPHALT FELT OR AN EQUIVALENT. SHEET COPPER |
| | SHALL BE JOINED BY BRAZING OR SOLDERING. |
| | |
| | 3E)5.FBC PL 421.5.2.5SHEET-APPLIED, LOAD-BEARING, |
| | BONDED, WATERPROOF MEMBRANES. |
| | SHEET-APPLIED, LOAD-BEARING, BONDED, WATERPROOF |
| | MEMBRANES SHALL MEET REQUIREMENTS OF ANSI A118.10 AND |
| | SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER?S |
| | INSTALLATION INSTRUCTIONS. |
| | |
| | 3E)6.FBC PL 421.5.2.6LIQUID-TYPE, TROWEL-APPLIED, |
| | LOAD-BEARING, BONDED WATERPROOF MATERIALS. |
| | LIQUID-TYPE, TROWEL-APPLIED, LOAD-BEARING, BONDED |
| | WATERPROOF MATERIALS SHALL MEET THE REQUIREMENTS OF |
| | ANSI A118.10 AND SHALL BE APPLIED IN ACCORDANCE WITH |
| | THE MANUFACTURER?S INSTRUCTIONS. |
| | |
| | |
| | END OF COMMENTS. |
| | PLEASE NOTE THAT WHEN SCANNED DRAWINGS ARE SUBMITTED |
| | WITH CONTRACTOR'S PRINTED NAME, SIGNATURE AND LICENSE |
| | NUMBER IN ACCORDANCE WITH WPB FBC 107.2.1, A PAPER PLAN |
| | WITH WET SIGNATURE SHALL BE PROVIDED TO THE BUILDING |
| | DEPARTMENT FOR HARD RECORD FILE PRIOR TO ISSUANCE OF A |
| | PERMIT. |
| | |
| | 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 |
| | CITY OF WEST PALM BEACH |
| | EMAIL [email protected] |
| | MOBILE 561-246-0882 |
| | PLEASE NOTE THAT I TYPICALLY WORK ON TUESDAYS AND |
| | THURSDAYS |
| | |
| | 21041580 3000 PRESIDENTIAL WAY 403 |
| | |
