Date |
Text |
2021-10-12 16:55:00 | 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 EX = FLORIDA EXISTING BUILDING CODE 2020 7TH |
| EDITION |
| FBC PL = FLORIDA PLUMBING CODE 2020 7TH EDITION |
| FAC= FLORIDA ADMINISTRATIVE CODE |
| FS = FLORIDA STATUTES |
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| 21090226 5300 EAST AVE |
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| 1ST REVIEW |
| PLUMBING COMMENTS: DENIED |
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| 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. |
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| 1.IT APPEARS THAT THE ROOMS IN QUESTION ARE NOT |
| CONSIDERED ACCESSIBLE AS DEFINED BY FLORIDA |
| ACCESSIBILITY CODE. HOWEVER, THE DESIGNER?S INTENTION |
| SEEMS TO USE THE FLORIDA ACCESSIBILITY CODE AS A |
| GUIDELINE FOR THE BENEFIT OF THE RESIDENTS. |
| ?1A) PER WPB FBC 107.2.1, PROVIDE SHOWER COMPARTMENT |
| DETAIL(S) SHOWING THE FOLLOWING: |
| ??1) SHOWER CONTROL VALVE/HAND HELD SHOWER |
| LOCATION/ELEVATION |
| ??2) GRAB BAR SPECIFICATION, LENGTH, HORIZONTAL |
| LOCATIONS AND ELEVATIONS |
| ?1B) PER WPB FBC 107.2.1, PROVIDE DETAILS FOR WATER |
| CLOSET GRAB BARS TO INCLUDE GRAB BAR SPECIFICATION, |
| LENGTH, HORIZONTAL LENGTH AND ELEVATIONS |
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| 2. PER WPB FBC 107.2.1, PROVIDE DETAIL FOR ANCHORING OF |
| GRAB BARS. |
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| 3.SHOWER DRAIN, WALL AND FLOOR ARE BEING DEMOLISHED AND |
| REPLACED. A SHOWER PAN IS REQUIRED PER FBC PL 421.5.2. |
| PER WPB FBC 107.2.1, ADD TO SCOPE IN P-1 KEY NOTES. |
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| 4.PER WPB FBC 107.2.1, PROVIDE A SHOWER WALL/DRAIN AND |
| THRESHOLD DETAIL SHOWING THE FOLLOWING INFORMATION |
| SHOWING COMPLIANCE WITH FBC PL 421 |
| ?A) FBC PL 421.3 WASTE OUTLETS SERVING SHOWERS SHALL BE |
| NOT LESS THAN 1-1/2 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. |
| ?B) FBC PL 421.4.1 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. |
| .........B2C) FBC PL 421.5 FLOOR SURFACES SHALL BE |
| CONSTRUCTED OF IMPERVIOUS, NONCORROSIVE, NONABSORBENT |
| AND WATERPROOF MATERIALS. |
| .........B2D) FBC PL 421.5.1 FLOORS OR RECEPTORS UNDER |
| SHOWER COMPARTMENTS SHALL BE LAID ON, AND SUPPORTED BY, |
| A SMOOTH AND STRUCTURALLY SOUND BASE. |
| .........B2E) 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 (SEE BELOW). 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. |
| .........B2E1) FBC PL 421.5.2.1 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. |
| .........B2E2) FBC PL 421.5.2.2 NON-PLASTICIZED |
| CHLORINATED POLYETHYLENE SHEET SHALL MEET THE |
| REQUIREMENTS OF ASTM D4068. THE LINER SHALL BE JOINED |
| IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION |
| INSTRUCTIONS. |
| .........B2E3) FBC PL 421.5.2.3 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. |
| .........B2E4) FBC PL 421.5.2.4 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. |
| .........B2E5) FBC PL 421.5.2.5 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. |
| .........B2E6) FBC PL 421.5.2.6L 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. |
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| END OF COMMENTS. |
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| 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. |
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| 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 |
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| 21090226 5300 EAST AVE |
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