| Date |
Text |
| 2020-09-08 16:24:29 | CODES IN EFFECT: |
| | FBC = FLORIDA BUILDING CODE 2017 6TH 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 2017 |
| | 6TH EDITION |
| | FBC ACC = FLORIDA ACCESSIBILITY CODE 2017 6TH EDITION |
| | FBC EX = FLORIDA EXISTING BUILDING CODE 2017 6TH |
| | EDITION |
| | FBC PL = FLORIDA PLUMBING CODE 2017 6TH EDITION |
| | FAC= FLORIDA ADMINISTRATIVE CODE |
| | FS = FLORIDA STATUTES |
| | |
| | 20080980 901 45TH ST |
| | |
| | |
| | 1ST 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. |
| | |
| | 1. PER WPB FBC 107.2.1, PROVIDE CLEAR FLOOR SPACE FOR |
| | ALL ACCESSIBLE SINKS; COMPLY WITH FBC ACC 305.3. |
| | |
| | 2. DETAIL FOR GRAB BARS SHOW 33 INCHES FROM FLOOR TO |
| | CENTERLINE. PER FBC ACC 609.4, GRAB BARS SHALL BE |
| | INSTALLED IN A HORIZONTAL POSITION, 33 INCHES MINIMUM |
| | AND 36 INCHES MAXIMUM ABOVE THE FINISH FLOOR MEASURED |
| | TO THE TOP (NOT THE CENTER) OF THE GRIPPING SURFACE. |
| | |
| | 3. MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS |
| | SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE |
| | REFLECTING SURFACE 40 INCHES (1015 MM) MAXIMUM ABOVE |
| | THE FINISH FLOOR OR GROUND. MIRRORS NOT LOCATED ABOVE |
| | LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE |
| | BOTTOM EDGE OF THE REFLECTING SURFACE 35 INCHES (890 |
| | MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND PER FBC |
| | ACC 603.3. |
| | |
| | 4. THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR |
| | PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE |
| | OF THE WATER CLOSET SHALL BE 16 INCHES MINIMUM TO 18 |
| | INCHES MAXIMUM FROM THE SIDE WALL OR PARTITION PER FBC |
| | ACC 604.2. |
| | |
| | 5. THE REAR WALL GRAB BAR SHALL BE 36 INCHES LONG |
| | MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER |
| | CLOSET 12 INCHES MINIMUM ON ONE SIDE AND 24 INCHES |
| | MINIMUM ON THE OTHER SIDE PER FBC ACC 604.5.2 |
| | |
| | 6. PER WPB FBC 107.2.1 AND 107.3.5.1.3, PROVIDE |
| | SANITARY AND WATER RISER DIAGRAMS. SHOW EXISTING |
| | INFRASTRUCTURE AND NEW PIPING WITH POINTS OF |
| | CONNECTION. IDENTIFY ALL FIXTURES AND EQUIPMENT |
| | EXISTING AND NEW. |
| | |
| | 7. PROVIDE TRAP PRIMER AND DETAIL FOR FLOOR DRAIN(S) TO |
| | COMPLY WITH FBC PL 1002.4. |
| | |
| | 8. PER FBC 1212.2.2 AND FBC PL 310.3, WALLS AND |
| | PARTITIONS WITHIN 2 FEET OF SERVICE SINKS, URINALS AND |
| | WATER CLOSETS SHALL HAVE A SMOOTH, HARD, NONABSORBENT |
| | SURFACE, TO A HEIGHT OF NOT LESS THAN 4 FEET (1219 MM) |
| | ABOVE THE FLOOR, AND EXCEPT FOR STRUCTURAL ELEMENTS, |
| | THE MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPE |
| | THAT IS NOT ADVERSELY AFFECTED BY MOISTURE. |
| | WALLS AND PARTITIONS WITHIN 2 FEET OF SERVICE SINKS |
| | SHALL HAVE A SMOOTH, HARD, NON-ABSORBENT SURFACE PER |
| | FBC-BUILDING SEC. 1210.2.2. SECTION 1210.2.2 STIPULATES |
| | THAT THE MATERIAL BE "HARD." THE INTENT OF THIS SECTION |
| | IS THAT THE SURROUNDING MATERIAL SHOULD NOT BE OF A |
| | TYPE THAT IS EASILY DAMAGED SUCH THAT THE MATERIAL |
| | COULD BECOME ABSORBENT AND THUS, NOT READILY CLEANABLE |
| | AND SANITIZED. PAINTED DRYWALL, EVEN WHERE COATED WITH |
| | HIGHLY DURABLE PAINTS, DOES NOT MEET THE INTENT OF |
| | SECTION 1210.2.2. THE TYPICAL MATERIALS USED FOR THIS |
| | APPLICATION ARE CERAMIC TILE, FIBERGLASS REINFORCED |
| | PLASTIC (FRP) PANELS, PHENOLIC PANELS, LAMINATED |
| | PLASTIC PANELS, PAINTED STEEL AND STAINLESS STEEL. |
| | |
| | 9. SUBMIT A SLAB REPAIR DETAIL FOR REVIEW AND ONCE |
| | APPROVED HAVE TWO COPIES AT THE JOB SITE. SHOW THE |
| | WIDTH OF THE REPAIR, THE MINIMUM THICKNESS OF THE |
| | CONCRETE TO BE REPLACED, AND THE PSI OF THE CONCRETE. |
| | SHOW THE SIZE AND LENGTH OF THE DOWELS, THE MINIMUM |
| | EMBEDMENT DEPTH INTO THE EXISTING SLAB, THE ANCHORING |
| | MATERIAL FOR THE DOWELS AND THE SPACING OF THE DOWELS |
| | ON CENTER. THE REPAIR SHALL ALSO INCLUDE TERMITE |
| | TREATMENT OF THE SOIL AND THE REQUIRED VAPOR BARRIER |
| | OVER WELL-COMPACTED SOIL. A COPY OF THE TERMITE |
| | CERTIFICATE SHALL BE ONSITE FOR A FINAL INSPECTION. |
| | |
| | |
| | 10. PER WPB FBC 107.2.1, PROVIDE FIXTURE SCHEDULE |
| | SHOWING COMPLIANCE WITH FBC PL TABLE 403.1, OCCUPANCY |
| | BUSINESS. INDICATE WHAT IS REQUIRED AND THEN WHAT IS |
| | SUPPLIED. THIS IS TO INCLUDE WATER CLOSETS, LAVATORIES, |
| | DRINKING FOUNTAINS AND SERVICE SINK(S). SEE THE |
| | FOLLOWING COMMENTS CONCERNING DRINKING FOUNTAINS AND |
| | SERVICE SINK(S). |
| | |
| | |
| | 11. PER WPB FBC 107.2.1, PROVIDE TWO (2) DRINKING |
| | FOUNTAINS TO COMPLY WITH FBC PL TABLE 403.1, OCCUPANCY |
| | BUSINESS OR PROVIDE DRAWING WITH LOCATION OF EXISTING |
| | DRINKING FOUNTAINS IN ADJOINING AREA WITHIN A DISTANCE |
| | OF TRAVEL OF 500 FEET OF THE MOST REMOTE LOCATION IN |
| | THE TENANT SPACE AND NOT MORE THAN ONE STORY ABOVE OR |
| | BELOW THE TENANT SPACE; DRINKING FOUNTAINS SHALL BE |
| | LOCATED ON AN ACCESSIBLE ROUTE PER FBC PL 403.5. |
| | TWO (2) DRINKING FOUNTAINS ARE REQUIRED; AN ACCESSIBLE |
| | BI-LEVEL DRINKING FOUNTAIN CONSTITUTES TWO (2) DRINKING |
| | FOUNTAINS. |
| | |
| | 12. PER WPB FBC 107.2.1, PROVIDE ONE (1) SERVICE SINK |
| | TO COMPLY WITH FBC PL TABLE 403.1, OCCUPANCY BUSINESS |
| | OR PROVIDE DRAWING WITH LOCATION OF THE SAME IN |
| | ADJOINING AREA WHICH WILL SERVICE THE FACILITY. THERE |
| | APPEARS TO BE A SERVICE SINK IN THE JANITOR RM 102, BUT |
| | THERE IS NO SANITARY PIPING SHOWN. CLARIFY. |
| | |
| | |
| | 13. PER WPB FBC 107.2.1, INDICATE ON THE PLUMBING |
| | SCHEDULE THE APPLICATION OF FIXTURE P-6, OATEY 38808 |
| | AND PROVIDE NOTE IF A WATER HAMMER ARRESTOR IS INCLUDED |
| | AND IF LEAD FREE. |
| | |
| | |
| | A COMPREHENSIVE REVIEW COULD NOT BE ACCOMPLISHED AT |
| | THIS TIME. PLEASE RESUBMIT CLEARLY LEGIBLE PLANS AND A |
| | RESPONSE NARRATIVE ADDRESSING THE PLUMBING COMMENTS |
| | FROM THE FIRST REVIEW. |
| | |
| | |
| | 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 DIGITALLY SIGNED AND SEALED BY THE |
| | DESIGNER IN ACCORDANCE WITH FAC AND FS. |
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| | |
| | |
| | JERALD SMITH |
| | PLUMBING PLANS EXAMINER |
| | CITY OF WEST PALM BEACH |
| | EMAIL [email protected] |
| | PHONE 561-246-0882 MOBILE |
| | |
| | 20080980 901 45TH ST |
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