| Date |
Text |
| 2021-03-23 14:17:37 | 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 |
| | |
| | 21011007 630 S SAPODILLA AVE # 315 |
| | |
| | 1ST REVIEW |
| | PLUMBING COMMENTS: DENIED |
| | |
| | |
| | 1.PER 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 / |
| | DREW THE SET OF PLANS WILL NEED TO IDENTIFY THEMSELVES |
| | AS THE AUTHOR OF THE PLANS. THE PLUMBING CONTRACTOR |
| | SHALL PROVIDE A DRAWING(S) WITH PRINTED NAME, SIGNATURE |
| | AND LICENSE NUMBER. |
| | |
| | 2.PER WPB FBC 107.2.1, PROVIDE THE FOLLOWING:FLOOR PLAN |
| | OF BATHROOMS, SANITARY AND WATER RISER DIAGRAM |
| | ADDRESSING NEW DOUBLE VANITY AND PROVIDE WALL, CURB, |
| | LINER AND DRAIN DETAIL SHOWING COMPLIANCE WITH FBC PL |
| | 421.5.2.1 THROUGH 421.5.2.6. |
| | 421.5.1SUPPORT. |
| | FLOORS OR RECEPTORS UNDER SHOWER COMPARTMENTS SHALL BE |
| | LAID ON, AND SUPPORTED BY, A SMOOTH AND STRUCTURALLY |
| | SOUND BASE. |
| | 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. |
| | 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. |
| | 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. |
| | 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. |
| | 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. |
| | 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. |
| | 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. |
| | |
| | 3. SEE BUILDING EXAMINER?S COMMENT. POST TENSION SLAB/ |
| | NEW HOLES. THE PLAN IS SILENT AS IF THE LOCATION OF THE |
| | EXISTING TUB DRAIN IS GOING TO BE REUSED IN THE SAME |
| | LOCATION. IF NOT, THEN THE FLOOR SLAB WILL NEED TO BE |
| | X-RAYED TO FIND THE POST TENSION CHORD LOCATIONS. |
| | 107.2.1.2. ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 4. SEE BUILDING EXAMINER?S COMMENT. |
| | THROUGH-PENETRATIONS FIRESTOP SYSTEMS (HORIZONTAL |
| | ASSEMBLIES). |
| | IF A NEW FLOOR PENETRATION IS MADE FOR THE FUTURE |
| | SHOWER DRAIN, THEN YOU NEED TO SHOW COMPLIANCE WITH THE |
| | 2020 FBC-B SECTION 714.5.1.2. THROUGH-PENETRATIONS |
| | FIRESTOP SYSTEMS (HORIZONTAL ASSEMBLIES). THROUGH |
| | PENETRATIONS SHALL BE PROTECTED BY A THROUGH |
| | PENETRATION FIRESTOP SYSTEM INSTALLED IN ACCORDANCE |
| | WITH ASTM E814 OR UL 1479. THE SYSTEM SHALL HAVE AN F |
| | RATING / T RATING OF NOT LESS THAN 1 HOUR BUT NOT LESS |
| | THAN THE REQUIRED RATING OF THE FLOOR PENETRATED. |
| | |
| | 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. |
| | PLEASE NOTE THAT WHEN SCANNED DRAWINGS ARE SUBMITTED |
| | WITH CONTRACTOR'S PRINTED NAME, SIGNATURE AND LICENSE |
| | NUMBER IN ACCORDANCE WITH WPB FBC 107.3.4.3, A PAPER |
| | PLAN WITH WET SIGNATURE SHALL BE PROVIDED TO THE |
| | BUILDING DEPARTMENT FOR HARD RECORD FILE PRIOR TO |
| | ISSUANCE OF A PERMIT. |
| | |
| | |
| | |
| | JERALD SMITH |
| | PLUMBING PLANS EXAMINER |
| | CITY OF WEST PALM BEACH |
| | EMAIL [email protected] |
| | MOBILE 561-243-0882 |
| | PLEASE NOTE THAT I TYPICALLY WORK ON TUESDAYS AND |
| | THURSDAYS |
| | |
| | 21011007 630 S SAPODILLA AVE # 315 |
