Date |
Text |
2021-09-27 11:17:01 | 09/27/21 1ST PLUMBING REVIEW**DENIED** WITH COMMENTS |
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| NOTE - A COMPREHENSIVE REVIEW COULD NOT BE DONE AT THIS |
| TIME, AND ADDITIONAL PLAN REVIEW COMMENTS MAY BE |
| GENERATED UPON THE RE-REVIEW OF SUBMITTED CORRECTIONS. |
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| 1. ON THE SANITARY OUTSIDE, A CLEANOUT IS REQUIRED AT |
| THE STREET IF ONE IS NOT PRESENT PER THE CITY OF WEST |
| PALM BEACH UTILITIES DEPARTMENT. WOULD YOU PLEASE SHOW |
| ALL CLEAN IN A CIRCLE FORMAT ALONG WITH THE CURRENT |
| LABELS PER THE WPB AMENDMENTS TO THE FBC SEC. 107.2.1 |
| INFORMATION ON CONSTRUCTION DOCUMENTS. |
| |
| 2. SUBMIT A SLAB REPAIR DETAIL FOR REVIEW. 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, AND THE SPACING |
| OF THE DOWELS IN THE CENTER. THE REPAIR SHALL ALSO |
| INCLUDE TERMITE TREATMENT OF THE SOIL AND THE REQUIRED |
| VAPOR BARRIER OVER THE SOIL. A COPY OF THE TERMITE |
| CERTIFICATE SHALL BE ONSITE FOR A FINAL INSPECTION. |
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| 2020 FBC-RESIDENTIAL SECTION R318.1.1. IF SOIL |
| TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, |
| THE INITIAL CHEMICAL SOIL TREATMENT INSIDE THE |
| FOUNDATION PERIMETER SHALL BE DONE AFTER ALL |
| EXCAVATION, BACKFILLING, AND COMPACTION IS COMPLETE. |
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| 2020 FBC-RESIDENTIAL SECTION R402.2. CONCRETE SHALL |
| HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OFF ?C, |
| AS SHOWN IN TABLE R402.2. AS INDICATED IN TABLE |
| R301.2(1), CONCRETE SUBJECT TO MODERATE OR SEVERE |
| WEATHERING SHALL BE AIR ENTRAINED AS SPECIFIED IN TABLE |
| R402.2. THE MAXIMUM WEIGHT OF FLY ASH, OTHER POZZOLANS, |
| SILICA FUME, SLAG, OR BLENDED CEMENT THAT IS INCLUDED |
| IN CONCRETE MIXTURES FOR GARAGE FLOOR SLABS AND FOR |
| EXTERIOR PORCHES, CARPORT SLABS, AND STEPS THAT WILL BE |
| EXPOSED TO DEICING CHEMICALS SHALL NOT EXCEED THE |
| PERCENTAGES OF THE TOTAL WEIGHT OF CEMENTITIOUS |
| MATERIALS SPECIFIED IN SECTION 19.3.3.4 OF ACI 318. |
| MATERIALS USED TO PRODUCE CONCRETE, AND TESTING THEREOF |
| SHALL COMPLY WITH THE APPLICABLE STANDARDS LISTED IN |
| CHAPTERS 19 AND 20 OF ACI 318 OR ACI 332. |
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| 2020 FBC-RESIDENTIAL SECTION R404.1.3.3.7.1. STEEL |
| REINFORCEMENT SHALL COMPLY WITH THE REQUIREMENTS OF |
| ASTM A615, A706, OR A996. ASTM A996 BARS PRODUCED FROM |
| RAIL STEEL SHALL BE TYPE R. IN BUILDINGS ASSIGNED TO |
| SEISMIC DESIGN CATEGORY A, B, OR C, THE MINIMUM YIELD |
| STRENGTH OF REINFORCING STEEL SHALL BE 40,000 PSI. IN |
| BUILDINGS ASSIGNED TO SEISMIC DESIGN CATEGORY D0, D1, |
| OR D2, REINFORCING STEEL SHALL COMPLY WITH THE |
| REQUIREMENTS OF ASTM A706 FOR LOW-ALLOY STEEL WITH A |
| MINIMUM YIELD STRENGTH OF 60,000 PSI. |
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| 2020 FBC-RESIDENTIAL SECTION R501.2 REQUIREMENTS. FLOOR |
| CONSTRUCTION SHALL BE CAPABLE OF ACCOMMODATING ALL |
| LOADS IN ACCORDANCE WITH SECTION R301 AND OF |
| TRANSMITTING THE RESULTING LOADS TO THE SUPPORTING |
| STRUCTURAL ELEMENTS. |
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| 2020 FBC-RESIDENTIAL SECTION R506.1 GENERAL. CONCRETE |
| SLAB-ON-GROUND FLOORS SHALL BE DESIGNED AND CONSTRUCTED |
| IN ACCORDANCE WITH THE PROVISIONS OF ACI 332 AND THIS |
| SECTION. FLOORS SHALL BE A MINIMUM OF 3 1/2 INCHES |
| THICK (FOR EXPANSIVE SOILS, SEE SECTION R403.1.8). THE |
| SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE SHALL BE AS |
| SET FORTH IN SECTION R402.2. |
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| 2020 FBC-RESIDENTIAL SECTION R506.2.3 VAPOR RETARDER A |
| 6-MIL POLYETHYLENE OR APPROVED VAPOR RETARDER WITH |
| JOINTS LAPPED NOT LESS THAN 6 INCHES SHALL BE PLACED |
| BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE COURSE OR |
| THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS. |
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| EXCEPTION: THE VAPOR RETARDER IS NOT REQUIRED FOR THE |
| FOLLOWING: |
| A. GARAGES, UTILITY BUILDINGS, AND OTHER UNHEATED |
| ACCESSORY STRUCTURES. |
| B. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF LESS |
| THAN 70 SQUARE FEET AND CARPORTS. |
| C. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK ARE NOT |
| LIKELY TO BE ENCLOSED AND HEATED AT A LATER DATE. |
| D. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON |
| LOCAL SITE CONDITIONS. |
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| 3. THE WASHING MACHINE SHUT-OFF VALVES SHALL BE |
| ACCESSIBLE WITHOUT MOVING THE UNITS AND WITHIN REACH |
| PER THE 2020 FBC SEC. R 2903.9.3. PLEASE SHOW THE |
| LOCATION. |
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| 4. THE SCOPE OF WORK SAYS THAT LAUNDRY WAS RELOCATED |
| AND NOT ON THE PLANS. WOULD YOU PLEASE PROVIDE A |
| PLUMBING ISOMETRIC RISER DIAGRAM AND SHOW THE LOCATION |
| WITH ANY OTHER CHANGES IN THE SANITARY PER THE WPB |
| AMENDMENTS TO THE FBC SEC. 107.3.5.3 (12) RESIDENTIAL |
| PLUMBING. |
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| 5. THERE IS A SEPARATE PERMIT FOR RESIDENTIAL REMODELS |
| # 21090744. WOULD YOU PLEASE PUT PERMIT BUILING PERMIT |
| UNDER A SEPARATE PERMIT AS A NOTE. |
| |
| WHEN RESUBMITTING PLANS, PLEASE INDICATE THE REVISION & |
| REMOVE ANY VOIDED SHEETS & REPLACE ANY NECESSARY PAGES. |
| A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW |
| COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION |
| MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE |
| THE CHANGES CAN BE FOUND, WILL HELP EXPEDITE YOUR |
| PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION. |
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| HTTPS://CODES.ICCSAFE.ORG/CODES/FLORIDA |
| |
| LUIS A. CRESPO |
| PLUMBING PLAN EXAMINER / INSPECTOR |
| EMAIL: [email protected] OFFICE: 561 805-6720 |
| |