| Date |
Text |
| 2021-09-27 11:17:01 | 09/27/21 1ST PLUMBING REVIEW**DENIED** WITH COMMENTS |
| | |
| | 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. |
| | |
| | 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. |
| | |
| | 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. |
| | |
| | 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. |
| | |
| | 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. |
| | |
| | 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. |
| | |
| | 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. |
| | |
| | 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. |
| | |
| | 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. |
| | |
| | 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. |
| | |
| | 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. |
| | |
| | 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. |
| | |
| | HTTPS://CODES.ICCSAFE.ORG/CODES/FLORIDA |
| | |
| | LUIS A. CRESPO |
| | PLUMBING PLAN EXAMINER / INSPECTOR |
| | EMAIL: [email protected] OFFICE: 561 805-6720 |
| | |
