| Date |
Text |
| 2020-08-24 17:55:38 | 08/24/20 2ND 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. THE PLUMBING RISER DIAGRAM IS MISSING WASHING |
| | MACHINE AS IT HAS BEEN MOVED TO BACK OF HOUSE, PLEASE |
| | PROVIDE AN ISOMETRIC DRAWING AND INCLUDE ALL NEW |
| | PLUMING WORK AS REQUIRED PER THE WPB AMENDMENTS TO THE |
| | FBC SEC. 107.3.5.3 (11) RESIDENTIAL PLUMBING. |
| | |
| | 2. ONE PLUMBING PAGE 3 OF 4 UNDER NOTES IT REFERS FBC |
| | 2018, PLEASE REFER TO THE CORRECT CODE WHICH IS 2017 |
| | FBC RESIDENTIAL CODE 6 TH EDITION PER THE WPB |
| | AMENDMENTS TO THE FBC SEC. 107.2.1 INFORMATION ON |
| | CONSTRUCTION DOCUMENTS. |
| | |
| | 3. CLEAN OUT REQUIRED ON ISOMETRIC EXITING THE BUILDING |
| | ON PLUMBING PAGE 3 OF 4 PER THE 201 FBC R 3005.2.3 |
| | BUILDING DRAIN AND BUILDING SEWER JUNCTION. |
| | |
| | 4. ON PLUMBING PAGE 3 OF 4 THE ISOMETRIC DRAWING FOR |
| | THE BATHROOM GROUP THERE SHOULD BE A VENT BETWEEN THE |
| | TOILET AND SHOWER PER THE 2017 FBC SEC. R 3101.2 TRAP |
| | SEAL PROTECTION. |
| | |
| | 5. SLAB DETAIL MAY BE REQUIRED FOR CUTTING OF FLOORS, |
| | PLEASE PROVIDE A DETAIL THAT CONFORMS WITH THE |
| | FOLLOWING. |
| | |
| | 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. |
| | |
| | 2017 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. |
| | |
| | 2017 FBC-RESIDENTIAL SECTION R402.2. CONCRETE SHALL |
| | HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OFF ?C, |
| | AS SHOWN IN TABLE R402.2. CONCRETE SUBJECT TO MODERATE |
| | OR SEVERE WEATHERING AS INDICATED IN TABLE R301.2(1) |
| | SHALL BE AIR ENTRAINED AS SPECIFIED IN TABLE R402.2. |
| | THE MAXIMUM WEIGHT OF FLY ASH, OTHER POZZOLANS, SILICA |
| | FUME, SLAG OR BLENDED CEMENTS 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. |
| | |
| | 2017 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 |
| | (GRADE 40) (276 MPA). 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 |
| | (GRADE 60) (414 MPA). |
| | |
| | 2017 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. |
| | |
| | 2017 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 (89 |
| | MM) THICK (FOR EXPANSIVE SOILS, SEE SECTION R403.1.8). |
| | THE SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE SHALL BE |
| | AS SET FORTH IN SECTION R402.2. |
| | |
| | 2017 FBC-RESIDENTIAL SECTION R506.2.3 VAPOR RETARDER A |
| | 6-MIL (0.006 INCHES; 152 ?M) POLYETHYLENE OR APPROVED |
| | VAPOR RETARDER WITH JOINTS LAPPED NOT LESS THAN 6 |
| | INCHES (152 MM) 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: |
| | 1. GARAGES, UTILITY BUILDINGS, AND OTHER UNHEATED |
| | ACCESSORY STRUCTURES. |
| | 2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF LESS |
| | THAN 70 SQUARE FEET (6.5 M2) AND CARPORTS. |
| | 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT |
| | LIKELY TO BE ENCLOSED AND HEATED AT A LATER DATE. |
| | 4. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON |
| | LOCAL SITE CONDITIONS. |
| | |
| | |
| | WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION & |
| | REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS |
| | NECESSARY. 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 TO |
| | EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED |
| | COOPERATION. |
| | |
| | LUIS A. CRESPO |
| | PLUMBING PLAN EXAMINER / INSPECTOR |
| | EMAIL: [email protected] OFFICE: 561 805-6720 |
| | |
