| Date |
Text |
| 2019-12-31 18:09:56 | 12/31/2019 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. WASHING MACHINE DRAIN LINE ON TWO IS MAY NOT BE |
| | PROPERLY SIZED AS NEWER UNITS REQUIRE A 3" STAND PIPE |
| | DRAINING INTO A 3" HORIZONTAL BRANCH DEW TO THE AMOUNT |
| | OF WATER BEING PUMPED OUT, PLEASE REFER TO THE |
| | MANUFACTURES SPECIFICATION PER THE WPB AMENDMENTS TO |
| | THE FBC SEC. 107.2.1 INFORMATION ON CONSTRUCTION |
| | DOCUMENTS. |
| | |
| | 2. PLEASE 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. |
| | |
| | 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 INSPECTOR / |
| | PLUMBING PLAN REVIEW |
| | AVAILABLE FROM 1:00 PM TO 4:00 PM |
| | [email protected] |
| | 561-805-6720 |
| | |
