| Date |
Text |
| 2020-01-02 09:23:24 | 01/02/20 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. DIMENSION ON PLANS ARE NOT CLEAR ON THE OPENINGS OF |
| | FIXTURES AS THEY ARE NEEDED TO BE IN FEET AND INCHES |
| | PER THE WPB AMENDMENTS TO THE FBC SEC 107.2.1.3 QUALITY |
| | OF BUILDING PLANS. |
| | |
| | 2. PLUMBING RISER DIAGRAM REQUIRED WPB AMENDMENTS TO |
| | THE FBC SEC. 107.3.5.3 (11) RESIDENTIAL PLUMBING. |
| | A. CONNECTION TO EXISTING SANITARY SYSTEM. |
| | B. SIZE OF PIPES. |
| | C. CLEANOUT OUTSIDE OF RESIDENCE IF APPLICABLE TO NEW |
| | SYSTEM. |
| | D. VENT THROUGH ROOF IF ON A NEW SYSTEM OR AIR |
| | ADMITTANCE VALVES IF CONNECTION TO EXISTING SYSTEM. |
| | E. SHOW SHOWER P-TRAPS, WATER CLOSET (TOILET) AND LAV |
| | ARMS. |
| | |
| | 3. 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 MM) 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. |
| | |
| | 4. THE PHYSICAL ADDRESS OF THE RESIDENCE MUST BE ON |
| | PLANS IN FULL, NUMBER, STREET, CITY, STATE AND ZIP CODE |
| | PER THE WPB AMENDMENTS TO THE FBC SEC.107.2.1 |
| | INFORMATION ON CONSTRUCTION DOCUMENTS. |
| | |
| | 5. MINIMUM ON SHOWER MAY BE 25" WITH 1300 SQUARE |
| | INCHES, MIN ON TOILET 30" FROM CENT OF SHOWER PARTITION |
| | AND LAV. SINK 30" FROM CENTER OF TOILET TO CENTER OF |
| | LAV. SINK. |
| | |
| | 6. SHOWER AND VALVES SHALL BE EQUIPPED WITH CONTROL |
| | VALVES OF THE PRESSURE-BALANCE, THERMOSTATIC-MIXING OR |
| | COMBINATION PRESSURE-BALANCE/THERMOSTATIC-MIXING VALVE |
| | TYPES WITH A HIGH LIMIT STOP IN ACCORDANCE WITH ASSE |
| | 1016/ASME A112.1016/CSA B125.16. PER THE 2017 FBC SEC. |
| | R2708.4. |
| | |
| | 7. SHOWER PAN MUST HAVE A SLOPED MORTAR BED THAT IS |
| | PRE-PITCHED BENEATH PRIOR TO LINER INSTALLATION OF 1/4" |
| | IN PER FOOT TOWARD THE DRAIN, MUST HAVE DAM CORNER, |
| | BACKING AROUND THE PERIMETER AND BEFORE FINAL MORTAR |
| | APPLICATION AND PLACE SOME PEA GRAVEL OVER WEEP HOLES |
| | SO THE MORTAR DOES NOT COVER THEM PER MANUFACTURES |
| | SPECIFICATIONS PER THE 2017 FBC R2709.2. |
| | |
| | CODE REFERENCE; |
| | HTTPS://CODES.ICCSAFE.ORG/CONTENT/FRC2017 |
| | |
| | GOOGLE; WEST PALM BEACH AMENDMENTS 2017 FBC CHAPTER 1 |
| | FINAL 3-12-18- ORDINANCE NO-4765-18-2 |
| | |
| | |
| | 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 |
| | |
