| Date |
Text |
| 2019-09-26 17:43:21 | 09/26/2019 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. PLUMBING RISER DIAGRAM REQUIRED, PLEASE SHOW HOW THE |
| | KITCHEN HOW IT'S GOING TO BE PICKED FOR DRAINAGE AND |
| | VENTING ALONG WITH WASHING MACHINE AND SIZE CORRECTLY |
| | PER THE WPB AMENDMENTS TO THE FBC SEC. 107.3.5.3 (11) |
| | RESIDENTIAL PLUMBING. |
| | |
| | 2. TOTAL JOB COST SEEMS LOW. THE VALUE MUST INCLUDE THE |
| | COST OF ALL EQUIPMENT INCLUDING GARAGE DOOR, KITCHEN |
| | CABINETS, SINK, PIPES, STOVE AND LABOR ETC. PROVIDE |
| | BONA FIDE SIGNED CONTRACT PER WPB AMENDMENTS TO THE FBC |
| | 109.3 BUILDING PERMIT VALUATIONS. |
| | |
| | 3. THERE IS NO VALUE LISTED ON THE PLUMBING |
| | SUB-APPLICATION AND THE OVERALL VALUE IS LOW. WPB |
| | AMENDMENTS TO THE FBC 109.3 BUILDING PERMITS |
| | VALUATIONS. IF IN THE OPINION OF THE BUILDING OFFICIAL, |
| | THE CLAIMED VALUATION OF BUILDING, ALTERATION, |
| | STRUCTURE, PLUMBING SYSTEMS APPEARS TO BE |
| | UNDERESTIMATED ON THE APPLICATION, THE PERMIT SHALL BE |
| | DENIED UNLESS THE APPLICANT CAN SHOW DETAILED, QUANTITY |
| | ESTIMATES, AND/OR BONA FIDE SIGNED CONTRACTS (EXCLUDING |
| | LAND VALUE) TO MEET THE APPROVAL OF THE BUILDING |
| | OFFICIAL. FOR PERMITTING PURPOSES, VALUATION OF |
| | BUILDINGS AND SYSTEMS SHALL BE TOTAL REPLACEMENT VALUE |
| | TO INCLUDE STRUCTURAL, ELECTRIC, PLUMBING, MECHANICAL, |
| | INTERIOR FINISH, RELATIVE SITE WORK, ARCHITECTURAL AND |
| | DESIGN FEES, MARKETING COSTS, OVERHEAD AND PROFIT; |
| | EXCLUDING ONLY LAND VALUE. VALUATION REFERENCES MAY |
| | INCLUDE THE LATEST PUBLISHED DATA OF NATIONAL |
| | CONSTRUCTION COST ANALYSIS SERVICES (MARSHALL-SWIFT, |
| | MEANS, ETC.), AS PUBLISHED BY INTERNATIONAL CODE |
| | CONGRESS. FINAL BUILDING PERMIT VALUATION SHALL BE SET |
| | BY THE BUILDING OFFICIAL. |
| | |
| | 4. FOR THE GARAGE, 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 OF F '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 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. |
| | |
| | 2017 FBC-RESIDENTIAL SECTION R506.2.3 VAPOR RETARDER A |
| | 6-MIL (0.006 INCH) 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. 1.GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED |
| | ACCESSORY STRUCTURES. |
| | 2. 2.FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF LESS |
| | THAN 70 SQUARE FEET AND CARPORTS. |
| | 3. 3.DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT |
| | LIKELY TO BE ENCLOSED AND HEATED AT A LATER DATE. |
| | 4. 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 |
| | |
