Plan Review Notes
Plan Review Notes For Permit 21090745
Permit Number 21090745
Review Stop P
Sequence Number 1
Notes
Date Text
2021-09-27 11:17:0109/27/21 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
  


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved