Plan Review Details - Permit 19091002
Plan Review Stops For Permit 19091002
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2019-10-16 Cont ID  
Sent By cthroop Date 2019-10-16 Time 09:53 Rev Time 0.00
Received By cthroop Date 2019-10-16 Time 09:14 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2019-10-03 Cont ID  
Sent By cthroop Date 2019-10-03 Time 17:17 Rev Time 0.00
Received By cthroop Date 2019-10-03 Time 16:53 Sent To  
Notes
2019-10-03 17:22:47BUILDING PLAN REVIEW
 2017 FLORIDA BUILDING CODE, 6TH EDITION W/2017 WEST
 PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPTER 1 ADMINISTRATION
  
 CHRISTOPHER S. THROOP, C.B.O.
 BUILDING PLANS EXAMINER, PX3169
 1&2 FAMILY PLANS EXAMINER, SFP306
 CONSTRUCTION SERVICES DIVISION
 TEL: 561-805-6726
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
 1ST REVIEW
  
 RESULTS: DENIED
  
 YOUR SUBMITTAL IS DEFICIENT FOR THE REASONS LISTED
 BELOW.
 ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT
  
 1. DESIGNER SHALL PRINT NAME AND SIGN PLANS.
 FBC 107.2.1 ALL INFORMATION, DRAWINGS, SPECIFICATIONS
 AND ACCOMPANYING DATA SHALL BEAR THE NAME AND SIGNATURE
 OF THE PERSON RESPONSIBLE FOR THE DESIGN. (SEE ALSO
 SECTION 107.3.5) AND F.S. 481.229.
  
 2. ALL DOCUMENTS SHALL BE SUBMITTED IN DUPLICATE.
 FBC107.1 GENERAL. SUBMITTAL DOCUMENTS CONSISTING OF
 CONSTRUCTION DOCUMENTS, STATEMENT OF SPECIAL
 INSPECTIONS, GEOTECHNICAL REPORT AND OTHER DATA SHALL
 BE SUBMITTED IN TWO OR MORE SETS WITH EACH PERMIT
 APPLICATION.
  
 3. PROVIDE REPAIR DETAIL FOR SOG CUT.
 FBC 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS.
  
 4. VERIFY WALL TO BE REMOVED IS NOT A BEARING WALL.
 PLACE STATERMENT ON PLAN.
 FBC 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS.
  
 5. PROVIDE FRAMING DETAIL FOR EXTERIOR WALL IN-FILL.
 FBC 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS.
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO SUBMITTAL AND LEAVE THE PREVIOUSLY
 REVIEWED SHEETS DETACHED.
  
  
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2019-10-16 Cont ID  
Sent By cthroop Date 2019-10-16 Time 09:53 Rev Time 0.00
Received By cthroop Date 2019-10-10 Time 16:30 Sent To  
Notes
2019-10-10 16:30:47RESUB ROUTED TO LCRESPO
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2019-10-03 Cont ID  
Sent By cthroop Date 2019-10-03 Time 17:22 Rev Time 0.00
Received By cthroop Date 2019-09-24 Time 15:42 Sent To  
Notes
2019-09-25 15:42:59ROUTED TO PLUMBING INBOX
Review Stop P PLUMBING
Rev No 2 Status P Date 2019-10-11 Cont ID  
Sent By lcrespo Date 2019-10-11 Time 18:03 Rev Time 0.00
Received By lcrespo Date 2019-10-11 Time 18:03 Sent To B
Notes
2019-10-11 18:04:5410/11/19 REVIEWED FOR CODE COMPLIANCE
 (PLUMBING/BACKFLOW)
  
 BY REVIEWING THE PLANS / SPECIFICATIONS FOR CODE
 COMPLIANCE DOES NOT RELIEVE THE OWNER, DESIGN
 PROFESSIONAL, CONTRACTORS OR THEIR REPRESENTATIVES FROM
 THE RESPONSIBILITY TO COMPLY WITH ALL LOCAL, STATE AND
 NATIONAL CODES AND STANDARDS IN EFFECT AT THE TIME OF
 PERMIT ISSUANCE. OUR REVIEW IS NOT A CHECK OF EVERY
 ITEM AND DOES NOT PREVENT THIS DEPARTMENT FROM
 REQUIRING CORRECTIONS DURING CONSTRUCTION. ANY CHANGES
 / ALTERATIONS TO APPROVED PLANS SHALL BE APPROVED TO
 AVOID VOIDING OF THE PERMIT.
  
 LUIS A. CRESPO
 PLUMBING INSPECTOR /
 PLUMBING PLAN REVIEW
 AVAILABLE FROM 1:00 PM TO 4:00 PM
 [email protected]
 561-805-6720
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2019-09-26 Cont ID  
Sent By lcrespo Date 2019-09-26 Time 17:42 Rev Time 0.00
Received By lcrespo Date 2019-09-26 Time 17:42 Sent To  
Notes
2019-09-26 17:43:2109/26/2019 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
  


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