Plan Review Details - Permit 20061284
Plan Review Stops For Permit 20061284
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2020-10-07 Cont ID  
Sent By cthroop Date 2020-10-07 Time 10:41 Rev Time 0.00
Received By cthroop Date 2020-10-07 Time 10:41 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2020-08-27 Cont ID  
Sent By cthroop Date 2020-08-27 Time 15:15 Rev Time 0.00
Received By cthroop Date 2020-08-26 Time 11:53 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2020-07-16 Cont ID  
Sent By jgomez Date 2020-07-16 Time 11:11 Rev Time 0.00
Received By cthroop Date 2020-07-16 Time 08:34 Sent To  
Notes
2020-07-16 11:11:45NO REVIEW PERFORMED. SEE COMMENTS UNDER SIGNATURE
 REVIEW.
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2020-08-27 Cont ID  
Sent By cthroop Date 2020-08-27 Time 15:15 Rev Time 0.00
Received By cthroop Date 2020-08-26 Time 11:53 Sent To  
Notes
2020-08-27 15:16:31PROVISO: PROVIDE SERVICE OUTLET FOR C/U PER E3901.12.
 CT
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2020-07-16 Cont ID  
Sent By jleahy Date 2020-07-16 Time 10:22 Rev Time 0.00
Received By jleahy Date 2020-07-16 Time 07:41 Sent To  
Notes
2020-07-16 10:23:50SEE SIGNATURE NOTES ON PERSON DRAWING THE PLANS JLEAHY
  
 NOT THE PERSON OF RECORD.....
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2020-10-07 Cont ID  
Sent By cthroop Date 2020-10-07 Time 10:41 Rev Time 0.00
Received By cthroop Date 2020-09-29 Time 07:35 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2020-08-27 Cont ID  
Sent By cthroop Date 2020-08-27 Time 15:16 Rev Time 0.00
Received By cthroop Date 2020-08-18 Time 11:08 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2020-07-16 Cont ID  
Sent By cthroop Date 2020-07-16 Time 11:07 Rev Time 0.00
Received By cthroop Date 2020-06-25 Time 15:17 Sent To  
Notes
2020-07-15 14:36:4907/15/2020 CONVERTED TO DIGITAL. JG.
  
2020-07-01 15:54:53ROUTED TO BLDG. MISC 1
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2020-09-30 Cont ID  
Sent By medwards Date 2020-09-30 Time 14:41 Rev Time 0.00
Received By medwards Date 2020-09-30 Time 14:21 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2020-08-20 Cont ID  
Sent By medwards Date 2020-08-20 Time 07:30 Rev Time 0.00
Received By medwards Date 2020-08-20 Time 06:50 Sent To  
Notes
2020-08-20 07:30:372ND REVIEW FBC-2017 MECHANICAL
 PERMIT-20061284
  
 CODES IN EFFECT:
  
 FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017
 FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION
 2017
 FBC EX- FLORIDA EXISTING BUILDING CODE SIXTH EDITION
 2017
 FBC RES- FLORIDA RESIDENTIAL BUILDING CODE SIXTH
 EDITION 2017
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
 EDITION 2017
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) PLEASE REFERENCE THE CURRENT FLORIDA BUILDING CODE
 2017 MECHANICAL. FBC FS 107.2.1
  
 2) PLEASE PROVIDE THE ENERGY CALCULATIONS FOR THIS NEW
 MECHANICAL SYSTEM. FBC EC 101.5.1.1.2
  
 3) PLEASE PROVIDE THE MANUAL J CALCULATIONS FOR THIS
 NEW MECHANICAL SYSTEM. FBC EC R403.7
  
 4) PLEASE SHOW HOW AND WHERE YOU ARE EXPELLING THE
 CONDENSATE FROM THIS MECHANICAL SYSTEM. FBC RES M1411.3
  
 5) PLEASE SHOW HOW YOU WILL ANCHOR THE OUTDOOR UNIT.
 FBC RES M1307.2
  
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE OLD
 SHEETS FROM THE PLAN SETS, BIND THEM TOGETHER
 SEPARATELY AND MARK VOID OR OLD ON THEM. PLEASE RETAIN
 THEM FOR REFERENCE WITH THE NEW SUBMITTED PLANS. THIS
 PROCESS WILL ALSO APPLY TO ANY DOCUMENTS SUCH AS
 PRODUCT APPROVALS OR CALCULATIONS BEING REPLACED OR
 UPDATED.
  
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2020-07-16 Cont ID  
Sent By jgomez Date 2020-07-16 Time 11:12 Rev Time 0.00
Received By cthroop Date 2020-07-16 Time 08:34 Sent To  
Notes
2020-07-16 11:13:10NO REVIEW PERFORMED. SEE COMMENTS UNDER SIGNATURE
 REVIEW.
Review Stop P PLUMBING
Rev No 3 Status P Date 2020-10-05 Cont ID  
Sent By lcrespo Date 2020-10-05 Time 09:18 Rev Time 0.00
Received By lcrespo Date 2020-10-05 Time 08:41 Sent To  
Notes
2020-10-05 09:19:3110/05/20 REVIEWED FOR CODE COMPLIANCE (PLUMBING)
  
 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 PLAN EXAMINER / INSPECTOR
 EMAIL: [email protected] OFFICE: 561 805-6720
  
Review Stop P PLUMBING
Rev No 2 Status F Date 2020-08-24 Cont ID  
Sent By lcrespo Date 2020-08-24 Time 17:55 Rev Time 0.00
Received By lcrespo Date 2020-08-24 Time 17:55 Sent To  
Notes
2020-08-24 17:55:3808/24/20 2ND 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. THE PLUMBING RISER DIAGRAM IS MISSING WASHING
 MACHINE AS IT HAS BEEN MOVED TO BACK OF HOUSE, PLEASE
 PROVIDE AN ISOMETRIC DRAWING AND INCLUDE ALL NEW
 PLUMING WORK AS REQUIRED PER THE WPB AMENDMENTS TO THE
 FBC SEC. 107.3.5.3 (11) RESIDENTIAL PLUMBING.
  
 2. ONE PLUMBING PAGE 3 OF 4 UNDER NOTES IT REFERS FBC
 2018, PLEASE REFER TO THE CORRECT CODE WHICH IS 2017
 FBC RESIDENTIAL CODE 6 TH EDITION PER THE WPB
 AMENDMENTS TO THE FBC SEC. 107.2.1 INFORMATION ON
 CONSTRUCTION DOCUMENTS.
  
 3. CLEAN OUT REQUIRED ON ISOMETRIC EXITING THE BUILDING
 ON PLUMBING PAGE 3 OF 4 PER THE 201 FBC R 3005.2.3
 BUILDING DRAIN AND BUILDING SEWER JUNCTION.
  
 4. ON PLUMBING PAGE 3 OF 4 THE ISOMETRIC DRAWING FOR
 THE BATHROOM GROUP THERE SHOULD BE A VENT BETWEEN THE
 TOILET AND SHOWER PER THE 2017 FBC SEC. R 3101.2 TRAP
 SEAL PROTECTION.
  
 5. SLAB DETAIL MAY BE REQUIRED FOR CUTTING OF FLOORS,
 PLEASE PROVIDE A DETAIL THAT CONFORMS WITH THE
 FOLLOWING.
  
 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 PLAN EXAMINER / INSPECTOR
 EMAIL: [email protected] OFFICE: 561 805-6720
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2020-07-16 Cont ID  
Sent By jgomez Date 2020-07-16 Time 11:11 Rev Time 0.00
Received By cthroop Date 2020-07-16 Time 08:34 Sent To  
Notes
2020-07-16 11:12:24NO REVIEW PERFORMED. SEE COMMENTS UNDER SIGNATURE
 REVIEW.
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2020-09-30 Cont ID  
Sent By pvalenti Date 2020-09-30 Time 14:30 Rev Time 0.00
Received By pvalenti Date 2020-09-30 Time 14:30 Sent To  
Notes
2020-09-30 14:30:58PETER E VALENTI
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6673
  
 FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 FBC R = FBC RESIDENTIAL
 FBC M = FBC MECHANICAL
 FBC FG = FBC FUEL GAS
  
 SIGNATURE REVIEW APPROVED BY SIGNED/SEALED PAPER PLANS.
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2020-08-18 Cont ID  
Sent By pvalenti Date 2020-08-18 Time 11:08 Rev Time 0.00
Received By pvalenti Date 2020-08-18 Time 11:08 Sent To  
Notes
2020-08-18 11:10:04PETER E VALENTI
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6673
  
 FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 FBC R = FBC RESIDENTIAL
 FBC M = FBC MECHANICAL
  
 SIGNATURE REVIEW APPROVED BY ORIGINAL SIGNED AND SEALED
 PAPER PLANS.
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2020-07-16 Cont ID  
Sent By cthroop Date 2020-07-16 Time 11:07 Rev Time 0.00
Received By cthroop Date 2020-07-15 Time 16:37 Sent To  
Notes
2020-07-16 11:11:17PLAN REVIEW - SIGNATURE AND SEAL
  
 CHRISTOPHER S. THROOP, C.B.O.
 PLANS EXAMINER BUILDING - PX3169
 PLANS EXAMINER 1&2 FAMILY - SFP306
 CONSTRUCTION SERVICES DIVISION
 TEL: 561-805-6726
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
 CODES IN EFFECT:
 2017 FLORIDA BUILDING CODE, 6TH EDITION W/2017 WEST
 PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPTER 1 ADMINISTRATION
  
 1ST REVIEW
  
 RESULTS: DENIED
  
 YOUR SUBMITTAL IS DEFICIENT FOR THE REASONS LISTED
 BELOW.
 ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT
  
 PLANS SUBMITTED FOR REVIEW SHALL HAVE THE NAME AND
 SIGNATURE OF DESIGNER OF RECORD SEC 107.3.4.1
  
 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), CHPT. 471, F.S. & 61G15 AND CHPT.
 481, F.S. & 61G1.
  
 1. ORIGINAL PLANS UNDER MASTER PERMIT 19021254 WERE
 SIGNED AND SEALED BY A DESIGN PROFESSIONAL. NORMAN
 CABRERA, P.E.
  
 2. REVISION 20040276 WAS APPROVED BY MISTAKE. PLANS
 WERE NOT REVIEWED AND APPROVED BY DESIGNER OF RECORD.
  
 3. SUBMIT THIS REVISION 20061284 TO THE DESIGN
 PROFESSIONAL FOR REVIEW AND APPROVAL.
  
  
  
  
2020-07-15 16:39:2207/15/2020 PLANS SUBMITTED ARE NOT DONE BY ENGINEER OR
 ARCHITECT. JG.


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