Plan Review Details - Permit 15061364
Plan Review Stops For Permit 15061364
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2015-09-15 Cont ID  
Sent By skennedy Date 2015-09-15 Time 09:54 Rev Time 0.00
Received By skennedy Date 2015-09-01 Time 15:24 Sent To  
Notes
2015-09-15 09:54:38REVIEW BY JWITMER
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2015-07-29 Cont ID  
Sent By jwitmer Date 2015-07-29 Time 14:19 Rev Time 0.00
Received By jwitmer Date 2015-07-29 Time 13:07 Sent To  
Notes
2015-07-29 14:19:13BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15061364
 ADD: 6527 N. JOG RD.
 CONT: WHARTON-SMITH
 TEL: (561)748-5956
 E-MAIL: [email protected]
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 1ST REVIEW
 DATE: WED. JULY 29/ 2015
 ACTION: DENIED
  
 1) 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, MINIMUM PLAN
 REVIEW CRITERIA FOR BUILDINGS. THE EXAMINATION OF THE
 DOCUMENTS BY THE BUILDING OFFICIAL SHALL INCLUDE THE
 FOLLOWING MINIMUM CRITERIA AND DOCUMENTS:
 1A OCCUPANCY GROUP AND SPECIAL OCCUPANCY REQUIREMENTS
 SHALL BE DETERMINED.
 1B) MINIMUM TYPE OF CONSTRUCTION SHALL BE DETERMINED
 (SEE TABLE 503).
  
 2) PROVIDE SIGNED & SEALED SOILS REPORT. 2010 FBC-B
 1803.5.2 QUESTIONABLE SOIL. WHERE THE CLASSIFICATION,
 STRENGTH OR COMPRESSIBILITY OF THE SOIL IS IN DOUBT OR
 WHERE A LOAD-BEARING VALUE SUPERIOR TO THAT SPECIFIED
 IN THIS CODE IS CLAIMED, THE BUILDING OFFICIAL SHALL BE
 PERMITTED TO REQUIRE THAT A GEOTECHNICAL INVESTIGATION
 BE CONDUCTED.
  
 3A) PLEASE PROVIDE A DEWATERING PLAN. THE DEWATERING OF
 THE EXCAVATION MAY NECESSITATE THE USE OF SUMPS, WELLS,
 WELLPOINTS OR A COMBINATION THEREOF. CONTROL OF GROUND
 WATER SHOULD BE ACCOMPLISHED IN A MANNER THAT PRESERVES
 THE STRENGTH OF THE FOUNDATION BEARING MATERIALS AND
 DOES NOT CAUSE INSTABILITY OF THE EXCAVATION SIDEWALLS.
 2010 FBC-B 1803.5.2.
  
 3B) 1803.5.4 GROUND-WATER TABLE. A SUBSURFACE SOIL
 INVESTIGATION SHALL BE PERFORMED TO DETERMINE WHETHER
 THE EXISTING GROUND-WATER TABLE IS ABOVE OR WITHIN 5
 FEET (1524 MM) BELOW THE ELEVATION OF THE LOWEST FLOOR
 LEVEL WHERE SUCH FLOOR IS LOCATED BELOW THE FINISHED
 GROUND LEVEL ADJACENT TO THE FOUNDATION.
  
 4) SHEET S008 SHOWS VARIOUS ALUMINUM COVERS BUT THEY DO
 NOT INDICATE HOW THEY WILL BE HELD IN PLACE IN CASE OF
 A HIGH WIND EVENT, NOR IF THERE IS TO BE A FIXED LADDER
 WITH THE PIT. 107.2.1.3 ADDITIONAL INFORMATION
 REQUIRED.
  
 5) SHEET S003 AND M 301 BOTH SHOW VERTICAL PUMPS ABOVE
 THE FINISH ROOF SLAB. SHEET S010 DETAIL FOR TYPICAL
 VERTICAL PUMP DETAIL AND COORDINATE WITH PUMP DETAIL,
 IS THE PUMP DETAIL TO BE DIFERENT THAN WHAT IS SHOWN?
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2015-09-28 Cont ID  
Sent By albarran Date 2015-09-28 Time 15:51 Rev Time 2.00
Received By albarran Date 2015-09-28 Time 14:52 Sent To I
Notes
2015-09-28 15:52:31ALL PREVIOUSLY MENTIONED ISSUES HAVE BEEN CORRECTED.
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2015-08-05 Cont ID  
Sent By albarran Date 2015-08-05 Time 12:43 Rev Time 0.00
Received By albarran Date 2015-08-05 Time 09:38 Sent To I
Notes
2015-08-05 12:43:33PLEASE NOTE THAT I, MIKE ALBARRAN, ELECTRICAL PLANS
 EXAMINER HAVE COMPLETED THE REVIEW OF THE ABOVE
 MENTIONED JOB. BELOW ARE THE COMMENTS WITH REGARDS TO
 THE REQUIRED CORRECTIONS. THE FOLLOWING ITEMS SHALL BE
 CORRECTED AND THE PLANS RESUBMITTED FOR ANOTHER REVIEW.
  
 1. PLEASE DEFINE THE "*" (ASTERISKS) ON PAGE E100
 ELECTRICAL PLAN REVIEW NOTES.
 2. THE RISER DIAGRAM REFLECTS THAT PUMPS 1 & 2 ARE
 BEING SERVED FROM THE MDP W/A NEW 400 AMP 3 PHASE
 BREAKER VIA (3) 250 KCMIL
 3. ACCORDING TO YOUR LOAD CALCULATIONS ON PAGE E100 &
 NEC 430.250 PUMPS 1 & 2 HAVE A FLC OF 302 AMP.
 4. INDICATE THE RATING OF THE OL DEVICES.
 5. ACCORDING TO NEC 430.22 (302 FLC X 125%=377.5 AMP)
 THE MINIMUM RATED CONDUCTOR SHALL BE 400 KCMIL.
 6. INDICATE THE TYPE OF OCPD BEING USED.
 7. THE ABOVE CONDUCTOR HAS NOT YET BEEN ADJUSTED FOR
 VOLTAGE DROP.
  
 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 TO SUBMITTAL AND LEAVE THE
 PREVIOUSLY REVIEWED SHEETS.
  
 IF YOU HAVE FURTHER QUESTIONS, PLEASE DON?T HESITATE TO
 CONTACT ME DIRECTLY.
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2015-07-07 Cont ID  
Sent By cranford Date 2015-07-07 Time 12:11 Rev Time 0.00
Received By cranford Date 2015-07-07 Time 11:56 Sent To  
Notes
2015-07-07 12:11:09PROPOSAL IS CONSISTENT WITH THE DEP SITE CERTIFICATION
 AMENDMENT REQUEST PA 84-20 / AM15-094.
  
 KELLY CRANFORD, PE
 561-494-1098
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2015-06-30 Cont ID  
Sent By pleduc Date 2015-06-30 Time   Rev Time 0.00
Received By pleduc Date 2015-06-30 Time 15:59 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2015-09-28 Cont ID  
Sent By albarran Date 2015-09-28 Time 15:53 Rev Time 0.00
Received By albarran Date 2015-08-19 Time 09:27 Sent To  
Notes
2015-09-28 15:56:529/28/15 PASSED ELECTRICAL REVIEW. CONTRACTOR NOTIFIED
 VIA EMAIL. SENT TO LARGE BIN "W"> MA
2015-08-19 09:28:00C30
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2015-08-05 Cont ID  
Sent By albarran Date 2015-08-05 Time 12:44 Rev Time 0.00
Received By albarran Date 2015-06-29 Time 17:41 Sent To  
Notes
2015-08-05 12:49:088/5/15 - FAILED ELECTRICAL REVIEW AS WELL AS MECH. &
 BLDG. CONTRACTOR NOTIFIED VIA EMAIL. SENT TO LARGE
 DENIED BIN "W". MA
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2015-07-29 Cont ID  
Sent By   Date 2015-07-29 Time   Rev Time  
Received By   Date 2015-07-29 Time   Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2015-08-31 Cont ID  
Sent By ccole Date 2015-08-31 Time 08:11 Rev Time 0.00
Received By ccole Date 2015-08-31 Time 08:11 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2015-07-15 Cont ID  
Sent By ccole Date 2015-07-15 Time 16:56 Rev Time 0.00
Received By ccole Date 2015-07-15 Time 16:56 Sent To  
Notes
2015-07-15 17:54:541ST REVIEW: FBC 2010 MECHANICAL
 PERMIT #15061364
 7/15/15
  
 1) DESIGN CRITERIA: PROVIDE ON THE PLANS A LIST OF
 CURRENT CODES AND STANDARDS USED IN THE DESIGN OF THE
 PROJECT- SECTION 107.2 WPB AMENDMENTS TO THE FBC-10
 BUILDING.
 2) THE PLANS DO NOT INDICATE ANY MEANS OF VENTILATION
 FOR THE WET WELL- REFER TO NFPA 820- 2012: TABLES 4.2
 COLLECTION SYSTEMS AND 9.1.1.4 MINIMUM VENTILATION
 RATES AND REVISE THE PLANS TO SHOW COMPLIANCE.
 3) THE PLANS SHOW AN ACCESS HATCH: PLEASE PROVIDE
 DIMENSIONED SECTION VIEWS AND STRUCTURAL DETAILS FOR
 INSTALLATION OF THE ACCESS LADDER.
 4) PROVIDE WIND LOAD ENGINEERING FOR TIE DOWN OF THE
 PUMPS TO THE ROOF STRUCTURE- SECTION 301.12 FBC-10
 MECHANICAL.
 5) BASED ON THE GEOTECHNICAL SOILS REPORT, PLEASE
 PROVIDE PIPE TRENCH CROSS-SECTION DETAILS FOR TYPICAL
 INSTALLATIONS AND HIGH WATER TABLE INSTALLATIONS (IF
 APPLICABLE) INDICATE TRENCH DIMENSIONS, PIPE EMBEDMENT
 DEPTHS, BEDDING MATERIALS AND THICKNESSES, COMPACTION
 AND BACKFILLING SPECIFICATIONS.
 6) PROVIDE STANDARD PIPE FITTING, AND PIPE SUPPORT
 DETAILS FOR THE PVC AND DUCTILE IRON PIPES- SECTION 305
 FBC-10 MECHANICAL
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 1 Status P Date 2015-07-22 Cont ID  
Sent By tklarge Date 2015-07-22 Time 06:41 Rev Time 0.00
Received By tklarge Date 2015-07-22 Time 05:51 Sent To  
Notes
***NONE***


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