Plan Review Details - Permit 20060551
Plan Review Stops For Permit 20060551
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2020-09-15 Cont ID  
Sent By rmcphers Date 2020-09-15 Time 15:28 Rev Time 0.00
Received By rmcphers Date 2020-09-15 Time 15:28 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2020-08-03 Cont ID  
Sent By rmcphers Date 2020-08-03 Time 15:03 Rev Time 0.00
Received By rmcphers Date 2020-08-03 Time 15:03 Sent To  
Notes
2020-08-03 15:06:03GENERATOR SLAB AND TIEDOWN
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected].
 CODE USED FOR REVIEW - 2017 FBC WITH WPB CHAPTER 1
 AMENDMENTS
  
 CORRECTIONS NEEDED - FBC WPB AMENDMENTS 107
 1) DRAWING LABELED (S-1) NEEDS TO BE SIGNED AND SEALED
 BY THE ENGINEER OR ARCHITECT WHO DESIGNED IT.
 2) DRAWING (S-1) SHOWS A 40' X 16' SLAB - ENGINEERING
 DOCUMENT FROM (WESLEY W. HAMILL) SHOWS A 9' X 20' SLAB
 - PLEASE CLARIFY.
  
 FYI = SIGNED AND SEALED DRAWINGS IN PROJECTDOX NEED TO
 BE DIGITALLY/ELECTRONICALLY SIGNED BY THE ENGINEER OR
 ARCHITECT TO BE USED IN ELECTRONIC PLAN REVIEW.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status P Date 2020-06-25 Cont ID  
Sent By rmcphers Date 2020-06-25 Time 08:00 Rev Time 0.00
Received By rmcphers Date 2020-06-25 Time 08:00 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2020-09-18 Cont ID  
Sent By jleahy Date 2020-09-18 Time 17:03 Rev Time 0.00
Received By jleahy Date 2020-09-18 Time 17:03 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2020-08-11 Cont ID  
Sent By jleahy Date 2020-08-11 Time 17:26 Rev Time 0.00
Received By jleahy Date 2020-08-11 Time 17:25 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2020-08-03 Cont ID  
Sent By jleahy Date 2020-08-03 Time 16:52 Rev Time 0.00
Received By jleahy Date 2020-08-03 Time 16:50 Sent To  
Notes
2020-08-03 16:54:21VALUE OF $35,000 IS NOT REALISTIC SUBMIT A REAL VALUE (
 2-500KW GENERATORS)
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2020-06-30 Cont ID  
Sent By jleahy Date 2020-06-30 Time 11:51 Rev Time 0.00
Received By jleahy Date 2020-06-30 Time 11:42 Sent To  
Notes
2020-06-30 11:50:50CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2014 5TH EDITION
 FBC CE = FLORIDA BUILDING CODE ENERGY CONSERVATION 2014
 5TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2014 5TH EDITION,
 PART VIII ELECTRICAL
 NEC = NFPA 70 2011 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 FLORIDA BUILDING CODE 2017 6TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2017 6TH ED
 NFPA 70 2014 EDITION
  
 JAKE LEAHY BN, BU, PX
 ELECTRICAL PLANS EXAMINER II
 561-805-6713
 [email protected]
  
 SCOPE OF WORK IN NOT CLEAR, ONE GENERATOR OR FOUR?
  
 NEED CUT SHEETS FOR THE GENERATORS SUBMITTED WITH
 PACKAGE.
  
 VALUE IS WAY LOW FOR 3- 500KW GENERATORS PLUS A 300KW,
 PLANS STILL INDICATE FUTURE GENERATORS??? (35,000)
  
 HOW IS ONE GENERATOR WIRED TO ANOTHER AND ANOTHER TO
 GET TO THE TRANSFER SWITCH? HOW DO YOU CALCULATE THE
 WIRE SIZES?
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2020-07-20 Cont ID  
Sent By pleduc Date 2020-07-20 Time   Rev Time 0.00
Received By pleduc Date 2020-07-20 Time 10:08 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2020-06-12 Cont ID  
Sent By pleduc Date 2020-06-12 Time   Rev Time 0.00
Received By pleduc Date 2020-06-12 Time 13:26 Sent To  
Notes
2020-06-12 13:45:41THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) SHEET E 1 - THE DRAWINGS AND NOTES INDICATE 4 TOTAL
 GENERATORS, 6, 10 ,14 & 15
  
 UNER SCOPE OF WORK THERE ARE INDICATIONS OF TWO
 GENERATORS PLUS 3.
  
 PLEASE CLARIFY.
  
  
  
 1A) THERE ARE NO INDICATIONS OF CLASS AND LEVEL OF
 PROTECTION.
  
 PER NFPA 110, STANDARD FOR
 EMERGENCY AND STANDBY POWER SYSTEMS, 2013 EDITION
  
 4.1* GENERAL. THE EPSS SHALL PROVIDE A SOURCE OF
 ELECTRICAL
 POWER OF REQUIRED CAPACITY, RELIABILITY, AND QUALITY TO
 LOADS FOR
 A LENGTH OF TIME AS SPECIFIED IN TABLE 4.1(A) AND
 WITHIN A SPECIFIED
 TIME FOLLOWING LOSS OR FAILURE OF THE NORMAL POWER
 SUPPLY
 AS SPECIFIED IN TABLE 4.1(B).
  
 CLASS 0.083 0.083 HR (5 MIN)
 CLASS 0.25 0.25 HR (15 MIN)
 CLASS 2 2 HR
 CLASS 6 6 HR
 CLASS 48 48 HR
 CLASS X OTHER TIME, IN HOURS, AS REQUIRED BY THE
 APPLICATION, CODE, OR USER
  
 4.2* CLASS. THE CLASS DEFINES THE MINIMUM TIME, IN
 HOURS, FOR
 WHICH THE EPSS IS DESIGNED TO OPERATE AT ITS RATED LOAD
 WITHOUT
 BEING REFUELED OR RECHARGED. [SEE TABLE 4.1(A).]
 4.3 TYPE. THE TYPE DEFINES THE MAXIMUM TIME, IN
 SECONDS,
 THAT THE EPSS WILL PERMIT THE LOAD TERMINALS OF THE
 TRANSFER
 SWITCH TO BE WITHOUT ACCEPTABLE ELECTRICAL POWER. TABLE
 4.1(B)
 PROVIDES THE TYPES DEFINED BY THIS STANDARD.
 4.4* LEVEL. THIS STANDARD RECOGNIZES TWO LEVELS OF
 EQUIPMENT
 INSTALLATION, PERFORMANCE, AND MAINTENANCE.
 4.4.1* LEVEL 1 SYSTEMS SHALL BE INSTALLED WHERE FAILURE
 OF THE
 EQUIPMENT TO PERFORM COULD RESULT IN LOSS OF HUMAN LIFE
 OR
 SERIOUS INJURIES.
 4.4.2* LEVEL 2 SYSTEMS SHALL BE INSTALLED WHERE FAILURE
 OF THE
 EPSS TO PERFORM IS LESS CRITICAL TO HUMAN LIFE AND
 SAFETY.
  
  
  
  
 2) SHEET E 1 - THERE ARE INDICATIONS OF WHAT APPEARS TO
 BE SLABS UNDER EACH GENERATOR.
  
 THERE ARE NO SLAB DETAILS INCLUDING TIE-DOWNS.
  
 PER NFPA 110, STANDARD FOR
 EMERGENCY AND STANDBY POWER SYSTEMS, 2013 EDITION
  
 7.4 MOUNTING.
 7.4.1 ROTATING ENERGY CONVERTERS SHALL BE INSTALLED ON
 SOLID
 FOUNDATIONS TO PROHIBIT SAGGING OF FUEL, EXHAUST, OR
 LUBRICATINGOIL
 PIPING AND DAMAGE TO PARTS RESULTING IN LEAKAGE AT
 JOINTS.
 7.4.1.1 SUCH FOUNDATIONS OR STRUCTURAL BASES SHALL
 RAISE THE
 ENGINE AT LEAST 150 MM (6 IN.) ABOVE THE FLOOR OR GRADE
 LEVEL
 AND BE OF SUFFICIENT ELEVATION TO FACILITATE
 LUBRICATING-OIL DRAINAGE
 AND EASE OF MAINTENANCE.
 7.4.2 FOUNDATIONS SHALL BE OF THE SIZE (MASS) AND TYPE
 RECOMMENDED
 BY THE ENERGY CONVERTER MANUFACTURER.
 7.4.3 WHERE REQUIRED TO PREVENT TRANSMISSION OF
 VIBRATION
 DURING OPERATION, THE FOUNDATION SHALL BE ISOLATED FROM
 THE
 SURROUNDING FLOOR OR OTHER FOUNDATIONS, OR BOTH, IN
 ACCORDANCE
 WITH THE MANUFACTURER?S RECOMMENDATIONS AND ACCEPTED
 STRUCTURAL ENGINEERING PRACTICES.
 7.4.4 THE EPS SHALL BE MOUNTED ON A FABRICATED METAL
 SKID
 BASE OF THE TYPE THAT SHALL RESIST DAMAGE DURING
 SHIPPING AND
 HANDLING. AFTER INSTALLATION, THE BASE SHALL MAINTAIN
 ALIGNMENT
 OF THE UNIT DURING OPERATION.
 7.5* VIBRATION. VIBRATION ISOLATORS, AS RECOMMENDED BY
 THE
 MANUFACTURER OF THE EPS, SHALL BE INSTALLED EITHER
 BETWEEN THE
 ROTATING EQUIPMENT AND ITS SKID BASE OR BETWEEN THE
 SKID BASE
 AND THE FOUNDATION OR INERTIA BASE.
 PLEASE REVIEW AND PROVIDE.
  
  
  
 3) THERE ARE NO MANUFACTURE SPECIFICATION SHEETS TO
 REVIEW AND CONFIRM RELATED REQUIRERMENTS.
  
 PLEASE PROVIDE.
  
  
 4) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
 5) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2020-10-06 Cont ID  
Sent By shill Date 2020-10-06 Time 07:14 Rev Time 0.00
Received By shill Date 2020-09-09 Time 16:04 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2020-08-10 Cont ID  
Sent By cpuell Date 2020-08-10 Time 14:52 Rev Time 0.00
Received By cpuell Date 2020-07-17 Time 11:19 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2020-07-13 Cont ID  
Sent By lmarchan Date 2020-07-13 Time 10:23 Rev Time 0.00
Received By lmarchan Date 2020-06-11 Time 09:57 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2020-09-15 Cont ID  
Sent By rmcphers Date 2020-09-15 Time 15:30 Rev Time 0.00
Received By rmcphers Date 2020-09-15 Time 15:30 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2020-08-03 Cont ID  
Sent By rmcphers Date 2020-08-03 Time 15:10 Rev Time 0.00
Received By rmcphers Date 2020-08-03 Time 15:10 Sent To  
Notes
2020-08-03 15:11:01SEE BUILDING PLAN REVIEW
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2020-06-25 Cont ID  
Sent By rmcphers Date 2020-06-25 Time 08:00 Rev Time 0.00
Received By rmcphers Date 2020-06-25 Time 08:00 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status P Date 2020-10-02 Cont ID  
Sent By awooten Date 2020-10-02 Time   Rev Time 0.00
Received By awooten Date 2020-10-02 Time   Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status F Date   Cont ID  
Sent By   Date 2020-08-06 Time   Rev Time 0.00
Received By   Date 2020-08-06 Time   Sent To  
Notes
2020-08-06 15:30:14****************ZONING REVIEW FAILED****************
  
 PROVIDE A SURVEY WITH THE LOCATION OF THE GENERATOR
 WITH SETBACKS.
  
 CODE REQUIREMENTS:
  
 MECHANICAL EQUIPMENT MAY NOT PROJECT MORE THAN FOUR
 FEET INTO A SETBACK.
  
 ALANA WOOTEN
 PLANNER
 PLANNING DIVISION
 [email protected]
 561-822-1449
Review Stop Z ZONING
Rev No 1 Status F Date 2020-07-06 Cont ID  
Sent By awooten Date 2020-07-06 Time   Rev Time  
Received By awooten Date 2020-07-06 Time   Sent To  
Notes
2020-07-06 13:57:43****************ZONING REVIEW FAILED****************
  
 PROVIDE A SURVEY WITH THE LOCATION OF THE GENERATOR
 WITH SETBACKS.
  
 CODE REQUIREMENTS:
  
 MECHANICAL EQUIPMENT MAY NOT PROJECT MORE THAN FOUR
 FEET INTO A SETBACK.
  
 ALANA WOOTEN
 PLANNER
 PLANNING DIVISION
 [email protected]
 561-822-1449


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