Plan Review Details - Permit 13020554
Plan Review Stops For Permit 13020554
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2013-12-19 Cont ID  
Sent By jwitmer Date 2013-12-19 Time 09:29 Rev Time 0.00
Received By jwitmer Date 2013-12-19 Time 09:29 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status P Date 2013-03-14 Cont ID  
Sent By jwitmer Date 2013-03-14 Time 08:19 Rev Time 0.00
Received By jwitmer Date 2013-02-26 Time 12:53 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2013-03-08 Cont ID  
Sent By rlecky Date 2013-03-08 Time 16:11 Rev Time 0.00
Received By rlecky Date 2013-03-08 Time 15:31 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2013-12-10 Cont ID  
Sent By wjolin Date 2013-12-10 Time 14:35 Rev Time 0.00
Received By wjolin Date 2013-12-10 Time 14:34 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2013-03-18 Cont ID  
Sent By wjolin Date 2013-03-18 Time 13:41 Rev Time 0.00
Received By wjolin Date 2013-03-06 Time 13:07 Sent To  
Notes
2013-03-18 13:23:586651 NORTH JOG ROAD - TIPPING BUILDING
 TRACKING #13020554
 PERMIT #12040748
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 SHEET FP-100: THE TIPPING BUILDING IS APPROXIMATELY 150
 FEET WIDE AND THE NOTIFICATION APPLIANCES INDICATE A
 CANDELA RATING OF 135 CD. NFPA 72 (2010 ED.) TABLE
 18.5.43.1(A) APPEARS TO INDICATE THAT WALL MOUNTED 135
 CD APPLIANCES CAN COVER A ROOM WIDTH OF 110 FEET WHICH
 WILL RESULT IN INADEQUATE NOTIFICATION AT THE MIDPOINT
 OF THE TIPPING BUILDING.
  
 SHEET FP-113: PER NFPA 13 SECTION 8.16.1.2.1 "IN
 PORTIONS OF SYSTEMS WHERE ALL COMPONENTS ARE NOT LISTED
 FOR PRESSURE GREATER THAN 175 PSI AND THE POTENTIAL
 EXISTS FOR NORMAL (NONFIRE CONDITION) WATER PRESSURE IN
 EXCESS OF 175 PSI, A LISTED PRESSURE-REDUCING VALVE
 SHALL BE INSTALLED AND SET FOR AN OUTLET PRESSURE NOT
 EXCEEDING 165 PSI AT THE MAXIMUM INLET PRESSURE."
  
 SHEET FP-113: PROVIDE EXTERIOR PIV OR RISER WALL PIVS.
  
 SHEET FP-113: NFPA 850 ( FIRE PROTECTION FOR ELECTRIC
 GENERATING PLANTS & HIGH VOLTAGE DC CONVERTER STATIONS)
 SECTION 9.1.5.6 INDICATES, "AUTOMATIC SPRINKLERS SHOULD
 BE CORROSION RESISTANT TO WITHSTAND CORROSION FROM
 PRODUCTS OF COMBUSTION FROM COMBUSTION ENGINE-DRIVEN
 FRONT END LOADERS AND FROM TRASH TRUCKS."
  
 SHEET FP-113: NFPA 850 (FIRE PROTECTION FOR ELECTRIC
 GENERATING PLANTS & HIGH VOLTAGE DC CONVERTER STATIONS)
 SECTION 9.3.3.1 INDICATES, "THE TIPPING/RECEIVING
 BUILDING SHOULD BE PROVIDED WITH HIGH TEMPERATURE
 SPRINKLERS 250F TO 300F.
  
 SHEET FP-113: COULD NOT LOCATE HYDRAULIC CALCULATIONS.
 PLEASE SUBMIT.
  
 WESLEY JOLIN
 FIRE INVESTIGATOR & INSPECTOR
 OFFICE OF THE FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 805-6730
  
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2013-12-19 Cont ID  
Sent By jwitmer Date 2013-12-19 Time 09:29 Rev Time 0.00
Received By jwitmer Date 2013-11-08 Time 08:54 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date   Cont ID  
Sent By   Date 2013-03-18 Time   Rev Time 0.00
Received By rregueir Date 2013-02-22 Time 11:57 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status P Date 2013-03-01 Cont ID  
Sent By lwagner Date 2013-03-01 Time 14:22 Rev Time 0.00
Received By lwagner Date 2013-03-01 Time 13:01 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2014-01-24 Cont ID  
Sent By rregueir Date 2014-01-17 Time 11:29 Rev Time 0.00
Received By rregueir Date 2014-01-17 Time 11:29 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status P Date 2013-12-11 Cont ID  
Sent By eschneid Date 2013-12-11 Time 14:35 Rev Time 0.75
Received By eschneid Date 2013-12-11 Time 14:35 Sent To  
Notes
2013-12-11 14:35:53THE ELEVATION CHANGES REQUIRE AN AMENDMENT TO THE
 APPROVED SITE PLAN PRIOR TO C.O.
2013-12-05 15:19:3312/5/13
Review Stop Z ZONING
Rev No 1 Status F Date 2013-03-01 Cont ID  
Sent By eschenid Date 2013-03-01 Time 16:07 Rev Time 2.00
Received By eschneid Date 2013-03-01 Time 16:07 Sent To  
Notes
2013-03-01 16:09:56FAILED
  
 1) THE TIPPING FLOOR BUILDING ELEVATIONS DO NOT MATCH
 THE ELEVATIONS APPROVED AS PART OF THE SITE PLAN
 APPROVAL.
  
 A) THE ROOF IS NO LONGER A CURVED SLOPE (NORTH TO
 SOUTH) WITH FENESTRATION ON THE EXTENDED WALL. THE
 PROVISION OF ARCHITECTURAL DETAILING FOR THE POWER
 BLOCK BUILDING TO ENHANCE THE PRESENTATION OF THE
 EXTERIOR OF THE BUILDING WAS SPECIFICALLY DISCUSSED
 DURING THE SITE PLAN REVIEW PROCESS. STAFF WILL NOT
 SUPPORT THE REGRESSION OF THE ARCHITECTURAL DESIGN TO A
 BOX WITH CORRUGATED SIDES AS SHOWN ON THE PERMIT PLANS.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446.
2013-02-26 14:54:492/26/13


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