Plan Review Details - Permit 15051296
Plan Review Stops For Permit 15051296
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2015-07-31 Cont ID  
Sent By jwitmer Date 2015-07-31 Time 06:59 Rev Time 0.00
Received By jwitmer Date 2015-07-31 Time 06:28 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status P Date 2015-06-09 Cont ID  
Sent By jwitmer Date 2015-06-09 Time 07:01 Rev Time 0.00
Received By jwitmer Date 2015-06-09 Time 06:32 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2015-06-29 Cont ID  
Sent By albarran Date 2015-06-29 Time 19:25 Rev Time 0.00
Received By albarran Date 2015-06-29 Time 18:54 Sent To  
Notes
2015-06-29 19:27:54SHALL INSTALL THE REQUIRED SIGNED OUTLET ABOVE/ADJACENT
 TO ENTRY DOOR. (NEC 600.5).
 CROSSED OUT AN INCORRECTLY QUOTED CODE SECTION (230.98)
 ROMEX IS A BRAND NAME, NM CABLE IS SUBSTITUTED FOR
 ROMEX.
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2015-06-03 Cont ID  
Sent By pleduc Date 2015-06-03 Time   Rev Time 0.00
Received By pleduc Date 2015-06-03 Time 12:02 Sent To  
Notes
2015-06-03 12:09:37THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC,
 FIRE MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 PLEASE CONSIDER THE FOLLOWING AS PROVISO:
  
 THE PROPOSED PROJECT SHALL MEET THE REQUIREMENTS OF THE
 5TH EDITION OF FLORIDA FIRE PREVENTION CODE INCLUDING
 THE 2012 EDITION OF NFPA 1 AND NFPA 101 AND ALL OTHER
 APPLICABLE CODES OR STANDARDS.
 FIRE SPRINKLER WORK SHALL COMPLY WITH THE REQUIREMENTS
 OF NFPA 13, 2010 EDITION.
 FIRE ALARM WORK SHALL COMPLY WITH THE REQUIREMENTS OF
 NFPA 72, 2010 EDITION.
 CONSTRUCTION WORK SHALL COMPLY WITH THE REQUIREMENTS OF
 NFPA 241, 2009 EDITION.
 FIRE EXTINGUISHERS SHALL COMPLY WITH THE REQUIREMENTS
 OF NFPA 10, 2010 EDITION.
 ELECTRIC WORK SHALL COMPLY WITH NFPA 70, 2011 EDITION.
  
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2015-07-31 Cont ID  
Sent By   Date 2015-07-31 Time   Rev Time 0.00
Received By lmarchan Date 2015-07-17 Time 09:17 Sent To  
Notes
2015-07-23 09:17:45ROUTED TO CCOLE
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2015-07-08 Cont ID  
Sent By lmarchan Date 2015-07-08 Time 11:09 Rev Time  
Received By lmarchan Date 2015-05-29 Time   Sent To  
Notes
2015-05-29 16:12:15B34
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2015-06-09 Cont ID  
Sent By jwitmer Date 2015-06-09 Time 06:50 Rev Time 0.00
Received By jwitmer Date 2015-06-09 Time 06:50 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2015-07-23 Cont ID  
Sent By ccole Date 2015-07-23 Time 12:26 Rev Time 0.00
Received By ccole Date 2015-07-23 Time 12:26 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2015-07-08 Cont ID  
Sent By ccole Date 2015-07-08 Time 07:08 Rev Time 0.00
Received By ccole Date 2015-07-07 Time 07:08 Sent To  
Notes
2015-07-08 07:41:281ST REVIEW: FBC 2010 MECHANICAL
  
 1) PROVIDE COOLING AND HEATING LOAD CALCULATIONS FOR
 THE PROPOSED AC SYSTEM IN ACCORDANCE WITH ACCA MANUAL N
 OR THE ACCA/ASHRAE STANDARD 183- SECTION 503.2.1 FBC-10
 ENERGY CONSERVATION.
 2) SHEET A3: THE PLAN IS INDICATING THE AREA ABOVE THE
 CEILING IS A RETURN AIR PLENUM. REFERENCE SECTION
 602.2.1 AND ALL APPLICABLE SUB-SECTIONS PERTAINING TO
 NON-COMBUSTIBLE AND OTHER MATERIALS PERMITTED TO BE
 INSTALLED IN THE PLENUM. PLEASE PLACE NOTES ON THE PLAN
 TO VERIFY COMPLIANCE.
 3) A3: INDICATE THE TYPE AND SIZE OF CONDENSATE PIPING
 AND CLARIFY THE DISCHARGE LOCATION- SECTION 307. THERE
 IS A NOTE ON THE PLAN STATING "PROVIDE COND. TO WET
 COL.": PLEASE CLARIFY IF THIS IS AN EXISTING STORM
 DRAIN RISER.
 4) A3: PROVIDE UPDATED WIND LOAD TIE-DOWN ENGINEERING
 FOR ANCHORING THE CONDENSER TO THE PAD. THE DETAIL ON
 THE PLAN IS INDICATING A WIND SPEED OF 120 MPH.
 REFERENCE SECTION 301.12 FBC-10 MECHANICAL, AND SECTION
 1609 FBC-10 BUILDING. THE ULTIMATE DESIGN WIND SPEED
 FOR RISK CATEGORY II IN WEST PALM BEACH IS 170 MPH- SEE
 FIGURE 1609A. REVISE THE DETAIL ACCORDINGLY AND
 INDICATE THE TYPE, SIZE, AND GAGE OF STEEL HURRICANE
 STRAPS TO BE INSTALLED.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2015-07-24 Cont ID  
Sent By tklarge Date 2015-07-24 Time 02:33 Rev Time 0.00
Received By tklarge Date 2015-07-24 Time 02:13 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2015-06-16 Cont ID  
Sent By tklarge Date 2015-06-16 Time 06:41 Rev Time 0.00
Received By tklarge Date 2015-06-16 Time 06:16 Sent To  
Notes
2015-06-16 06:15:231) SHOW THE LENGTH AND WIDTH DIMENSIONS OF BOTH TOILET
 ROOMS. THE MINIMUM WIDTH OF THE TOILET ROOMS SHALL BE
 85 INCHES WHEN ALL THE PLUMBING FIXTURES ARE LOCATED ON
 THE SAME WALL. 86 INCHES IN WIDTH ALLOWS FOR
 CONSTRUCTION TOLERANCES.WPB AMEND. TO FBC SEC. 107.2.1.
 2) THE BREAKROOM SINK SHALL COMPLY WITH THE FL. ACCESS.
 CODE SECS. 212, 606, 804.
 3) THE MAXIMUM HEIGHT OF THE COUNTER OF THE BREAK ROOM
 SINK SHALL BE AT 34 INCHES ABOVE FINISH FLOOR.
 FBC-ACCESSIBILITY SECC.606.3.
 4) SUBMIT A WATER RISER FOR BOTH TOILET ROOMS. WPB
 AMEND. TO FBC SEC. 107.3.5.1.3.
 5) CLEANOUTS ARE REQD. IN THE WASTE STACKS PER 2010
 FBC-PLUMBING, SEC.708.3.4.
 6) SHT.A-3 - PLUMBING NOTES # 1 & # 8 REFER TO THE 2007
 FLORIDA PLUMBING CODE. REVISE NOTES TO REFER TO 2010
 FPC.
 7) THE LAYOUT/LOCATION OF THE PLUMBING FIXTURES ON THE
 SANITARY RISER DOES NOT CORRELATE WITH THE FLOOR PLAN.
 WPB AMEND. TO FBC SEC. 107.2.1.
 8) IDENTIFY THE WASTE STACK FOR THE BREAK ROOM SINK.
 BOTH STACKS ARE LABELED AS A LAVATORY.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
Review Stop Z ZONING
Rev No 1 Status P Date 2015-06-08 Cont ID  
Sent By ajones Date 2015-06-08 Time 13:53 Rev Time 0.00
Received By ajones Date 2015-06-08 Time 13:53 Sent To  
Notes
***NONE***


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