Plan Review Details - Permit 14040472
Plan Review Stops For Permit 14040472
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2014-06-12 Cont ID  
Sent By rmcdouga Date 2014-06-12 Time 08:19 Rev Time 0.00
Received By rmcdouga Date 2014-06-12 Time 08:19 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2014-04-17 Cont ID  
Sent By rmcdouga Date 2014-04-17 Time 17:13 Rev Time 0.00
Received By rmcdouga Date 2014-04-16 Time 18:48 Sent To  
Notes
2014-04-17 09:35:312010 FBC
  
 DENIED BY BUILDING
  
 1) SHOW COMPLIANCE WITH FBC ENERGY CONSERVATION SECTION
 409.3.4 WHICH REQUIRES POOL PUMP MOTORS ONE HP OR
 LARGER TO HAVE AT LEAST TWO SPEEDS,
  
 2) THE PLANS ARE REQUIRED TO BE SIGNED AND SEALED BY
 THE ENGINEER RESPONSIBLE FOR THE DESIGN OF THE POOL.
 FS471 AND CITY AMENDMENTS 107.2.1
  
 3) THE VALUE FOR THE WORK OF $10,000 ON THE APPLICATION
 IS TOO LOW. THE VALUE WILL BE ADJUSTED BASED ON THE
 MARSHALL-SWIFT VALUATION GUIDE. CITY AMENDMENTS 109.3
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
 [email protected]
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2014-04-17 Cont ID  
Sent By rmcdouga Date 2014-04-16 Time 18:47 Rev Time 0.00
Received By rmcdouga Date 2014-04-16 Time 18:47 Sent To  
Notes
***NONE***
Review Stop G GAS REVIEW
Rev No 1 Status N Date 2014-04-16 Cont ID  
Sent By rmcdouga Date 2014-04-16 Time 18:44 Rev Time 0.00
Received By rmcdouga Date 2014-04-16 Time 18:44 Sent To  
Notes
2014-04-16 18:47:05NO GAS IS SHOWN ON PLANS. A SEPARATE APPLICATION,
 PERMIT AND REVIEW IS REQUIRED FOR GAB.
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2014-07-29 Cont ID  
Sent By rmcdouga Date 2014-07-29 Time 13:52 Rev Time 0.00
Received By rmcdouga Date 2014-07-23 Time 13:57 Sent To  
Notes
2014-07-23 13:58:03TO RM DESK
  
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2014-06-12 Cont ID  
Sent By rmcdouga Date 2014-06-12 Time 08:44 Rev Time 0.00
Received By rmcdouga Date 2014-06-09 Time 07:21 Sent To  
Notes
2014-06-10 07:21:32TO RM DESK
  
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2014-04-17 Cont ID  
Sent By rmcdouga Date 2014-04-17 Time 17:13 Rev Time 0.00
Received By rmcdouga Date 2014-04-17 Time 17:13 Sent To  
Notes
2014-04-14 11:50:58ROUTED TO ZONING
Review Stop P PLUMBING
Rev No 4 Status P Date 2014-07-29 Cont ID  
Sent By rmcdouga Date 2014-07-29 Time 13:51 Rev Time 0.00
Received By rmcdouga Date 2014-07-29 Time 12:40 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status F Date 2014-07-08 Cont ID  
Sent By rmcdouga Date 2014-07-08 Time 08:04 Rev Time 0.00
Received By rmcdouga Date 2014-07-08 Time 08:04 Sent To  
Notes
2014-07-08 08:05:09COMMENTS FROM PREVIOUS REVIEW HAVE NOT BEEN ADDRESSED.
Review Stop P PLUMBING
Rev No 2 Status F Date 2014-06-12 Cont ID  
Sent By rmcdouga Date 2014-06-12 Time 08:19 Rev Time 0.00
Received By rmcdouga Date 2014-06-12 Time 08:19 Sent To  
Notes
2014-06-12 08:58:162010 FBC
  
 DENIED BY PLUMBING
  
 1) THE SUBMIT TWO COPIES OF THE MANUFACTURER'S
 SPECIFICATIONS INCLUDING THE PUMP CURVE FOR THE 2.5 HP
 SWIMMING POOL PUMP THAT WILL BE INSTALLED. CITY
 AMENDMENTS 107.2.1.3
 THE PUMP CURVE THAT WAS SUBMITTED HAS BOTH THE 2 HP AND
 2.5 HP PUMP CURVES MARKED. THE 2.5 HP SUPERFLO PUMP
 APPEARS TO BE A SINGLE SPEED MODEL BECAUSE A LOW SPEED
 PUMP CURVE IS NOT SHOWN ON THE CHART FOR IT. PLEASE
 CORRECT.
  
 2) SHOW COMPLIANCE WITH ANSI/APSP-7 2006 SECTION 4.4
 WHICH LIMITS WATER VELOCITY TO A MAXIMUM OF 6 FT/SEC IN
 THE BRANCH SUCTION PIPING WHEN ONE OF A PAIR IS
 BLOCKED.
 THE CALCULATIONS ARE BASED ON A THE TWO SPEED PENTAIR
 SUPERFLO 2HP POOL PUMP AND THE PLANS SPECIFY A 2.5 HP
 PUMP. THE 2.5 HP SUPERFLO PUMP APPEARS TO BE A SINGLE
 SPEED MODEL BECAUSE A LOW SPEED PUMP CURVE IS NOT SHOWN
 ON THE CHART FOR IT. PLEASE CORRECT.
  
 3) SUBMIT TWO SETS OF TDH CALCULATIONS, WATER VELOCITY
 CALCULATIONS AND TURNOVER RATE CALCULATIONS. CITY
 AMENDMENTS 107.2.1.3, FBC R4101.6.3 AND R4101.20
 THE SIMPLIFIED TDH CALCULATION HAS OTHER LOSSES LISTED
 AS 19.5 FT. WHAT ARE THESE OTHER LOSSES. IF THE 19.5 FT
 CAN NOT BE JUSTIFIED THE TDH IS 22. THE TDH YOU SHOW AS
 41.5 FEET WHICH INCLUDES THE 19.5 FEET. ON THE PUMP
 CHART USING 41.5 FEET, THE FLOW RATE FOR THE 2 HP AT
 HIGH SPEED IS 88 GPM. AT 88 GPM FLOW RATE, TO COMPLY
 WITH WATER VELOCITY REQUIREMENTS THE BRANCH PIPING FOR
 THE MAIN DRAIN SHOULD BE 2.5 " TO COMPLY WITH 6 FT/SEC
 AND THE REST OF THE SUCTION PIPING SHOULD BE 2.5" TO
 COMPLY WITH 8 FT/SEC. THE SUPPLY PIPING SHOULD BE 2" TO
 COMPLY WITH 10 FT/SEC. ON SHEETS 3.0 AND 5.0 OF THE
 PLANS SPECIFY A 2.5 HP POOL PUMP WITH A FLOW RATE OF
 130 GPM AT 60 FEET TDH. THE VELOCITY IN THE SUCTION AND
 RETURN LINES SHOWN ON THE PLANS DO NOT COMPLY WITH THE
 MAXIMUM VELOCITIES ALLOWED BY FBC R4101.6.3 &
 ANSI/APSP-7 2006 SECTION 4.4. PLEASE CORRECT.
  
 4) SHOW THAT THE SUCTION OUTLET COVERS ARE LISTED IN
 ACCORDANCE WITH ANSI/ASME A112.19.8. THE INFORMATION
 SUBMITTED FOR THE OUTLET COVERS DOES NOT INDICATE THAT
 THEY ARE LISTED IN ACCORDANCE WITH ANSI/ASME A112.19.8.
  
 5) THE ENGINEER DID NOT SIGN AND SEAL SHEET S1.0 WHICH
 SPECIFIES THE VOLUME OF THE POOL & SPA AND THE TURN
 OVER RATE. SPECIFY THE NORMAL OPERATING FLOW RATE IN
 GALLONS PER MINUTE USED TO DETERMINE THE TURN OVER RATE
 ON THE PLANS. PLEASE SIGN AND SEAL THIS SHEET OR
 PROVIDE THIS INFORMATION ON ONE OF THE SIGNED AND
 SEALED PLAN SHEETS.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
 [email protected]
Review Stop P PLUMBING
Rev No 1 Status F Date 2014-04-17 Cont ID  
Sent By rmcdouga Date 2014-04-17 Time 17:13 Rev Time 0.00
Received By rmcdouga Date 2014-04-16 Time 18:48 Sent To  
Notes
2014-04-17 07:36:062010 FBC
  
 DENIED BY PLUMBING
  
 1) THE POOL PLANS ARE REQUIRED TO BE SIGNED AND SEALED
 BY THE FLORIDA LICENSED ENGINEER RESPONSIBLE FOR THE
 DESIGN. FS 471 AND CITY AMENDMENTS 107.2.1
  
 2) SUBMIT TWO COPIES OF THE MANUFACTURER'S
 SPECIFICATIONS INCLUDING THE PUMP CURVE FOR THE 2.5 HP
 SWIMMING POOL PUMP THAT WILL BE INSTALLED. CITY
 AMENDMENTS 107.2.1.3
  
 3) SHOW COMPLIANCE WITH ANSI/APSP-7 2006 SECTION 4.4
 WHICH LIMITS WATER VELOCITY TO A MAXIMUM OF 6 FT/SEC IN
 THE BRANCH SUCTION PIPING WHEN ONE OF A PAIR IS
 BLOCKED.
  
 4) SUBMIT TWO SETS OF TDH CALCULATIONS, WATER VELOCITY
 CALCULATIONS AND TURNOVER RATE CALCULATIONS. CITY
 AMENDMENTS 107.2.1.3, FBC R4101.6.3 AND R4101.20
  
 5) SHOW THAT THE SUCTION OUTLET COVERS ARE LISTED IN
 ACCORDANCE WITH ANSI/ASME A112.19.8.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
 [email protected]
Review Stop Z ZONING
Rev No 1 Status P Date 2014-04-14 Cont ID  
Sent By sgraham Date 2014-04-14 Time   Rev Time 0.00
Received By sgraham Date 2014-04-14 Time 14:55 Sent To B
Notes
***NONE***


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