Plan Review Details - Permit 09060657
Plan Review Stops For Permit 09060657
Review Stop AD ADDRESSING
Rev No 1 Status P Date 2009-07-06 Cont ID  
Sent By jnguyen Date 2009-07-06 Time 10:07 Rev Time 0.00
Received By jnguyen Date 2009-07-06 Time 08:00 Sent To  
Notes
2009-07-06 10:06:50I HAVE EXAMINED THE SITE PLANS & CONTACTED THE
 ENGINEER, JAMES BARTON OF CH2MHILL TO ROUGHLY DETERMINE
 THE SERVICE POINT. FOR THIS PERMIT , PLEASE UTILIZE THE
 EXISTING ADDRESS OF 100 S FLAGLER DR (REFERENCING THE
 NORTH WATER FRONT DOCK) UNDER PCN# 74434328090160010. I
 HAVE ALREADY ALTERED THE COMMUNITYPLUS RECORD FROM @
 151 S FLAGLER DR TO @ 100 S FLAGLER DR, SO THIS PERMIT
 RECORD DOES NOT NEED TO BE MOVED. I WILL RETURN THE
 SITE PLANS BACK TO ROBERT BROWN'S OFFICE.

Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2009-08-21 Cont ID  
Sent By rbrown Date 2009-08-21 Time 12:18 Rev Time 0.00
Received By rbrown Date 2009-08-21 Time 12:18 Sent To  
Notes
***NONE***

Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2009-08-17 Cont ID  
Sent By rbrown Date 2009-08-17 Time 18:13 Rev Time 0.00
Received By rbrown Date 2009-08-17 Time 18:13 Sent To  
Notes
2009-08-17 18:16:04THE COMMENTS FROM THE PREVIOUS PLAN REVIEW (7/6/09)
 HAVE NOT BEEN ADDRESSED. THE SAME COMMENTS HAVE BEEN
 REPEATED HERE AGAIN:
  
 BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN (561) 805 6652
 E-MAIL: [email protected]
  
 FBC = FLORIDA BUILDING CODE 2007
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
 F.S.= FLORIDA (STATE) STATUTE
  
 THE COMMENTS FROM THE PREVIOUS PLAN REVIEW (7/6/09)
 WERE NOT BEEN ADDRESSED. THE SAME COMMENTS HAVE BEEN
 REPEATED HERE AGAIN:
  
 1) FBC 1604.2 ANCHOR BOLTS FOR 25'-0" LIGHT POLE WITH
 FIXTURE F3. PLAN SHEET E05, DETAIL 4, SPECIFIES 4
 ANCHOR BOLTS 3/4" DIA. X 32" WHICH IS NOT CORRECT. THE
 BOLTS SHOULD BE 4 ANCHOR BOLTS 1" DIA. X 36" AS
 SPECIFIED ON THE SUBMITTED AMERON POLE PRODUCTS
 DIVISION DRAWING NO. 0905-043 (8.5" X 11" DRAWING
 SHEET). AMEND PLAN SHEET E05.
  
 2) FBC 1604.2 BOLT CIRCLE DIAMETER FOR ANCHOR BOLTS FOR
 25'-0" LIGHT POLE WITH FIXTURE F3. PLAN SHEET E05,
 DETAIL 4, DOES NOT SPECIFY THE BOLT CIRCLE DIAMETER FOR
 THE 4 ANCHOR BOLTS. THE BOLT CIRCLE DIAMETER SHOULD BE
 11.5" AS SPECIFIED ON THE SUBMITTED AMERON POLE
 PRODUCTS DIVISION DRAWING NO. 0905-043 (8.5" X 11"
 DRAWING SHEET). AMEND PLAN SHEET E05.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 TELEPHONE: (561) 805 6652 ROBERT BROWN
 E-MAIL: [email protected]

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2009-07-06 Cont ID  
Sent By rbrown Date 2009-07-06 Time 19:04 Rev Time 0.00
Received By rbrown Date 2009-07-06 Time 19:04 Sent To  
Notes
2009-07-06 19:23:37BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN (561) 805 6652
 E-MAIL: [email protected]
  
 FBC = FLORIDA BUILDING CODE 2007
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
 F.S.= FLORIDA (STATE) STATUTE
  
 1) FBC 1604.2 ANCHOR BOLTS FOR 25'-0" LIGHT POLE WITH
 FIXTURE F3. PLAN SHEET E05, DETAIL 4, SPECIFIES 4
 ANCHOR BOLTS 3/4" DIA. X 32" WHICH IS NOT CORRECT. THE
 BOLTS SHOULD BE 4 ANCHOR BOLTS 1" DIA. X 36" AS
 SPECIFIED ON THE SUBMITTED AMERON POLE PRODUCTS
 DIVISION DRAWING NO. 0905-043 (8.5" X 11" DRAWING
 SHEET). AMEND PLAN SHEET E05.
  
 2) FBC 1604.2 BOLT CIRCLE DIAMETER FOR ANCHOR BOLTS FOR
 25'-0" LIGHT POLE WITH FIXTURE F3. PLAN SHEET E05,
 DETAIL 4, DOES NOT SPECIFY THE BOLT CIRCLE DIAMETER FOR
 THE 4 ANCHOR BOLTS. THE BOLT CIRCLE DIAMETER SHOULD BE
 11.5" AS SPECIFIED ON THE SUBMITTED AMERON POLE
 PRODUCTS DIVISION DRAWING NO. 0905-043 (8.5" X 11"
 DRAWING SHEET). AMEND PLAN SHEET E05.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 TELEPHONE: (561) 805 6652 ROBERT BROWN
 E-MAIL: [email protected]

Review Stop E ELECTRICAL
Rev No 3 Status P Date 2009-08-21 Cont ID  
Sent By dpalmer Date 2009-08-21 Time 12:52 Rev Time 0.00
Received By dpalmer Date 2009-08-21 Time 12:52 Sent To PC
Notes
2009-08-21 12:52:29NEW SHEETS E-5 AND E-6

Review Stop E ELECTRICAL
Rev No 2 Status P Date 2009-08-04 Cont ID  
Sent By dpalmer Date 2009-08-04 Time 15:55 Rev Time 0.00
Received By dpalmer Date 2009-08-04 Time 15:55 Sent To B
Notes
2009-08-04 15:56:36NO TAPS IN GUTTER, ALL CONDUITS FROM TRANSFORMER ARE
 SEPARATE TO EACH PANEL.

Review Stop E ELECTRICAL
Rev No 1 Status F Date 2009-07-03 Cont ID  
Sent By dpalmer Date 2009-07-03 Time 15:48 Rev Time 0.00
Received By dpalmer Date 2009-07-03 Time 15:48 Sent To B
Notes
2009-07-03 15:48:43 
 ** DENIED
  
 ** BASED ON THE COMMENTS BELOW. IF A PERMIT ONLY FOR
 UNDERGROUND CONDUIT INSTALLATIONS WOULD ALLEVIATE ANY
 DELAYS IN THE PROJECT START DATE THIS MAY BE DONE UNDER
 SEPARATE PERMIT APPLICATION(S).
 GAVE INFORMATION TO CONTRACTOR AS THIS MAY BE AN OPTION
 TO GET STARTED.
  
  
 1) NOTE: TWO PERMIT APPLICATIONS WERE SUBMITTED FOR
 09060658 AND 09060657. BOTH FOR THE SAME LOCATION
 ADDRESS OF * @151 S FLAGLER*. PER THE PLANS THERE ARE
 TWO SERVICE POINTS WHICH NEED TO CONTAIN SEPARATE
 ADDRESSES.
 AN E-MAIL WAS SENT TO ADDRESSING REVIEWER TO
 ADJUSTMENTS. PLEASE BE SURE ADDRESS IS NOTED ON PLANS.
 FOR ANY SHEETS WHICH DO NOT NEED TO BE REVISED FOR CODE
 COMMENTS MAY HAVE NEW ADDRESS PLACED NEATLY ON TITLE
 BLOCKS.
 FAC 61G15-23.002, FBC 106.5 FOR RECORD DOCUMENTS.
  
 2) NOTE: PLEASE SEE RISER. THERE IS AN EQUIPMENT
 GROUNDING CONDUCTOR SHOWN FROM FPL METER TO THE FIRST
 MEANS OF DISCONNECT. AS THE NEC REQUIRES THE FIRST
 MEANS OF DISCONNECT TO BE BONDED IF AN EQUIPMENT
 GROUNDING CONDUCTOR IS INSTALLED THIS WOULD CREATE A
 PARALLEL PATH WITH THE GROUNDED/NEUTRAL CONDUCTOR. THIS
 COULD CREATE OBJECTIONABLE CURRENT WHICH IS NOT
 PERMITTED.
 PLEASE SEE 250.24, 250.6.
  
 3) NOTE: THE RISER INDICATES TAPS FROM THE SECONDARY
 SIDE OF THE TRANSFORMER GOING INTO A GUTTER THEN BEING
 TAPPED AGAIN TO GO TO EACH OF THE PANELS. THIS WOULD BE
 TAPPING A TAP CONDUCTOR WHICH IS NOT PERMITTED.
 EACH SET OF TAPPED CONDUCTORS MAY GO TO EACH PANEL
 HENCE EACH TERMINATING IN OVER CURRENT PROTECTION AS
 REQUIRED.
 240.21,310.16,240.4
  
 4) NOTE: RISER ONLY INDICATES ONE GROUND ROD. PLEASE
 SEE 250.56. PLEASE EXPLAIN HOW THE REQUIRED RESISTANCE
 WILL BE OBTAINED IN SPECIFIC SOIL CONDITIONS BASED ONLY
 ON THE ONE 10FT GROUND ROD.
  
 5) NOTE: SPOKE TO CONTRACTOR. WIND LOAD CALCULATIONS
 ARE TO BE SUBMITTED. PLEASE BE SURE CALCULATIONS
 COORDINATE WITH BOTH TYPE OF POLE SUBMITTED AND SHOWN
 ON PLANS.
  
 6) NOTE: PLEASE KNOW THAT PART OF A PROVISO WHICH MAY
 BE SET UP IS FOR THE PANEL SCHEDULE TO BE SPECIFIC TO
 LOCATIONS. STATING *RECEPTACLES*, UPPER/LOWER ETC IS
 NOT SPECIFIC. ALPHA/NUMERICAL DESIGNATIONS MAY USED AT
 LATER DATE.
 408.4
  
 7) NOTE: PLEASE VERIFY THE RISER WHICH INDICATE 4
 PANELS YET ONLY THREE PANEL SCHEDULES WERE SUBMITTED
 AND SHOWN. 215.5,408.4, 240.4, 240.21, 310.16.
 CAN NOT VERIFY CODE COMPLIANCE IF THERE IS GOING TO BE
 ANOTHER PANEL.
  
 8) NOTE: PLEASE CLARIFY THE AIC RATING OF EACH PANEL.
 STATES 10K, HOWEVER IS THIS FOR MAIN, BRANCH BREAKERS
 OR BOTH?
  
 9) NOTE: SERVICE EQUIPMENT SHALL BE ABOVE THE BASE
 FLOOD ELEVATION. PLEASE OBTAIN THE BFE BASED ON FEMA
 CHARTS. THIS IS FLOOD ZONE A.
  
 10) NOTE: RISER SHOWS A 2-POLE SINGLE PHASE
 INSTALLATION TO THE TRANSFORMER AND THE SAME TO THE
 PANELS. ( GUTTER AS SHOWN). PLEASE EXPLAIN THE
 GROUNDED/NEUTRAL CONDUCTORS BEING INSTALLED FROM THE
 MAIN TO THE TRANSFORMER IF THIS IS A SEPARATELY DERIVED
 SYSTEM?
 250.20,250.30,250.50,250.66 ETC
  
  
  
 IF THERE ARE ANY QUESTIONS; OR IF COMMENTS ARE NOT
 TYPED IN A CLEAR MANNER PLEASE DO NOT HESITATE TO
 CONTACT THIS REVIEWER.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPARTMENT
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
  

Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2009-07-15 Cont ID  
Sent By shill Date 2009-07-15 Time 08:49 Rev Time 0.00
Received By shill Date 2009-07-15 Time 08:49 Sent To  
Notes
2009-07-15 08:49:49TO DP DESK

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2009-07-15 Cont ID  
Sent By shill Date 2009-07-06 Time 08:49 Rev Time 0.00
Received By shill Date 2009-07-15 Time 08:49 Sent To  
Notes
***NONE***


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