Plan Review Details - Permit 09060658
Plan Review Stops For Permit 09060658
Review Stop AD ADDRESSING
Rev No 1 Status P Date 2009-07-06 Cont ID  
Sent By jnguyen Date 2009-07-06 Time 10:28 Rev Time 0.00
Received By jnguyen Date 2009-07-06 Time 08:00 Sent To  
Notes
2009-07-06 10:16:54I HAVE EXAMINED THE SITE PLANS & CONTACTED THE
 ENGINEER, JAMES BARTON OF CH2MHILL TO ROUGHLY DETERMINE
 THE SERVICE POINT. ITS LOCATION IS APPROXIMATELY AT 290
 S FLAGLER DR (REFERENCING THE SOUTH WATER FRONT DOCK).
 IN COMMUNITYPLUS UNDER PCN# 74434328090160010, PLEASE
 MOVE & ATTACH THIS PERMIT TO SEQUENTIAL UNIT RECORD
 0090 - @ 290 S FLAGLER DR SINCE I DO NOT HAVE
 AUTHORIZATION TO DO SO. 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 12:28 Rev Time 0.00
Received By rbrown Date 2009-08-21 Time 12:28 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 18:21 Rev Time 0.00
Received By rbrown Date 2009-08-17 Time 18:21 Sent To  
Notes
2009-08-17 18:22:07THE 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 E06, DETAIL 1, 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 E06.
  
 2) FBC 1604.2 BOLT CIRCLE DIAMETER FOR ANCHOR BOLTS FOR
 25'-0" LIGHT POLE WITH FIXTURE F3. PLAN SHEET E06,
 DETAIL 1, 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 E06.
  
 3) FBC 1604.2 LIGHT POLE EMBEDMENT DEPTH FOR 12'-0"
 LIGHT POLE. ON PLAN SHEET E06, DETAIL 2, NOTE 9
 SPECIFIES A 2'-0" DIA. AUGERED HOLE X 4'-6" DEEP WHICH
 IS NOT CORRECT. THE LIGHT POLE EMBEDMENT DEPTH SHOULD
 BE 5'-10" AS SPECIFIED ON THE SUBMITTED AMERON POLE
 PRODUCTS DIVISION DRAWING NO. 0905-042 (8.5" X 11"
 DRAWING SHEET). AMEND PLAN SHEET E06.
  
 **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 19:25 Rev Time 0.00
Received By rbrown Date 2009-07-06 Time 19:25 Sent To  
Notes
2009-07-06 19:34:21BUILDING 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 E06, DETAIL 1, 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 E06.
  
 2) FBC 1604.2 BOLT CIRCLE DIAMETER FOR ANCHOR BOLTS FOR
 25'-0" LIGHT POLE WITH FIXTURE F3. PLAN SHEET E06,
 DETAIL 1, 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 E06.
  
 3) FBC 1604.2 LIGHT POLE EMBEDMENT DEPTH FOR 12'-0"
 LIGHT POLE. ON PLAN SHEET E06, DETAIL 2, NOTE 9
 SPECIFIES A 2'-0" DIA. AUGERED HOLE X 4'-6" DEEP WHICH
 IS NOT CORRECT. THE LIGHT POLE EMBEDMENT DEPTH SHOULD
 BE 5'-10" AS SPECIFIED ON THE SUBMITTED AMERON POLE
 PRODUCTS DIVISION DRAWING NO. 0905-042 (8.5" X 11"
 DRAWING SHEET). AMEND PLAN SHEET E06.
  
 **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 13:00 Rev Time 0.00
Received By dpalmer Date 2009-08-21 Time 13:00 Sent To PC
Notes
2009-08-21 13:01:18RE-STAMPED NEW SHEET E-5 AND 6

Review Stop E ELECTRICAL
Rev No 2 Status P Date 2009-08-04 Cont ID  
Sent By dpalmer Date 2009-08-04 Time 16:11 Rev Time 0.00
Received By dpalmer Date 2009-08-04 Time 16:11 Sent To B
Notes
2009-08-04 16:12:28NO TAPS IN GUTTER. EACH CONDUIT FROM TRANSFORMER SHALL
 HAVE SEPARATER RUN AND FEEDERS.

Review Stop E ELECTRICAL
Rev No 1 Status F Date 2009-07-03 Cont ID  
Sent By dpalmer Date 2009-07-03 Time 15:22 Rev Time 0.00
Received By dpalmer Date 2009-07-03 Time 15:22 Sent To B
Notes
2009-07-03 15:22:45 
  
 ** 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. THE NEW MAIN ON THE LOAD
 SIDE OF THE FPL METER INDICATES TWO SEPARATE CONDUITS
 TO THE TRANSFORMER. HOWEVER THE RISER ONLY INDICATES
 CONDUCTORS FOR ONE CONDUIT.
 WHAT IS THE SECOND CONDUIT? AS IT IS NOT KNOWN IT IS
 UNCLEAR TO REVIEW FOR SPECIFIC CODE REQUIREMENTS.
 240.4, 310.16, 215.5 FBC 106.1.1 FOR COMPLETION,
 CLARITY, INFORMATION AND COORDINATION OF PLANS.
  
 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 POLES 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 WHY THE RISER DOES NOT INDICATE
 PANELS LC AND LD AS MCB WITH CONTACTOR AS LA AND LB.
 BASED ON PANEL SCHEDULES THESE ARE ALL 150AMP MCB
 PANELS WITH CONTACTORS. IS THIS THE CASE?
  
 8) NOTE: PLEASE CLARIFY THE AIC RATING OF EACH PANEL.
 STATES 10K, HOWEVER IS THIS FOR MAIN, BRANCH BREAKERS
 OR BOTH?
  
 9) NOTE: THE RISER INDICATES MAIN AS 2-POLE OCP WITH
 300AMP FUSES TO THE 100K TRANSFORMER WITH 3-350MCM'S
 AND 1-#4 EQUIPMENT GROUND. PLEASE EXPLAIN A GROUNDED
 (NEUTRAL) CONDUCTOR BEING SHOWN TO A TRANSFORMER WHICH
 IS SEPARATELY DERIVED.
 250.20,250.30,250.50,250.66
  
 10) NOTE: SERVICE EQUIPMENT SHALL BE ABOVE THE BASE
 FLOOD ELEVATION. PLEASE OBTAIN THE BFE BASED ON FEMA
 CHARTS. THIS IS FLOOD ZONE A.
  
  
  
 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 08:45 Rev Time 0.00
Received By shill Date 2009-07-15 Time 08:45 Sent To  
Notes
2009-07-15 08:46:02TO 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 08:45 Rev Time 0.00
Received By shill Date 2009-07-15 Time 08:45 Sent To  
Notes
***NONE***


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