Plan Review Details - Permit 08120571
Plan Review Stops For Permit 08120571
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2009-01-30 Cont ID  
Sent By jwitmer Date 2009-01-13 Time 11:06 Rev Time 2.66
Received By jwitmer Date 2009-01-12 Time 16:49 Sent To  
Notes
2009-01-12 16:57:35BUILDING PLAN REVIEW
 PERMIT: 08120571
 ADD: 150 N QUADRILLE BLVD
 CONT: PLAN REVIEW
 TEL: (561)644-7416 JEFF HALVERSON
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2007 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 REVIEW
 ACTION: DENIED
  
 1A) INFORMATIONAL: WHEN RESUBMITTING PLANS PLEASE
 INDICATE THE REVISION & REMOVE & REPLACE ANY PAGES AS
 NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 1B) INFORMATIONAL: PLEASE SUBMIT 2 OF ALL SURVEYS,
 PLANS, REPORTS, REVISIONS , PRODUCT APPROVALS AND OR
 SUBMITTALS FOR REVIEW FOR PERMIT. IF YOUR PROJECT WILL
 REQUIRE A RESIDENT INSPECTOR OR IF YOUR PROJECT IS A
 THRESHOLD BUILDING REQUIRING A THRESHOLD INSPECTOR THEN
 (3) THREE SETS OF ALL SAID DOCUMENTS WILL BE REQUIRED
 FOR PERMIT ISSUANCE. 106.1* /2004 SUBMITTAL DOCUMENTS
 WEST PALM BEACH ADMINISTRATIVE CODE.
  
 1C) INFORMATIONAL: PLANS SUBMITTED FOR PERMIT (FIRST
 TIME REVIEW) AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO
 THE 2004 FBC BUILDING WITH THE 2007 SUPPLEMENTS.
  
 2) E-6 LIGHT POLE NOTES:
  
 2A) MISSING SOILS REPORT 2 SIGNED AND SEALED ORIGINALS
 1802.2.1 QUESTIONABLE SOIL. WHERE THE SAFE-SUSTAINING
 POWER OF THE SOIL IS IN DOUBT, OR WHERE A LOAD-BEARING
 VALUE SUPERIOR TO THAT SPECIFIED IN THIS CODE IS
 CLAIMED, THE BUILDING OFFICIAL SHALL REQUIRE THAT THE
 NECESSARY INVESTIGATION BE MADE. SUCH INVESTIGATION
 SHALL COMPLY WITH THE PROVISIONS OF SECTIONS 1802.4
 THROUGH 1802.6 .
  
 2B) LIGHT POLE SHOP DRAWING SUBMITTALPROVIDING WIND
 LOAD CALCULATIONS FOR EMBEDMENT BASED ON SOILS REPORTS.
 2004 FBC 1609.1.1 & CHAPTER 35 REFERENECED STANDARDS
 RECOGNIZES ASCE 7-02 . ALSO 1603.1.4 WIND DESIGN
 DATA.1603.1.4 WIND DESIGN DATA. THE FOLLOWING
 INFORMATION RELATED TO WIND LOADS SHALL BE SHOWN,
 REGARDLESS OF WHETHER WIND LOADS GOVERN THE DESIGN OF
 THE LATERAL-FORCE-RESISTING SYSTEM OF THE BUILDING:
 1. BASIC WIND SPEED (3-SECOND GUST), MILES PER HOUR
 (KM/HR).
 2. WIND IMPORTANCE FACTOR, I W , AND BUILDING
 CLASSIFICATION FROM TABLE 1604.5 OR TABLE 6-1, ASCE 7
 AND BUILDING CLASSIFICATION IN TABLE 1-1, ASCE 7.
 3. WIND EXPOSURE, IF MORE THAN ONE WIND EXPOSURE IS
 UTILIZED, THE WIND EXPOSURE AND APPLICABLE WIND
 DIRECTION SHALL BE INDICATED.
 4. THE APPLICABLE ENCLOSURE CLASSIFICATIONS AND, IF
 DESIGNING WITH ASCE 7, INTERNAL PRESSURE COEFFICIENT.
 5. COMPONENTS AND CLADDING. THE DESIGN WIND PRESSURES
 IN TERMS OF PSF (KN/M 2 ) TO BE USED FOR THE SELECTION
 OF EXTERIOR COMPONENTS AND CLADDING MATERIALS NOT
 SPECIFICALLY DESIGNED BY THE REGISTERED DESIGN
 PROFESSIONAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC...
  
 3) SHEET E-4 PLANS DOES NOT PROVIDE THE WIND DESSIGN
 DATA, (1603.1.4.) FOR TRELLIS WORK NOR DOES IT PROVIDE
 EMBEDMENT BASED UPON THE SOILS REPORT (1802.2.1.
  
 4) SHEET E-4 TRELLIS DESIGN DOES NOT PROVIDE ANY
 STRUCTURAL DETAILS, IS THE 12"X12" CONCRETE POST A
 PRE-CAST UNIT OR SITE BUILT REQUIREING STEEL SIZE AND
 QUANTIY OF BARS, HOOP LAYOUT , SIZE OF TIMBERS, GRADE
 AND SPECIES OF WOOD, SPANS IN BOTH DIRECTIONS, AND
 ANCHOR SIZES AS WELL AS HURRICANE STRAPS. COMPONENTS
 AND CLADDING 1609.6.2.2 & 1609.1.3 ANCHORAGE AGAINST
 OVERTURNING, UPLIFT AND SLIDING.
  
 5) FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING,
 PROVIDE 2 COPIES OF PRODUCT TESTING REPORTS, MISSING
 REPORTS ARE AS FOLLOWS:
 TTRUSS CLIPS AND OR STRAPS
  
 6) PRODUCT APPROVALS SUBMITTED WITH PERMIT APPLICATION
 AFTER OCTOBER 1, 2003 ARE REQUIRED TO COMPLY WITH THE
 FLORIDA PRODUCT APPROVAL SYSTEM. FOR INFORMATION PLEASE
 SEE THE STATE WEBSITE AT WWW.FLORIDABUILDING.ORG.
 PRODUCTS WITH STATEWIDE APPROVAL ARE REQUIRED TO BE
 SUBMITTED WITH A COVER SHEET THAT LISTS THE PRODUCT
 IDENTITY NUMBER FROM THE STATE. IF THE PRODUCT DOES NOT
 HAVE STATEWIDE APPROVAL, SUBMIT AN APPLICATION FOR
 LOCAL PRODUCT APPROVAL OR SITE SPECIFIC FORM PER RULE
 9B-72. SEE ATTACHMENT. WWW.FLORIDABUILDING.ORG
  
 7) WPB ADMIN CODE 106.3* PRODUCT APPROVALS. THOSE
 PRODUCT WHICH ARE REGULATED BY DCA RULE 9B-72 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
  
 8) PLANS SUBMITTED ARE THE "E" OR ELECRICAL SHEETS AND
 DO NOT PROVIDE DETAILS FOR CURB CUTS AS REQUIRED UNDER
 11-4.7 AND DETECTABLE WARNING S ON WALKING SURFACES
 11-4.29.2. AND 11-4.29.5.
  
 A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2009-01-22 Cont ID  
Sent By btrobaug Date 2009-01-22 Time 11:28 Rev Time 0.00
Received By btrobaug Date 2009-01-21 Time 13:13 Sent To  
Notes
2009-01-22 11:00:15 
  
  
 APPLICATION #08120571 ELECTRICAL PLAN REVIEW
 @ 150 N. QUADRILLE BLVD 1/21/09
 WEST PALM BEACH, FL.
  
 THIS REVIEW WAS DONE UNDER THESE CURRENT CODE CYCLES:
 THE 2004 FLORIDA BUILDING CODE, 2007 REVISIONS, 2005
 NEC, NFPA-72 2002, NFPA-101 2003, 2004 FBC AS AMENDED,
 CHAPTER 1.AND FOUND NONCOMPLIANT WITH THE FOLLOWING:
  
 1} THE ENGINEER WHOSE NAME APPEARS ON THE TITLE BLOCK
 MUST SIGN, DATE AND SEAL THE DOCUMENT. 61G15-23.002
 FAC. WHEN SUBMITTING FOR PERMIT.
  
 THESE COMMENTS REFERENCE SHEET E-5 ELECTRICAL SERVICE
 RACK
  
 2} THE METER ENCLOSURE IS MOUNTED ON THE RACK AND
 EXPOSED TO WEATHER BUT IS LABELED AS NEMA-1 IN THE
 "KEYED NOTES" #1. 110.3(A)(1).
  
 3} THE 1/0 CONDUCTORS FROM THE METER TO THE PANEL ARE
 NOT ADEQUATE FOR THE 200 AMP OCP MAIN BREAKER THEY
 TERMINATE IN. 3/0 MINIMUM BEFORE CONSIDERING VOLTAGE
 DROP. 310.16 NEC.
  
 4} THERE IS NO INDICATION OF CONDUITS CARRYING THE
 CONDUCTORS TO THE CONTACTORS FROM THE PANEL, OR THE
 CONDUITS AND CONDUCTORS FROM THE CONTACTORS TO THE
 LOADS, INCLUDE SIZE OF AND NUMBER OF CONDUITS AND
 CONDUCTORS.
  
 5} THE #6 GEC WILL BE NONCOMPLIANT FOR THE 3/0
 CONDUCTORS REQUIRED FOR THE SERVICE PER 250.66. (#4
 MINIMUM). SEE COMMENT #3.
  
 6} THE METERED SERVICE RISER DIAGRAM HAS THE INCORRECT
 CONDUCTORS TO THE METER FROM THE HANDHOLE (NO
 TRANSFORMER SHOWN) FOR THE SERVICE SIZE PER 310.16, AND
 THE INCORRECT GEC PER 250.66. THE TRANSFORMER INDICATED
 ON SHEET E-2 SHOULD BE INCLUDED IN THE RISER DIAGRAM,
 AND PRIMARY/SECONDARY RATINGS GIVEN 215.5NEC. THE
 EQUIPMENT GROUNDING CONDUCTOR (#8) RAN WITH THE SERVICE
 CONDUCTORS TO THE PANEL PARALLELS THE GROUNDED
 CONDUCTOR (NEUTRAL) AND MUST NOT BE RUN TO THE PANEL.
 250.6 NEC.
  
 7} THE POWER RISER DIAGRAM HAS THE INCORRECT CONDUCTORS
 TO THE METER FROM THE HANDHOLE (NO TRANSFORMER SHOWN)
 FOR THE SERVICE SIZE PER 310.16 AND THE WRONG SIZE
 SERVICE CONDUCTORS TO PANEL "A". THE EQUIPMENT
 GROUNDING CONDUCTOR (#4) RAN WITH THE SERVICE
 CONDUCTORS TO THE PANEL PARALLELS THE GROUNDED
 CONDUCTOR (NEUTRAL) AND MUST NOT BE RUN TO THE PANEL.
 250.6 NEC.
  
 THE FOLLOWING COMMENTS REFERENCE PANEL "A" CIRCUITING
 VERSES THE CIRCUITING AT THE FIXTURES SHEETS-1 THROUGH
 E-3. 408.4 NEC.
  
 8} POLE #19, A-21, IS A-23 ON THE SCHEDULE.
  
 9} TWO POLES ARE NUMBERED "P23" ON SHEET E-2, ONE ON
 THE EAST AND ONE ON THE WEST SIDES OF THE STREET. THESE
 ARE CIRCUITED THE SAME.
  
 10} POLE NUMBER 25 CIRCUITS DO NOT CORRELATE WITH THE
 PANEL SCHEDULE. A10,12 POLE AND A23 RECEPTACLE AT THE
 POLE, A14,16, 25 ON THE SCHEDULE.
  
 11} POLE #31 LISTS CIRCUIT A-25 FOR THE RECEPTACLE, THE
 SCHEDULE STOPS ALL RECEPTACLE NUMBERS AT POLE #30.
  
 12} POLES #32 THROUGH #39 LISTS A-27 FOR RECEPTACLES,
 A-27 IS A SPACE ON THE SCHEDULE.
  
 13} RECALCULATE THE LOAD SUMMARY ON THE PANEL AFTER
 CORRECTING COMMENTS 8 THROUGH 12.
  
 14} LOCATE THE TRELLIS PANELS, LIGHTS AND RECEPTACLES
 ON SHEETS E-1 THROUGH E-3 WITH CORRELATING CIRCUIT
 NUMBERS AT SAME. THERE IS NO INDICATION IF THESE
 CIRCUITS ARE RAN WITH THE POLE CIRCUITS IN THOSE
 CONDUITS OR IF THEY ARE IN SEPARATE CONDUITS AS THE
 CIRCUIT NUMBERS DO NOT APPEAR ON THE PLAN.
  
 15} LOCATE THE FOUNTAIN CIRCUITS, INDICATE HOW ROUTED
 ON THE PLANS. SEE COMMENT #14.
  
 16} THE TRANSFORMER SHOWN ON SHEET E-2 MUST BE SHOWN ON
 THE RISER DIAGRAM AND THE RATINGS, WATTAGE PRIMARY AND
 SECONDARY MUST BE GIVEN. 215.5 NEC. THE REASON FOR THIS
 COMMENT IS TO REVIEW THE PROVIDED SERVICE VOLTAGE AND
 THE EQUIPMENT AND LUMINAIRE VOLTAGES THE SAME. EG;
 120/208 VOLT TRANSFORMER SECONDARY, 240 VOLT
 LUMINAIRES.
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
 BILL TROBAUGH
 ELECTRICAL PLANS EXAMINER
 CITY OF WEST PALM BEACH
 561/805-6718
 [email protected]
  
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2009-01-13 Cont ID  
Sent By   Date 2009-01-13 Time   Rev Time 0.00
Received By efabian Date 2009-01-13 Time 14:27 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2009-01-30 Cont ID  
Sent By kstevens Date 2009-01-30 Time 08:00 Rev Time 0.00
Received By kstevens Date 2008-12-30 Time 11:05 Sent To  
Notes
2008-12-30 11:20:05TO "COMM" BD#61
Review Stop P PLUMBING
Rev No 1 Status F Date 2009-01-30 Cont ID  
Sent By kstevens Date 2009-01-30 Time 07:59 Rev Time 0.00
Received By kstevens Date 2009-01-29 Time 16:54 Sent To  
Notes
2009-01-30 08:32:23DENIED
 REFERENCE:
 FBC-2004 PLUMBING
 FBC-2004 CHAPTER 1
 FLORIDA STATUTES
  
 1. APPLICATION INDICATES IRRIGATION WORK. NO IRRIGATION
 PLANS SUBMITTED. PLEASE SUBMIT, (MINIMUM 2 SETS), THE
 IRRIGATION PLANS SHOWING ALL PIPING, SPRINKLER HEADS,
 POINT OF CONNECTION, BACKFLOW PREVENTOR, CONTROLLER &
 RAIN SENSOR. SECTIONS 106.1.1, 608.13.5, APPENDIX F(J)
 & FS 373.62.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUMBER,
 WITH A DESCRIPTION OF THE REVISION MADE,
 IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. REMOVE
 ALL VOID SHEETS FROM ALL PLANS AND PLACE
 ONE SET OF THEM LOOSELY ON TOP OF THE
 COLLATED PLANS TO BE REVIEWED.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 805-6731
 E-MAIL [email protected]
  
Review Stop Z ZONING
Rev No 1 Status F Date 2008-12-31 Cont ID  
Sent By mflis Date 2008-12-31 Time 09:04 Rev Time 0.00
Received By mflis Date 2008-12-31 Time 09:04 Sent To  
Notes
2008-12-31 09:10:49ZONING REVIEW: PLAN REVIEW ONLY - FAIL
  
 1) NORTHWEST CORNER OF CLEMATIS AND QUADRILLE, THERE IS
 AN EXISTING LIGHT POLE NOT SHOWN ON PLANS. POLE
 BRACKETS ARE PERPENDICULAR TO QUADRILLE.
 2) NEW POLES AT ALL QUDARILLE INTERSECTIONS, TYP. ARE
 ORIENTED WITH BRACKETS ANGLED TO THE ROAD. WE WOULD
 RECOMMEND BRACKETS BE PERPENDICULAR TO QUADRILLE IN ALL
 CASES.
 3) "A" AND "C" HEIGHTS ARE DIFFERENT. CONFIRM THIS IS
 CORRECT.
 4) "A" AND "C" SYMBOLS IN PLAN ARE DIFFICULT TO READ.
 THE PATTERN OF LIGHTS IN THE DATURA TO CLEMATIS SEGMENT
 OF QUADRILLE APPEARS DIFFERENT THAN THE PATTERN OF
 LIGHTS IN BANYAN TO 3RD SEGMENT. IF THIS CORRECT?
  
 MATT FLIS - 822-1445


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