Plan Review Details - Permit 14110950
Plan Review Stops For Permit 14110950
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2014-12-24 Cont ID  
Sent By jwitmer Date 2014-12-24 Time 12:00 Rev Time 0.00
Received By jwitmer Date 2014-12-24 Time 12:00 Sent To E
Notes
2014-12-24 12:00:44BUILDING PLAN REVIEW
 PERMIT: 14110950
 ADD: 774 N. AUSTRALIAN
 CONT: SABRE COMMUNICATIONS
 TEL: (712)258-6690
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 2ND REVIEW
 DATE: WED. DEC. 23/ 3014
  
 ACTION: BUILDING PROVISO
  
 1) STRUCTURAL DESIGN REPORT SABRE INDUSTRIES JOB NUMBER
 : 113285 SOILS REPORT BY UNIVERSAL ENGINEERING
 SERVICES, PROJECT # 0630.1400039, ARE THE PRELIMINARY
 SOILS REPORTS, THE FINAL FINDINGS SHALL BE SUBMITTED
 (3) SETS OF SIGNED AND SEALED REPORTS, LIST THE AMOUNT
 OF PAGES INCLUDED WITHIN THIS REPORT ON THE COVERSHEET.
  
 NOTE: A 3RD PARTY ENGINEERING FOUNDATION LOADING
 REPORT, VERTICALLY LOADED DRILLED SHAFT ANALYSIS, SHAFT
 FOR WINDOWS, WAS ALSO SUBMITTED AND REVIEWED BY THE
 CITY, 2 CONFERENCE CALLS WERE PLACED TO THE DESIGN TEAM
 DISCUSSING VARIOUS DESIGN METHODS, FINDINGS IN REPORTS
 & CONCLUSIONS.
  
 2) SHEET C-2 & C-5 INDICATES FENCING, GENERATOR, FUEL
 TANK AND A MANUFACTURED BUILDING 11'-5" X 20'-0", NO
 PLANS WERE SUBMITTED A SEPARATE REVIEW AND PERMIT WILL
 BE REQUIRED FOR EACH STRUCTURE. AS REQUESTED BY THE
 CITY IN EARLIER MEETINGS, PLEASE PROVIDE A SPREAD SHEET
 OF COST BREAK DOWN FOR WORK TO BE COMPLETED UNDER EACH
 OF THE REQUIRED PERMITS.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2014-12-03 Cont ID  
Sent By jwitmer Date 2014-12-03 Time 13:10 Rev Time 0.00
Received By jwitmer Date 2014-12-03 Time 12:15 Sent To  
Notes
2014-12-03 13:10:28BUILDING PLAN REVIEW
 PERMIT: 14110950
 ADD: 774 N. AUSTRALIAN AVE.
 CONT: SABRE COMMUNICATIONS
 TEL: (712)258-6690
  
 2010 FLORIDA BUILDING CODE W
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013.
  
 2010 EXISTING BUILDING CODE LEVEL II 701.3
 COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS,
 SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS
 OF THE FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: WED. DEC. 03/ 3014
 ACTION: DENIED
  
 1) STRUCTURAL DESIGN REPORT SABRE INDUSTRIES JOB NUMBER
 : 113275 PAGE 3 NOTE # 5 INDICATES THE SOILS REPORT BY
 UNIVERSAL ENGINEERING SERVICES, PROJECT # 0630.1400039,
 SEE THE GEOTECHNICAL REPORT FOR DRILLED PIER
 INSTALATION REQUIREMENTS.
 THE SOILS REPORT FOR THE MINIMUM SAFE BEARING VALUES
 HAS NOT BEEN SUPPLIED.
  
 2010 FBC-B 1803.5.2 QUESTIONABLE SOIL. WHERE THE
 CLASSIFICATION, STRENGTH OR COMPRESSIBILITY 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 BE PERMITTED TO REQUIRE THAT A
 GEOTECHNICAL INVESTIGATION BE CONDUCTED.
  
 1803.5.5 DEEP FOUNDATIONS.
 WHERE DEEP FOUNDATIONS WILL BE USED, A GEOTECHNICAL
 INVESTIGATION SHALL BE CONDUCTED AND SHALL INCLUDE ALL
 OF THE FOLLOWING, UNLESS SUFFICIENT DATA UPON WHICH TO
 BASE THE DESIGN AND INSTALLATION IS OTHERWISE
 AVAILABLE:
 1. RECOMMENDED DEEP FOUNDATION TYPES AND INSTALLED
 CAPACITIES.
 2. RECOMMENDED CENTER-TO-CENTER SPACING OF DEEP
 FOUNDATION ELEMENTS.
 3. DRIVING CRITERIA.
 4. INSTALLATION PROCEDURES.
 5. FIELD INSPECTION AND REPORTING PROCEDURES (TO
 INCLUDE PROCEDURES FOR VERIFICATION OF THE INSTALLED
 BEARING CAPACITY WHERE REQUIRED).
 6. LOAD TEST REQUIREMENTS.
 7. SUITABILITY OF DEEP FOUNDATION MATERIALS FOR THE
 INTENDED ENVIRONMENT.
 8. DESIGNATION OF BEARING STRATUM OR STRATA.
 9. REDUCTIONS FOR GROUP ACTION, WHERE NECESSARY.
  
 2) PLOEASE SHOW COMPLIANCE WITH: 1810.3.9 CAST-IN-PLACE
 DEEP FOUNDATIONS.
 CAST-IN-PLACE DEEP FOUNDATION ELEMENTS SHALL BE
 DESIGNED AND DETAILED IN ACCORDANCE WITH SECTIONS
 1810.3.9.1 THROUGH 1810.3.9.6.
 1810.3.9.1 DESIGN CRACKING MOMENT.
 THE DESIGN CRACKING MOMENT (FMN) FOR A CAST-IN-PLACE
 DEEP FOUNDATION ELEMENT NOT ENCLOSED BY A STRUCTURAL
 STEEL PIPE OR TUBE SHALL BE DETERMINED USING THE
 FOLLOWING EQUATION:
  (EQUATION 18-11) SEE FBC-B CODE BOOK.
 WHERE:
 F ' C = SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE OR
 GROUT, PSI (MPA).
 SM = ELASTIC SECTION MODULUS, NEGLECTING REINFORCEMENT
 AND CASING, CUBIC INCHES (MM3).
  
 3) PLANS SUBMITTED BY CHAD E. TUTTLE P. E. / LICENSE #
 57199 THE COPIED SEAL MEASURES APPROXIMATELY 3 3/4
 INCHES IN DIAMETER.
 FLORIDA ADMINISTRATIVE CODE 61G15-23.001 SEALS
 ACCEPTABLE TO THE BOARD. SAID SEAL SHALL BE A MINIMUM
 OF 1 7/8 INCHES IN DIAMETER, TO SAY LICENSE NOT
 CERTIFICATE. ALL ENGINEERS MUST BE UTILIZING SAID SEAL
 NO LATER THAN JANUARY 1, 2006.
  
 4) PLANS SUBMITTED BY CHAD E. TUTTLE P. E. / LICENSE #
 57199 THE SIGNATURE IS PHOTOCOPIED, YOU CAN SEE THE
 PIXELS IN THE PRINT, NOT SIGNED A WET SIGNATURE.
 FLORIDA ADMINISTRATIVE CODE PLANS, SPECIFICATIONS,
 REPORTS OR OTHER DOCUMENTS PREPARED BY THE DESIGN
 PROFESSIONAL AND BEING FILED FOR PUBLIC RECORD SHALL
 HAVE THE SIGNATURE AND SEAL OF THE DESIGN PROFESSIONAL
 AFFIXED TO THE DOCUMENT.
 FL ADMIN CODE 61G15-23.002 ENGINEERS EFFECTIVE DATE
 05/06/2009
 (2)(A) EVERY SHEET OF PLANS AND PRINTS WHICH MUST BE
 SEALED UNDER THE PROVISIONS OF CHAPTER 471, F.S., SHALL
 BE SEALED, SIGNED AND DATED BY THE PROFESSIONAL
 ENGINEER IN RESPONSIBLE CHARGE.
  
 5) SHEET C-2 & C-5 INDICATES GENERATOR, FUEL TANK AND
 WHAT APPEARS TO BE A MANUFACTURERED BUILDING 11'-5" X
 20'-0" , NO PLANS WERE SUBMITTED A SEPARATE REVIEW AND
 PERMIT WILL BE REQUIRED FOR EACH STRUCTURE.
  
 6) THE STRUCTURAL DESIGN REPORT ON PAGE # 3 SHOWS THE
 SIDE VIEW OF THE FOUNDATION. NEITHER THIS REPORT NOR
 THE S 1-2 PLANS SHOW THE ANCHORING OF THE TOWER TO THE
 FOUNDATIONS. THIS IS PART OF THE MWFRS, MAIN WIND FORCE
 RESISTING SYSTEM.
  
 7) PLEASE PROVIDE WHERE THE TRIANGULAR OR SQUARE
 LATTICED TOWER DIRECTIONAL FACTOR OF 0.85 CAN BE FOUND
 , IT IS NOT IN THE STRUCTURAL NOTES AND DESIGN FACTORS
 FOUND ON PAGE 01. ANSI/ EIA/TIA- 222G- 05.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION &
 REMOVE ANY VOIDED SHEETS & 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.
  
 TO REVIEW PERMIT STATUS OR ALL REVIEWS YOU MAY LOG ONTO
 HTTP://ONESTOPSHOP.WPBGOV.COM/EGOVPLUS/PERMIT/PERM_STA
 TUS.ASPX FOR PERMIT STATUS.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2014-12-29 Cont ID  
Sent By dhayes Date 2014-12-29 Time 11:35 Rev Time 0.00
Received By dhayes Date 2014-12-29 Time 11:35 Sent To  
Notes
2014-12-29 12:59:5812/29/2014
 PROJECT: TOWER 1
 PERMIT#: 14110950
 CODE: 2008 EDITION OF THE NEC, 2010 EDITION OF THE FBC
 ,2010 WPB AMENDMENTS TO THE FBC, CHAPTER 1,
 ADMINISTRATION, 2012 FBC SUPPLEMENTS.
 2ND ELECTRICAL PLAN REVIEW
 ACTION: PROVISO
  
 1) PROVIDE A LOAD CALCULATION, AND A RISER DIAGRAM WITH
 A FEEDER SCHEDULE TO INDICATE THE CONDUIT, SERVICE AND
 CONDUCTOR SIZES FOR FUTURE EQUIPMENT SHELTER.
 FBC-107.3.5.3, NEC 215.5
  
 2) PROVIDE SAFETY LABELING FOR ARC FLASH PROTECTION FOR
 THE PANEL BOARDS AND MAIN DISCONNECTING MEANS. NEC
 110.16, 110.22 INDICATE THE REQUIRED ARC FLASH
 PROTECTION ON FUTER ELECTRICAL EQUIPMENT.
  
 3) A SEPARATE PERMIT IS REQUIRED FOR THE FUTURE
 GENERATOR, FUEL TANK, AND EQUIPMENT SHELTER.
  
 DAVID HAYES, ELECTRICAL PLANS EXAMINER, PX3421,
 561-805-6717 OR [email protected]
  
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2014-12-04 Cont ID  
Sent By dhayes Date 2014-12-03 Time 08:57 Rev Time 0.00
Received By dhayes Date 2014-12-03 Time 16:14 Sent To  
Notes
2014-12-03 16:59:3012/3/2014
 PROJECT: TOWER 1
 PERMIT#: 14110950
 CODE: 2008 EDITION OF THE NEC, 2010 EDITION OF THE FBC
 ,2010 WPB AMENDMENTS TO THE FBC, CHAPTER 1,
 ADMINISTRATION, 2012 FBC SUPPLEMENTS.
 1ST ELECTRICAL PLAN REVIEW
 ACTION: DENIED
  
 1) PROVIDE A LOAD CALCULATION AND PANEL SCHEDULES TO
 INDICATE THE TOTAL CONNECTED LOAD AND CIRCUITRY
 INVOLVED IN THE SCOPE OF THIS PROJECT. IDENTIFY CIRCUIT
 NUMBERS ON PLAN. FBC- 107.3.5.3
  
 2) PROVIDE CLARIFICATION FOR THE FOLLOWING: FBC-107.3.5
 SHEET E-1 INDICATES CONDUIT ROUTING FOR TELCO AND POWER
 FROM THE EXISTING EQUIPMENT SHELTER TO THE NEW
 EQUIPMENT SHELTER BUT HAVE CONFLICTING DETAILS IN #3
 ?SERVICE UTILITY TRENCH? AND #4 ?TRENCH DETAIL?
 SHEET E-2 INDICATES A PROPOSED MULTI-TENANT RACK WITH
 MULTIPLE METER SOCKETS AND DISCONNECTS BUT NO SPECIFIC
 LOCATION. INDICATE THE LOCATION OF THE MULTI-TENANT
 RACK.
 SHEET E-3 INDICATES A BASIC ONE LINE DIAGRAM WITH
 METER, DISCONNECT AND TRANSFER SWITCH AND PANEL N WITH
 NO SPECIFIC LOCATION. INDICATE THE LOCATION OF THE
 ELECTRICAL SERVICE AND PANEL N
 SHEET C-5 INDICATES A SINGLE DISCONNECT AND GENERATOR
 INTERFACE PANEL ON THE NEW EQUIPMENT ENCLOSURE WITH NO
 METER AND NO PANEL N?. CLARIFICATION REQUIRED.
  
 3) PROVIDE SAFETY LABELING FOR ARC FLASH PROTECTION FOR
 THE PANEL BOARDS AND MAIN DISCONNECTING MEANS. NEC
 110.16, 110.22 INDICATE THE REQUIRED ARC FLASH
 PROTECTION ON EQUIPMENT.
  
 4) ALL INFORMATION, DRAWINGS, SPECIFICATIONS AND
 ACCOMPANYING DATA SHALL BEAR THE NAME AND SIGNATURE OF
 THE PERSON RESPONSIBLE FOR THE DESIGN. F.S. 471, WPB
 AMENDMENTS TO FBC 107.2.1
  
 5) A SEPARATE PERMIT IS REQUIRED FOR THE GENERATOR, AND
 RELATED EQUIPMENT.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. SEE LINK:
 HTTP://WPB.ORG/DEVELOPMENT/WP-CONTENT/UPLOADS/SITES/33/
 2013/09/APPLICATION_RESUBMITTAL_FORM_04132010.PDF
  
 ADDITIONALLY, IT IS REQUIRED TO INSERT THE CORRECTED
 PAGES INTO THE DENIED SUBMITTAL PACKAGE. VOID THE
 PREVIOUSLY REVIEWED SHEETS AND LEAVE FOR COMPARATIVE
 REVIEW.
  
 DAVID HAYES, ELECTRICAL PLANS EXAMINER, PX3421,
 561-805-6717 OR [email protected]
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2014-12-02 Cont ID  
Sent By pleduc Date 2014-12-02 Time   Rev Time 0.00
Received By pleduc Date 2014-12-02 Time 14:12 Sent To  
Notes
2014-12-02 15:01:05THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC,
 FIRE MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 THE FUEL TANK AND GENERATOR INSTALL SHALL BE UNDER
 SEPARATE PERMITS.
  
 PROVIDE THE APPROPRIATE FIRE EXTINGUISHER FOR THE
 BUILDING PER NFPA 10.
  
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2014-12-29 Cont ID  
Sent By dhayes Date 2014-12-29 Time 11:36 Rev Time 0.00
Received By dhayes Date 2014-12-24 Time 12:00 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2014-12-04 Cont ID  
Sent By dhayes Date 2014-12-04 Time 08:58 Rev Time 0.00
Received By dhayes Date 2014-11-26 Time 08:31 Sent To  
Notes
2014-12-01 08:31:12SENT TO BIN C30 FOR REVIEW. JG.
Review Stop Z ZONING
Rev No 1 Status P Date 2014-12-03 Cont ID  
Sent By sgraham Date 2014-12-03 Time 15:38 Rev Time 0.00
Received By sgraham Date 2014-12-03 Time 15:38 Sent To  
Notes
***NONE***


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