Plan Review Details - Permit 10030373
Plan Review Stops For Permit 10030373
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2010-04-28 Cont ID  
Sent By jwitmer Date 2010-04-28 Time 12:01 Rev Time 0.77
Received By jwitmer Date 2010-04-28 Time 12:01 Sent To  
Notes
2010-04-28 13:06:07BUILDING PLAN REVIEW
 PERMIT: 10030373
 ADD: 6510 N JOG RD
 CONT: BE& K CONSTRUCTION
 TEL: (561)615-7549
  
 FL BLD CODE= 2007 FLORIDA BUILDING CODE
 W/ 2009 FBC SUPPLEMENTS
 * WEST PALM BEACH AMENDMENTS
  
 APRIL 12/ 2010
  
  
 BUILDING APPROVED WITH EXCEPTION!
 THIS PLAN HAS BEEN APPROVED PROVISIONALLY. FAILURE TO
 CORRECT THE LISTED DEFICIENCIES IN THIS PLAN PRIOR TO
 INSPECTION WILL RESULT IN FAILED INSPECTION(S) AND THE
 ASSESSMENT OF RE-INSPECTION FEE(S). THE REQUIRED ITEMS
 MAKING UP THIS PROVISO WILL BE CONSIDERED A REVISION,
 WITH SEPARATE REVIEW AND ASSOCIATED FEES.
  
 1) COMPLIED.
  
 2) SHEET S001 BLDG 9043 COMPRESSED AIR SYSTEMS
 STRUCTURAL CONCRETE COMPRESSOR BUILDING CONCRETE ROOF
 PLAN AND SHEET S001 BLDG 9044 CONCRETE WATERPROOFING
 NOTES:
 PLANS DO NOT ACTUALLY INDICATE A ROOFING ASSEMBLY OR
 ROOF COVERING.
 1503.1 GENERAL. ROOF DECKS SHALL BE COVERED WITH
 APPROVED ROOF COVERINGS SECURED TO THE BUILDING OR
 STRUCTURE IN ACCORDANCE WITH THE PROVISIONS OF THIS
 CHAPTER. ROOF COVERINGS SHALL BE DESIGNED, INSTALLED
 AND MAINTAINED IN ACCORDANCE WITH THIS CODE AND THE
 APPROVED MANUFACTURER'S INSTRUCTIONS SUCH THAT THE ROOF
 COVERING SHALL SERVE TO PROTECT THE BUILDING OR
 STRUCTURE.
  
 1502 DEFINITIONS: ROOF ASSEMBLY. A SYSTEM DESIGNED TO
 PROVIDE WEATHER PROTECTION AND RESISTANCE TO DESIGN
 LOADS. THE SYSTEM CONSISTS OF A ROOF COVERING AND ROOF
 DECK OR A SINGLE COMPONENT SERVING AS BOTH THE ROOF
 COVERING AND THE ROOF DECK. A ROOF ASSEMBLY INCLUDES
 THE ROOF DECK, VAPOR RETARDER, SUBSTRATE OR THERMAL
 BARRIER, INSULATION, VAPOR RETARDER AND ROOF COVERING.
  
 FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING, PROVIDE 2
 COPIES OF PRODUCT TESTING REPORTS, MISSING REPORTS ARE
 AS FOLLOWS:
 ROOFING ASSEMBLIES:
  
 FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING, PROVIDE 2
 COPIES,
 3 IF THRESHOLD OR RESIDENT INSPECTOR OF PRODUCT TESTING
 REPORTS, MISSING REPORTS ARE AS FOLLOWS: ROOF COVERING!
  
 3) SHEET S001 BLDG 9025 / CONTROL BLDG ACCESS DOOR
 DETAILS: INDICATES A NEW EXTERIOR DOOR BUT NO WIND
 DESIGN INFORMATION WAS PREOVIDED, NOR PRODUCT APPROVAL
 FOR THE EXTERIOR DOOR. 1609.6.2 WIND DESIGN CRITERIA/
 EXTERIOR DOOR ASSEMBLIES NOT COVERED BY SECTION
 1715.4.2 OR SECTION 1714.5.3.1 SHALL BE TESTED FOR
 STRUCTURAL INTEGRITY IN ACCORDANCE WITH ASTM E 330
 PROCEDURE A, AT A LOAD OF 1.5 TIMES THE REQUIRED DESIGN
 PRESSURE LOAD. THE LOAD SHALL BE SUSTAINED FOR 10
 SECONDS WITH NO PERMANENT DEFORMATION OF ANY MAIN FRAME
 OR PANEL MEMBER IN EXCESS OF 0.4 PERCENT OF ITS SPAN
 AFTER THE LOAD IS REMOVED. THE MINIMUM TEST SIZES AND
 MINIMUM DESIGN PRESSURES SHALL BE AS INDICATED IN TABLE
 1714.5.3 .
  
 JIM WITMER C. B. O.
 COMMERCIAL COMBINATION PLAN REVIEW
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
  
 PLEASE TAKE A MOMENT TO COMPLETE OUR ANONYMOUS ON-LINE
 CUSTOMER SERVICE SURVEY AT:
 WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES
  
 CONSTRUCTION SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
 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.
  
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2010-04-12 Cont ID  
Sent By jwitmer Date 2010-04-12 Time 08:38 Rev Time 0.66
Received By jwitmer Date 2010-04-12 Time 08:38 Sent To  
Notes
2010-04-12 08:57:26BUILDING PLAN REVIEW
 PERMIT: 10030373
 ADD: 6510 N JOG RD
 CONT: BE& K CONSTRUCTION
 TEL: (561)615-7549
  
 FL BLD CODE= 2007 FLORIDA BUILDING CODE
 W/ 2009 FBC SUPPLEMENTS
 * WEST PALM BEACH AMENDMENTS
  
 APRIL 12/ 2010
  
  
 BUILDING APPROVED WITH EXCEPTION!
 THIS PLAN HAS BEEN APPROVED PROVISIONALLY. FAILURE TO
 CORRECT THE LISTED DEFICIENCIES IN THIS PLAN PRIOR TO
 INSPECTION WILL RESULT IN FAILED INSPECTION(S) AND THE
 ASSESSMENT OF RE-INSPECTION FEE(S). THE REQUIRED ITEMS
 MAKING UP THIS PROVISO WILL BE CONSIDERED A REVISION,
 WITH SEPARATE REVIEW AND ASSOCIATED FEES.
  
 1) SHEET S001 BLDG 9045 COMPRESSED AIR SYSTEMS
 STRUCTURAL CONCRETE COMPRESSOR BUILDING IS MISSING WIND
 DESIGN CRITERIA;
 1604.4 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
 OVERTURNING EFFECTS CAUSED BY LATERAL FORCES SPECIFIED
 IN THIS CHAPTER. SEE SECTION 1609 FOR WIND AND SECTION
 1610 FOR LATERAL SOIL LOADS.
  
 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:
 1.1. COMPLIED
  
 1.2. COMPLIED. IMPORTANCE FACTOR OF 1.15.
  
 1.3. COMPLIED. EXPOSURE "C"
  
 1.4. THE APPLICABLE ENCLOSURE CLASSIFICATIONS AND, IF
 DESIGNING WITH ASCE 7, INTERNAL PRESSURE COEFFICIENT.
  
 1.5. 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.
  
 2) SHEET S001 BLDG 9043 COMPRESSED AIR SYSTEMS
 STRUCTURAL CONCRETE COMPRESSOR BUILDING CONCRETE ROOF
 PLAN AND SHEET S001 BLDG 9044 CONCRETE WATERPROOFING
 NOTES:
 PLANS DO NOT ACTUALLY INDICATE A ROOFING ASSEMBLY OR
 ROOF COVERING.
 1503.1 GENERAL. ROOF DECKS SHALL BE COVERED WITH
 APPROVED ROOF COVERINGS SECURED TO THE BUILDING OR
 STRUCTURE IN ACCORDANCE WITH THE PROVISIONS OF THIS
 CHAPTER. ROOF COVERINGS SHALL BE DESIGNED, INSTALLED
 AND MAINTAINED IN ACCORDANCE WITH THIS CODE AND THE
 APPROVED MANUFACTURER'S INSTRUCTIONS SUCH THAT THE ROOF
 COVERING SHALL SERVE TO PROTECT THE BUILDING OR
 STRUCTURE.
  
 1502 DEFINITIONS: ROOF ASSEMBLY. A SYSTEM DESIGNED TO
 PROVIDE WEATHER PROTECTION AND RESISTANCE TO DESIGN
 LOADS. THE SYSTEM CONSISTS OF A ROOF COVERING AND ROOF
 DECK OR A SINGLE COMPONENT SERVING AS BOTH THE ROOF
 COVERING AND THE ROOF DECK. A ROOF ASSEMBLY INCLUDES
 THE ROOF DECK, VAPOR RETARDER, SUBSTRATE OR THERMAL
 BARRIER, INSULATION, VAPOR RETARDER AND ROOF COVERING.
  
 FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING, PROVIDE 2
 COPIES OF PRODUCT TESTING REPORTS, MISSING REPORTS ARE
 AS FOLLOWS:
 ROOFING ASSEMBLIES:
  
 FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING, PROVIDE 2
 COPIES,
 3 IF THRESHOLD OR RESIDENT INSPECTOR OF PRODUCT TESTING
 REPORTS, MISSING REPORTS ARE AS FOLLOWS: ROOF COVERING!
  
 3) SHEET S001 BLDG 9025 / CONTROL BLDG ACCESS DOOR
 DETAILS: INDICATES A NEW EXTERIOR DOOR BUT NO WIND
 DESIGN INFORMATION WAS PREOVIDED, NOR PRODUCT APPROVAL
 FOR THE EXTERIOR DOOR. 1609.6.2 WIND DESIGN CRITERIA/
 EXTERIOR DOOR ASSEMBLIES NOT COVERED BY SECTION
 1715.4.2 OR SECTION 1714.5.3.1 SHALL BE TESTED FOR
 STRUCTURAL INTEGRITY IN ACCORDANCE WITH ASTM E 330
 PROCEDURE A, AT A LOAD OF 1.5 TIMES THE REQUIRED DESIGN
 PRESSURE LOAD. THE LOAD SHALL BE SUSTAINED FOR 10
 SECONDS WITH NO PERMANENT DEFORMATION OF ANY MAIN FRAME
 OR PANEL MEMBER IN EXCESS OF 0.4 PERCENT OF ITS SPAN
 AFTER THE LOAD IS REMOVED. THE MINIMUM TEST SIZES AND
 MINIMUM DESIGN PRESSURES SHALL BE AS INDICATED IN TABLE
 1714.5.3 .
  
  
 STARTING AUGUST 21, 2009, THE CONSTRUCTION SERVICES
 DEPARTMENT WILL BE CLOSED ON FRIDAYS UNTIL FURTHER
 NOTICE.
  
 OPENING HOURS MONDAY - THURSDAY WILL REMAIN AT 8:00 AM
 - 5:00 PM.
  
 JIM WITMER C. B. O.
 COMMERCIAL COMBINATION PLAN REVIEW
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
  
 PLEASE TAKE A MOMENT TO COMPLETE OUR ANONYMOUS ON-LINE
 CUSTOMER SERVICE SURVEY AT:
 WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES
  
 CONSTRUCTION SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
 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.
  
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2010-03-29 Cont ID  
Sent By jwitmer Date 2010-03-29 Time 15:06 Rev Time 0.77
Received By jwitmer Date 2010-03-29 Time 14:38 Sent To  
Notes
2010-03-29 16:09:56BUILDING PLAN REVIEW
 PERMIT: 10030373
 ADD: 6510 N JOG RD
 CONT: BE& K CONSTRUCTION
 TEL: (561)615-7549
  
 FL BLD CODE= 2007 FLORIDA BUILDING CODE
 W/ 2009 FBC SUPPLEMENTS
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION: DENIED
  
 1) SHEET S001 BLDG 9045 COMPRESSED AIR SYSTEMS
 STRUCTURAL CONCRETE COMPRESSOR BUILDING IS MISSING WIND
 DESIGN CRITERIA;
 1604.4 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
 OVERTURNING EFFECTS CAUSED BY LATERAL FORCES SPECIFIED
 IN THIS CHAPTER. SEE SECTION 1609 FOR WIND AND SECTION
 1610 FOR LATERAL SOIL LOADS.
  
 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:
 1.1. BASIC WIND SPEED (3-SECOND GUST), MILES PER HOUR
 (KM/HR).
  
 1.2. 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.
  
 1.3. WIND EXPOSURE, IF MORE THAN ONE WIND EXPOSURE IS
 UTILIZED, THE WIND EXPOSURE AND APPLICABLE WIND
 DIRECTION SHALL BE INDICATED.
  
 1.4. THE APPLICABLE ENCLOSURE CLASSIFICATIONS AND, IF
 DESIGNING WITH ASCE 7, INTERNAL PRESSURE COEFFICIENT.
  
 1.5. 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.
  
 2) SHEET S001 BLDG 9043 COMPRESSED AIR SYSTEMS
 STRUCTURAL CONCRETE COMPRESSOR BUILDING CONCRETE ROOF
 PLAN AND SHEET S001 BLDG 9044 CONCRETE WATERPROOFING
 NOTES:
 PLANS DO NOT ACTUALLY INDICATE A ROOFING ASSEMBLY OR
 ROOF COVERING.
 1503.1 GENERAL. ROOF DECKS SHALL BE COVERED WITH
 APPROVED ROOF COVERINGS SECURED TO THE BUILDING OR
 STRUCTURE IN ACCORDANCE WITH THE PROVISIONS OF THIS
 CHAPTER. ROOF COVERINGS SHALL BE DESIGNED, INSTALLED
 AND MAINTAINED IN ACCORDANCE WITH THIS CODE AND THE
 APPROVED MANUFACTURER'S INSTRUCTIONS SUCH THAT THE ROOF
 COVERING SHALL SERVE TO PROTECT THE BUILDING OR
 STRUCTURE.
  
 1502 DEFINITIONS: ROOF ASSEMBLY. A SYSTEM DESIGNED TO
 PROVIDE WEATHER PROTECTION AND RESISTANCE TO DESIGN
 LOADS. THE SYSTEM CONSISTS OF A ROOF COVERING AND ROOF
 DECK OR A SINGLE COMPONENT SERVING AS BOTH THE ROOF
 COVERING AND THE ROOF DECK. A ROOF ASSEMBLY INCLUDES
 THE ROOF DECK, VAPOR RETARDER, SUBSTRATE OR THERMAL
 BARRIER, INSULATION, VAPOR RETARDER AND ROOF COVERING.
  
 FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING, PROVIDE 2
 COPIES OF PRODUCT TESTING REPORTS, MISSING REPORTS ARE
 AS FOLLOWS:
 ROOFING ASSEMBLIES:
  
 FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING, PROVIDE 2
 COPIES,
 3 IF THRESHOLD OR RESIDENT INSPECTOR OF PRODUCT TESTING
 REPORTS, MISSING REPORTS ARE AS FOLLOWS: ROOF COVERING!
  
 3) SHEET S001 BLDG 9025 / CONTROL BLDG ACCESS DOOR
 DETAILS: INDICATES A NEW EXTERIOR DOOR BUT NO WIND
 DESIGN INFORMATION WAS PREOVIDED, NOR PRODUCT APPROVAL
 FOR THE EXTERIOR DOOR. 1609.6.2 WIND DESIGN CRITERIA/
 EXTERIOR DOOR ASSEMBLIES NOT COVERED BY SECTION
 1715.4.2 OR SECTION 1714.5.3.1 SHALL BE TESTED FOR
 STRUCTURAL INTEGRITY IN ACCORDANCE WITH ASTM E 330
 PROCEDURE A, AT A LOAD OF 1.5 TIMES THE REQUIRED DESIGN
 PRESSURE LOAD. THE LOAD SHALL BE SUSTAINED FOR 10
 SECONDS WITH NO PERMANENT DEFORMATION OF ANY MAIN FRAME
 OR PANEL MEMBER IN EXCESS OF 0.4 PERCENT OF ITS SPAN
 AFTER THE LOAD IS REMOVED. THE MINIMUM TEST SIZES AND
 MINIMUM DESIGN PRESSURES SHALL BE AS INDICATED IN TABLE
 1714.5.3 .
  
 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.
  
 STARTING AUGUST 21, 2009, THE CONSTRUCTION SERVICES
 DEPARTMENT WILL BE CLOSED ON FRIDAYS UNTIL FURTHER
 NOTICE.
  
 OPENING HOURS MONDAY - THURSDAY WILL REMAIN AT 8:00 AM
 - 5:00 PM.
  
 JIM WITMER C. B. O.
 COMMERCIAL COMBINATION PLAN REVIEW
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
  
 PLEASE TAKE A MOMENT TO COMPLETE OUR ANONYMOUS ON-LINE
 CUSTOMER SERVICE SURVEY AT:
 WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES
  
 CONSTRUCTION SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
 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.
  
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2010-05-03 Cont ID  
Sent By mawillia Date 2010-05-03 Time 13:43 Rev Time 0.00
Received By mawillia Date 2010-05-03 Time 13:18 Sent To  
Notes
2010-05-03 13:40:41*****APPROVED*****
  
  
 CLIENT DRAWINGS S001 BLDG 9007, 9009, 9025, AND 9027
 WERE STAMPED, INITIALED, AND DATED.
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2010-03-29 Cont ID  
Sent By mcarsill Date 2010-03-29 Time 11:37 Rev Time 0.00
Received By mcarsill Date 2010-03-29 Time 11:14 Sent To  
Notes
2010-03-29 11:37:06 
 WORK IS BEING PERFORMED AT 6501 NORTH JOG ROAD PER THE
 LETTER FROM JIM WILLIAMS, DISCIPLINE ENGINEER TO
 CAPTAIN MIKE WILLIAMS DATED MARCH 11, 2010.
  
  
 1. ALL CONSTRUCTION, DEMOLITION, AND RENOVATION TO
 COMPLY WITH NFPA 241.
  
 2. ANY CUTTING OR WELDING OPERATIONS SHALL COMPLY WITH
 NFPA 51B.
  
 3. ALL WORK SHALL COMPLY WITH THE FLORIDA FIRE
 PREVENTION CODE, 2007 EDITION. (NFPA 101, NFPA 1, 2006
 EDITIONS)
  
 4. PLEASE INDICATE PRESCRIPTIVE STRENGTH REQUIREMENTS
 FOR ALL HANDRAILS AND GUARDRAILS.
  
 5. PLEASE INDICATE STAIR RISE, RUN, AND TREAD DEPTH.
  
 6. WHAT AREA DOES THE STAIR SERVE?
  
 7. PLEASE INDICATE ON THE PLANS THAT THE GUARDS WILL
 RESIST A 4" SPHERE AND THE BOTTOM ASSEMBLY WILL RESIST
 A 6" SPHERE.
  
 8. PLEASE INDICATE ANY ASSOCIATED ELECTRICAL
 INSTALLATIONS FOR THIS PROJECT.
  
 9. PLEASE PROVIDE MATERIAL SAFETH DATA SHEETS (MSDS)
 FOR THE UREA MATERIAL. PLEASE PROVIDE TANK DETAILS,
 WARNING LABELS, ETC.
  
  
 DENIED
  
  
 MIKE CARSILLO, BATTALION CHIEF
 BUREAU OF FIRE PREVENTION
 (561) 804-4724 PHONE
 (561) 804-4774 FAX
  
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2010-04-26 Cont ID  
Sent By jgomez Date 2010-04-26 Time 11:56 Rev Time 0.00
Received By jgomez Date 2010-04-26 Time 11:51 Sent To  
Notes
2010-04-26 11:56:55SENT TO C3.
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2010-03-29 Cont ID  
Sent By jwitmer Date 2010-03-29 Time 15:06 Rev Time 0.00
Received By jwitmer Date 2010-03-16 Time 09:57 Sent To  
Notes
2010-03-16 09:57:17TO ZONING
  
Review Stop Z ZONING
Rev No 2 Status P Date 2010-04-28 Cont ID  
Sent By eschneid Date 2010-04-28 Time 16:10 Rev Time 0.33
Received By eschneid Date 2010-04-28 Time 16:10 Sent To  
Notes
2010-04-28 16:51:00PASSED
  
 NO LANDSCAPE REQUIRED AS PART OF THIS PERMIT. MARC
 BRUNER, CHIEF ADMINISTRATIVE OFFICER OF SWA, AGREED
 THAT LANDSCAPE WOULD BE INSTALLED AS PART OF THE WASTE
 RECOVERY FACILITY EXPANSION AT A MEETING WITH STAFF ON
 APRIL, 25, 2010. THE ADDITIONAL LANDSCAPE WILL BE A
 CONDITION OF THE AMENDED CERTIFICATION OF CONDITIONS.
Review Stop Z ZONING
Rev No 1 Status F Date 2010-03-23 Cont ID  
Sent By eschneid Date 2010-03-23 Time 08:57 Rev Time 0.75
Received By eschneid Date 2010-03-23 Time 08:57 Sent To  
Notes
2010-03-23 09:04:35FAILED
  
 PER PHONE DISCUSSION WITH CHESLEY SHARPE OF BE&K, THE
 STAIRS WILL BE EXTERIOR TO THE BUILDING, THE UREA TANK
 IS NOT IN AN ENCLOSED STRUCTURE, AND THE AIR COMPRESSOR
 STRUCTURE IS A ROOFED STRUCTURE WITH NO WALLS.
  
 1) PLEASE PROVIDE A SITE PLAN SHOWING WHERE THE STAIRS,
 THE UREA TANK AND THE AIR COMPRESSOR STRUCTURE WILL BE
 CONSTRUCTED IN RELATIONSHIP TO THE MANY STRUCTURES AT
 THE GENERATION FACILITY. NOTE: THE SHEET ENTITLED
 "COMPRESSED AIR SYSTEMS STRUCTURAL CONCRETE COMPRESSOR
 BUILDING FOUNDATION PLAN" DOES NOT HAVE A NORTH ARROW,
 SO UNABLE TO ORIENT IN RELATIONSHIP TO THE SITE AERIAL.
  
 2) PLEASE PROVIDE PICTURE(S) OR OTHER VERIFICATION THAT
 NO PARKING, DRIVE AISLE(S) OR LANDSCAPE IS BEING
 REMOVED.
  
 3) THE ADDRESS AND PARCEL CONTROL NUMBERS ON THE PERMIT
 APPLICATION ARE INCORRECT. THEY SHOULD BE 6501 N. JOG
 RD AND 74424234000001010.
  
 4) THE EXTERIOR OF THE UREA TANK AND THE AIR COMPRSSOR
 STRUCTURE WILL REQUIRE A HEDGE AS SCREENING. NOTE: ONCE
 SITE PLAN IS PROVIDED STAFF CAN IDENTIFY WHERE THE
 HEDGE IS REQUIRED.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446.


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved