Plan Review Details - Permit 15080289
Plan Review Stops For Permit 15080289
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2016-03-21 Cont ID  
Sent By jwitmer Date 2016-03-21 Time 15:23 Rev Time 0.00
Received By jwitmer Date 2016-03-21 Time 15:23 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2016-02-23 Cont ID  
Sent By jwitmer Date 2016-02-23 Time 07:44 Rev Time 0.00
Received By jwitmer Date 2016-02-23 Time 06:59 Sent To  
Notes
2016-02-23 07:44:39BUILDING PLAN REVIEW
 W. P. B. PERMIT:15080289
 ADD: 1001 OKEECHOBEE BLVD
 CONT: C & I CONSTRUCTION & DESIGN
 TEL: (305)255-6067
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W * 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION,
  
 2014 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.
  
 4TH REVIEW
 DATE: TUES. FEB. 23 / 2016
 ACTION: DENIED
  
 NOTICE!!!!!!!!!!!!! CHAPTER 553.80(2)(B) FLORIDA
 STATUTES STATES THAT A LOCAL GOVERNMENT SHALL IMPOSE A
 FEE OF FOUR TIMES THE FEE FOR PLAN REVIEW, IF PLANS ARE
 REJECTED (3) OR MORE TIMES FOR REPEATED FAILURE TO
 CORRECT A CODE VIOLATION.
  
 1-2) COMPLIED. ASTM F2200-05 SCOPE 1.4 AUTOMATED
 VEHICULAR GATES THAT DO NOT COMPLY WITH THIS
 SPECIFICATION SHALL BE SUBJECT TO INDEPENDENT
 EVALUATION FOR COMPLIANCE WITH UL 325.
  
  
  
 3) 4TH REQUEST. THE AMG-1752 FROM UL HAS NOTHING TO DO
 WITH THE WIND DESIGN FOR THE STRUCTURE (STAND) AND ITS
 ATTACHMENT TO THE STRUCTURAL CONCRETE BASE. THE
 BUILDING & SSTRUCTURES CLASSIFIED AS A CATEGORY I
 STRUCTURE INCLUDES FARM OUT BUILDINGS (SHEDS) STREET
 POLES, STOP SIGNS, WALL SIGNS, MONUMENT SIGNS,
 STRUCTURES THAT ARE NOT HABITABLE...
 THIS IS WHERE WE ARE LOOKING FOR A DETAIL SHOWING THE
 ATTACHMENT OF THE STAND BASE TO THE FOUNDATION WILL
 WITHSTAND THE 160 VULT MPH WINDS. THESE CALCULATIONS
 ARE USUALLY COMPLETED BY A ENGINEER OF RECORD. THE
 CALCULATIONS SHOULD ALSO INDICATE IF THEY WERE
 COMPLETED WITH THE GATE ARM REMOVED FOR HIGH WIND
 EVENTS OR NOT!!!!
 THERE IS NO WIND DESIGN CRITERIA NOR HOW THIS EQUIPMENT
 WILL BE ANCHORED TO WITHSTAND THE MOMENT OF OVER
 TURNING FOR THIS WIND BORN DEBRIS REGION? BUILDING
 CATEGORY I WIND ZONE 160 MPH VULT. 3 SECOND GUST
  
 2014 FBC-B 1609.1.1 DETERMINATION OF WIND DESIGN-
 CHAPTER 6 OF ASCE 7-10.
 1609.3 BASIC WIND SPEED FIGURE 1609.A-C
 1609.3 WIND SPEED CONVERSION
 3.1) THE BASIC WIND SPEED, VU, SHALL BE DETERMINED IN
 ACCORDANCE WITH 1609.3.1 & ASCE 7-10
  
 3.2) AN IMPORTANCE FACTOR, FIGURE 1609 A-C, ASCE 7-10.
  
 3.3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN
 ACCORDANCE WITH 1609.4 & ASCE 7-10
  
 3.4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, *
 SHALL BE DETERMINED FROM TABLE 1609.7.2. ASCE 7-10.
  
 3.5) COMPONENTS & CLADDING PRESSURES POSITIVE &
 NEGATIVE TABLE 1609.2(2) .
  
 4) 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.
  
  
 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 3 Status F Date 2015-12-17 Cont ID  
Sent By jwitmer Date 2015-12-17 Time 14:40 Rev Time 0.00
Received By jwitmer Date 2015-12-17 Time 14:40 Sent To  
Notes
2015-12-17 14:40:33BUILDING PLAN REVIEW
 W. P. B. PERMIT:15080289
 ADD: 1001 OKEECHOBEE BLVD
 CONT: C & I CONSTRUCTION & DESGIN
 TEL: (305)255-6067
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W * 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION,
  
 2014 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.
  
 3RD REVIEW
 DATE: THURS. DEC. 17 / 2014
 ACTION: DENIED
  
 NOTICE!!!!!!!!!!!!! CHAPTER 553.80(2)(B) FLORIDA
 STATUTES STATES THAT A LOCAL GOVERNMENT SHALL IMPOSE A
 FEE OF FOUR TIMES THE FEE FOR PLAN REVIEW, IF PLANS ARE
 REJECTED (3) OR MORE TIMES FOR REPEATED FAILURE TO
 CORRECT A CODE VIOLATION.
  
 1) PLANS FAIL TO PROVIDE CODE COMPLIANCE WITH THE 2014
 FBC-B 3110.3 VEHICULAR GATES INTENDED FOR AUTOMATION.
 VEHICULAR GATES INTENDED FOR AUTOMATION SHALL BE
 DESIGNED, CONSTRUCTED AND INSTALLED TO COMPLY WITH THE
 REQUIREMENTS OF ASTM F 2200-05. PLEASE PROVIDE THE
 MANUFACTURERS SPEC ON THIS PRODUCT SHOWING CODE
 COMPLIANCE.
  
 2) VEHICULAR GATE OPENERS 2014 FBC-B 3110. VEHICULAR
 GATE OPENERS, WHEN PROVIDED, SHALL BE LISTED IN
 ACCORDANCE WITH UL 325.PLEASE PROVIDE THE MANUFATURERS
 SPEC ON THIS PRODUCT SHOWING CODE COMPLIANCE.
  
 3) THERE IS NO WIND DESIGN CRITERIA NOR HOW THIS
 EQUIPMENT WILL BE ANCHORED TO WITHSTAND THE MOMENT OF
 OVER TURNING FOR THIS WIND BORN DEBRIS REGION? BUILDING
 CATEGORY I WIND ZONE 160 MPH VULT. 3 SECOND GUST
  
 2014 FBC-B 1609.1.1 DETERMINATION OF WIND DESIGN-
 CHAPTER 6 OF ASCE 7-10.
 1609.3 BASIC WIND SPEED FIGURE 1609.A-C
 1609.3 WIND SPEED CONVERSION
 3.1) THE BASIC WIND SPEED, VU, SHALL BE DETERMINED IN
 ACCORDANCE WITH 1609.3.1 & ASCE 7-10
  
 3.2) AN IMPORTANCE FACTOR, FIGURE 1609 A-C, ASCE 7-10.
  
 3.3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN
 ACCORDANCE WITH 1609.4 & ASCE 7-10
  
 3.4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, *
 SHALL BE DETERMINED FROM TABLE 1609.7.2. ASCE 7-10.
  
 3.5) COMPONENTS & CLADDING PRESSURES POSITIVE &
 NEGATIVE TABLE 1609.2(2) .
  
 4) 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.
  
 A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 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 2 Status F Date 2015-10-21 Cont ID  
Sent By jwitmer Date 2015-10-21 Time 16:32 Rev Time 0.00
Received By jwitmer Date 2015-10-21 Time 16:02 Sent To  
Notes
2015-10-21 16:32:28BUILDING PLAN REVIEW
 W. P. B. PERMIT:
 ADD: 1001 OKEECHOBBEE BLVD
 CONT: C & I CONSTRUCTION & DESIGN, INC.
 TEL: (305)255-6067
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W * 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION,
  
 2014 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.
  
 2ND REVIEW
 DATE: WED. OCT. 21/ 2014
 ACTION: DENIED
  
 1) 2ND REQUEST. PLANS FAIL TO PROVIDE CODE COMPLIANCE
 WITH THE 2014 FBC-B 3110.3 VEHICULAR GATES INTENDED FOR
 AUTOMATION. VEHICULAR GATES INTENDED FOR AUTOMATION
 SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED TO COMPLY
 WITH THE REQUIREMENTS OF ASTM F 2200-05. PLEASE PROVIDE
 THE MANUFACTURERS SPEC ON THIS PRODUCT SHOWING CODE
 COMPLIANCE.
  
 SHEET 1851-06 UNDER THE HEADING OF NOTES. IT IS THE
 RESPONSIBILITY OF THE INSTALLER TO VERIFY ALL
 INFORMATION CONTAINED HEREIN AS IT RELATES TO THE
 ACTUAL SYSTEM DESIGN, SITE CONDITIONS AND CODE
 REQUIREMENTS.
  
  
 2) 2ND REQUEST. VEHICULAR GATE OPENERS 2014 FBC-B 3110.
 VEHICULAR GATE OPENERS, WHEN PROVIDED, SHALL BE LISTED
 IN ACCORDANCE WITH UL 325.
  
 SHEET 1851-06 UNDER THE HEADING OF NOTES. IT IS THE
 RESPONSIBILITY OF THE INSTALLER TO VERIFY ALL
 INFORMATION CONTAINED HEREIN AS IT RELATES TO THE
 ACTUAL SYSTEM DESIGN, SITE CONDITIONS AND CODE
 REQUIREMENTS.
  
  
 3) 2ND REQUEST. THE WIND DESIGN PROVIDED ON SHEET
 TITLED EQUIPMENT MOUNTING-AMG WEDGE ANCHORS INDICATES
 WIND UPLIFT OF 146 MPH. THE PLANS DOES NOT INDICATE IF
 THIS WIND SPEED IS VULT OR VASD? FOR STRUCTURES WITH A
 RISK CATEGORY I THE WIND SPEED INDICATES ON FIGURE
 1609C RISK CATEGORY I STRUCTURES AND BUILDINGS WE ARE
 LOCATED IN A 160 VULT MPH 3 SECOND GUST WIND ZONE.
  
 PLEASE PROVIDE ADDITIONAL INFORMATION TO INDICATE CODE
 COMPLIANCE. 107.2.1.3 ADDITIONAL INFORMATION IS
 REQUIRED.
  
 2014 FBC-B 1609.1.1 DETERMINATION OF WIND DESIGN-
 CHAPTER 6 OF ASCE 7-10.
 1609.3 BASIC WIND SPEED FIGURE 1609.A-C
 1609.3 WIND SPEED CONVERSION
 3.1) THE BASIC WIND SPEED, VU, SHALL BE DETERMINED IN
 ACCORDANCE WITH 1609.3.1 & ASCE 7-10
  
 3.2) AN IMPORTANCE FACTOR, FIGURE 1609 A-C, ASCE 7-10.
  
 3.3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN
 ACCORDANCE WITH 1609.4 & ASCE 7-10
  
 3.4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, *
 SHALL BE DETERMINED FROM TABLE 1609.7.2. ASCE 7-10.
  
 3.5) COMPONENTS & CLADDING PRESSURES POSITIVE &
 NEGATIVE TABLE 1609.2(2) .
  
 4) 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.
  
 A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 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 2015-08-21 Cont ID  
Sent By jwitmer Date 2015-08-21 Time 12:36 Rev Time  
Received By jwitmer Date 2015-08-21 Time 12:18 Sent To  
Notes
2015-08-21 12:36:10BUILDING PLAN REVIEW
 W. P. B. PERMIT:15080289
 ADD: 1001 OKEECHOBEE BLVD
 CONT: C & ICONSTRUCTION & DESGIN
 TEL: (305)255-6067
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W * 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION,
  
 2014 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: FRI. AUGUST 21/ 2014
 ACTION: DENIED
  
 1) PLANS FAIL TO PROVIDE CODE COMPLIANCE WITH THE 2014
 FBC-B 3110.3 VEHICULAR GATES INTENDED FOR AUTOMATION.
 VEHICULAR GATES INTENDED FOR AUTOMATION SHALL BE
 DESIGNED, CONSTRUCTED AND INSTALLED TO COMPLY WITH THE
 REQUIREMENTS OF ASTM F 2200-05. PLEASE PROVIDE THE
 MANUFACTURERS SPEC ON THIS PRODUCT SHOWING CODE
 COMPLIANCE.
  
 2) VEHICULAR GATE OPENERS 2014 FBC-B 3110. VEHICULAR
 GATE OPENERS, WHEN PROVIDED, SHALL BE LISTED IN
 ACCORDANCE WITH UL 325.
  
 3) THERE IS NO WIND DESIGN CRITERIA NOR HOW THIS
 EQUIPMENT WILL BE ANCHORED TO WITHSTAND THE MOMENT OF
 OVER TURNING?
  
 2014 FBC-B 1609.1.1 DETERMINATION OF WIND DESIGN-
 CHAPTER 6 OF ASCE 7-10.
 1609.3 BASIC WIND SPEED FIGURE 1609.A-C
 1609.3 WIND SPEED CONVERSION
 3.1) THE BASIC WIND SPEED, VU, SHALL BE DETERMINED IN
 ACCORDANCE WITH 1609.3.1 & ASCE 7-10
  
 3.2) AN IMPORTANCE FACTOR, FIGURE 1609 A-C, ASCE 7-10.
  
 3.3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN
 ACCORDANCE WITH 1609.4 & ASCE 7-10
  
 3.4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, *
 SHALL BE DETERMINED FROM TABLE 1609.7.2. ASCE 7-10.
  
 3.5) COMPONENTS & CLADDING PRESSURES POSITIVE &
 NEGATIVE TABLE 1609.2(2) .
  
 4) 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.
  
 A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 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 2015-11-17 Cont ID  
Sent By ppetty Date 2015-11-17 Time 12:33 Rev Time 0.00
Received By ppetty Date 2015-11-17 Time 11:44 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2015-09-17 Cont ID  
Sent By ppetty Date 2015-09-17 Time 09:24 Rev Time 0.00
Received By ppetty Date 2015-09-17 Time 09:19 Sent To  
Notes
2015-09-17 09:24:25PLEASE PROVIDE CUT SHEET FOR EQUIPMENT
 LOCATION OF PANEL AND ALL CIRCUT INFORMATION
 PP
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2015-10-19 Cont ID  
Sent By pleduc Date 2015-10-19 Time   Rev Time 0.00
Received By pleduc Date 2015-10-19 Time 12:38 Sent To  
Notes
2015-10-19 12:49:06THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC,
 FIRE MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 PLEASE CONSIDER THE FOLLOWING AS PROVISO:
  
 1. A KNOX KEY SWITCH IS REQUIRED AT EACH ENTRY AND BOTH
 GATES SHALL OPEN ON ACTIVATION.
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2015-08-17 Cont ID  
Sent By pleduc Date 2015-08-17 Time   Rev Time 0.00
Received By pleduc Date 2015-08-17 Time 14:23 Sent To  
Notes
2015-08-17 14:43:58THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 1) THE GATES OR GATE FOUNDATION SHALL NOT ENCROUCH INTO
 THE EXISTING DRIVE PATHS AS THEY ARE PREVIOUSLY
 APPROVED FIRE LANES.
  
 2) FIRE LANES ACCESS SHALL BE A MINIMUM OF 20FT. ON THE
 NORTH DRIVE PATH DIMENSIONS INDICATE 16'10" AND 17'10"
 RESPECTFULLY. HOWVER, THERE IS AN EXISTING PREVIOUSLY
 APPROVED ISLAND MEDIUM THAT CAN REMAIN. THE EQUIPMENT
 MAY BE MOVED INTO THE ISLAND MEDIUM.
  
 3) ON THE SOUTH WEST LOCATION, DRIVE LANES ARE REDUCED
 TO 13'1" AND ARE NOT APPROVED. FIRE LANES ACCESS SHALL
 BE A MINIMUM OF 20FT.
  
 4) ON THE SOUTH EAST LOCATION, ONE DRIVE LINE IS
 REDUCED TO 11' AND THE OTHER SIDE IS NOT INDICATED BUT
 APPEARS TO BE LESS THAN 11' AND IS NOT APPROVED. FIRE
 LANES ACCESS SHALL BE A MINIMUM OF 20FT.
  
 5) ANY GATE ACESS SHALL HAVE KNOX KEY SWITCHES FOR 24
 EMERGENCY ACCESS.
  
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2016-03-21 Cont ID  
Sent By jwitmer Date 2016-03-21 Time 15:23 Rev Time 0.00
Received By jwitmer Date 2016-03-14 Time 12:52 Sent To  
Notes
2016-03-18 13:52:01MISC 2 BOX.
2016-03-14 12:53:09RESUB ROUTED TO AAPONTE VIA ZONING INBOX
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2016-02-23 Cont ID  
Sent By jwitmer Date 2016-02-23 Time 07:44 Rev Time 0.00
Received By jwitmer Date 2016-01-07 Time 14:10 Sent To  
Notes
2016-02-22 08:42:222/22 TO JW DESK
  
  
2016-01-07 14:10:30ROUTED TO AAPONTE VIA SGRAHAM'S DESK
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2015-12-17 Cont ID  
Sent By jwitmer Date 2015-12-17 Time 14:50 Rev Time 0.00
Received By jwitmer Date 2015-12-11 Time 10:11 Sent To  
Notes
2015-12-16 11:14:2112/16 TO JW DESK
  
  
2015-12-15 17:56:38TO MISC 2 BOX.
2015-12-14 10:11:31RESUB ROUTED TO APPONTE VIA SGRAHAM'S DESK
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2015-11-17 Cont ID  
Sent By ppetty Date 2015-11-17 Time 12:34 Rev Time 0.00
Received By ppetty Date 2015-10-08 Time 08:58 Sent To  
Notes
2015-10-09 08:58:33B18
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2015-09-21 Cont ID  
Sent By aaponte Date 2015-09-21 Time 11:45 Rev Time 0.00
Received By aaponte Date 2015-08-10 Time 13:21 Sent To  
Notes
2015-09-21 11:46:49FILED UNDER C. APPLICANT CONTACTED BY E-MAIL (STEVE).
Review Stop Z ZONING
Rev No 5 Status P Date 2016-03-18 Cont ID  
Sent By aaponte Date 2016-03-17 Time 11:07 Rev Time 0.00
Received By aaponte Date 2016-03-17 Time 11:07 Sent To  
Notes
2016-03-18 13:51:45PROVISO: FINAL CERTIFCATE OF COMPLETION SHALL NOT BE
 ISSUED UNITL THE PARKING AGREEMENT WITH THE CITY
 (ORDINANCE 3144-98) IS AMENDED TO REFLECT THE NEW
 LOCATION OF THE PARKING SPACES DEDICATED FOR PUBLIC
 USE.
Review Stop Z ZONING
Rev No 4 Status F Date 2016-02-09 Cont ID  
Sent By aaponte Date 2016-02-09 Time 09:56 Rev Time 0.00
Received By aaponte Date 2016-02-09 Time 09:56 Sent To  
Notes
2016-02-09 10:01:43ACCORDING TO A LEASE AGREEMENT BETWEEN THE MARRIOTT AND
 THE CITY, 15 PARKING SPACES SHALL BE PROVIDED FOR
 PUBLIC USE. PROPOSED GATES WILL BLOCK ACCESS TO THE
 DESIGNATED PARKING SPACES. PLEASE CONTACT THE CITY TO
 DISCUSS ALTERNATIVES TO SOLVE THE ISSUE.
 FOR ADDITONAL INFORMATION PLEASE CONTACT ANA MARIA
 APONTE AT 561-822-1439.
Review Stop Z ZONING
Rev No 3 Status F Date 2015-12-15 Cont ID  
Sent By aaponte Date 2015-12-15 Time 17:54 Rev Time 0.00
Received By aaponte Date 2015-12-15 Time 17:54 Sent To  
Notes
2015-12-15 17:56:15PROPOSED GATE IS REMOVING 5 PARKING SPACES. PLEASE
 PROVIDE INFORMATION TO CONFIRM COMPLIANCE WITH PARKING
 REQUIREMENTS. INCLUDE, TOTAL NUMBER OF ROOMS, AND TOTAL
 SQUARE FOOTAGE OF MEETING ROOMS, AND RESTAURANTS.PLEASE
 REQUEST CONSTRUCTION DOCUMENTS IN THE BUILDING
 DEPARTMENT TO OBTAIN DATA.
 FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA
 APONTE AT 561-822-1439.
Review Stop Z ZONING
Rev No 2 Status F Date 2015-10-29 Cont ID  
Sent By aaponte Date 2015-10-29 Time 15:50 Rev Time 0.00
Received By aaponte Date 2015-10-29 Time 15:50 Sent To E
Notes
2015-10-29 15:50:53COMMENT FROM SUBMITTAL 1 HAS NTO BEEN ADDRESSED.
Review Stop Z ZONING
Rev No 1 Status F Date 2015-09-21 Cont ID  
Sent By aaponte Date 2015-09-21 Time 11:43 Rev Time 0.00
Received By aaponte Date 2015-09-21 Time 11:43 Sent To  
Notes
2015-09-21 11:45:27PROPOSED GATE IS REMOVING 5 PARKING SPACES. PLEASE
 PROVIDE INFORMATION TO CONFIRM COMPLIANCE WITH PARKING
 REQUIREMENTS. INCLUDE, TOTAL NUMBER OF ROOMS, AND TOTAL
 SQUARE FOOTAGE OF MEETING ROOMS, AND RESTAURANTS.
 FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA
 APONTE AT 561-822-1439.
2015-08-17 11:26:238/17/15


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