Plan Review Details - Permit 15010785
Plan Review Stops For Permit 15010785
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2015-03-11 Cont ID  
Sent By jwitmer Date 2015-03-11 Time 07:37 Rev Time 0.00
Received By jwitmer Date 2015-03-11 Time 07:15 Sent To  
Notes
2015-03-11 07:45:59BUILDING PLAN REVIEW
 PERMIT: 15010785
 ADD: 3419 BRIAR BAY BLVD.
 CONT: MKS CONSTRUCTION
 TEL: (561)601-6146
  
 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.
  
 1ST REVIEW
 DATE: THURS. JAN. 29/2015
 ACTION: DENIED
  
 12) CONTRACTOR TO PUT INNEW SHEETS, REMOVE OLD SHEETS.
 !!!!!!! 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.
  
 1) 2ND REQUEST. THE SHEET S-1 DOES NOT PROVIDE WHATTHE
 MINIMUM SAFE BEARING VALUE OF THE SOILS. 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.
  
 2) COMPLIED. SHEET S-1 SECTION A-A SHOWS THE BOTTOM OF
 THE FOUNDATION ONLY 6 INCHES BELOW GRADE. 1809.4 DEPTH
 AND WIDTH OF FOOTINGS.
 THE MINIMUM DEPTH OF FOOTINGS BELOW THE UNDISTURBED
 GROUND SURFACE SHALL BE 12 INCHES (305 MM). WHERE
 APPLICABLE, THE REQUIREMENTS OF SECTION 1809.5 SHALL
 ALSO BE SATISFIED. THE MINIMUM WIDTH OF FOOTINGS SHALL
 BE 12 INCHES (305 MM).
  
 3) COMPLIED. THE PLANS DO NOT SHOW COMPLIANCE WITH 2010
 FBC-B 1816.1 TERMITE PROTECTION. 1816.1.4 IF SOIL
 TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION,
 CHEMICALLY TREATED SOIL SHALL BE PROTECTED WITH A
 MINIMUM 6 MILLIMETER VAPOR RETARDER TO PROTECT AGAINST
 RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR
 RETARDER PLACEMENT, RETREATMENT IS REQUIRED. ANY WORK,
 INCLUDING PLACEMENT OF REINFORCING STEEL, DONE AFTER
 CHEMICAL TREATMENT UNTIL THE CONCRETE FLOOR IS POURED,
 SHALL BE DONE IN SUCH MANNER AS TO AVOID PENETRATING OR
 DISTURBING TREATED SOIL. ALSO SEE 1910.1.
  
 4) COMPLIED. THE PLANS DO NOT INDICATE WHAT WILL BE
 USED TO RE-INFORCE THE MONOLITHIC SLAB WIRE MESH OR
 FIBER CONCRETE. 2010 FBC-B 1910.1 MINIMUM SLAB
 PROVISONS.
  
 5) SEMI-COMPLIED. SHEET S1 THE ROOF FRAMING PLAN A-A
 PROVIDES DETAILS THAT THIS IS A HAND FRAMED ROOF. THE
 PLANS SHOW 2X8 RIDGE AND 2X4 BENEATH THE RIDGE ON EACH
 END. THIS DETAIL ALSO SHOWS A LUS 24 AT THE CONNECTION
 OF THE RIDGE BEAM TO THE VERTICAL STUD. THIS DETAIL
 DOES NOT SHOW HOW THE VERTICAL STUD WILL BE ANCHORED TO
 THE BEAM, THIS IS PART OF THE MWFRS MAINWIND FORCE
 RESISTING SYSTEM. THERE IS NO NOTE AS ON THE GABLE END
 THE STUD PLACEMENT NOR THE ANCHORING OF THE GABLE END
 WALL SYSTEM.
  
 6) 2ND REQUEST. SHEET S1 ROOF FRAMING PLAN THERE IS NO
 SECTION FOR THE GABLE END WALL FRAMING OR IF THIS WILL
 BE A GABLE END TRUSS, PROVIDE DETAIL AND ANCHORAGE TO
 THE BOND BEAM PART OF THE MWFRS MAIN WIND FORCE
 RESISTING SYSTEM. 2010 FBC-B 1609.6.4 DESIGN PROCEDURE.
  
 7) COMPLIED. THERE IS ONLY ONE SET OF PRODUCT APPROVALS
 SUBMITTED FOR THIS PROJECT, 2 SETS ARE REQUIRED, ONE
 FOR THE FIELD INSPECTORS THE OTHER FOR THE CITY FILES
 RECORD RETENSION.
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION,107.3.5 MINIMUM PLAN
 REVIEW CRITERIA FOR BUILDINGS.
  
 8) COMPLIED. 2010 FBC 107.3.4.1 PRODUCT APPROVALS.
 THOSE PRODUCTS WHICH ARE REGULATED BY THE DCA RULE
 9N-03 SHALL BE REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC..
  
 9) SEMI-COMPLIED. THE SUBMITTAL FOR BERTHA H. V.
 ACCORDIAN SHUTTERS NEEDS TO IDENTIFY THE FOLLOWING : FL
 BLD CODE 2010 SECTION 107.2.5.,
 1609.1.2, 1715.8 & EXIST BUILD CODE 606.4 PROCEDURES: A
 COMPLETE INSTALLATION SCHEDULE SUMMARIZING &
 IDENTIFYING OPENING SIZES, STORY HEIGHTS, UNIT MARK
 NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM BAR REINFORCING
 REQUIREMENTS, WALL PRESSURE ZONES, SLAT TYPES, ETC.,
 SHALL BE SUBMITTED AT TIME OF PERMIT APPLICATION TO
 FACILITATE PLAN REVIEW AND PERMIT ISSUANCE.
  
  
 10) THE ROOFING PRODUCT APPROVAL SUBMITTED NOA
 11-0510.02 ENTEGRA ESTATE S TILE ATTACHMENT POLYFOAM
 POLYPRO PRODUCT APPROVAL WAS NOT SUBMITTED.
 UNDERLAYMENT SHALL BE APPLIED ACCORDING TO THE TILE
 MANUFACTURER'S INSTALLATION INSTRUCTIONS OR THE
 RECOMMENDATIONS OF THE FRSA/TRI 07320 WHERE THE BASIC
 WIND SPEED, VASD, IS DETERMINED IN ACCORDANCE WITH
 SECTION 1609.3.1 OR THE RECOMMENDATIONS OF RAS 118, 119
 OR 120.
  
 1507.3.2 DECK SLOPE.
 CONCRETE AND CLAY ROOF TILE SHALL BE INSTALLED IN
 ACCORDANCE WITH THE RECOMMENDATIONS OF FRSA/TRI 07320
 WHERE THE VASD AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1 OR THE RECOMMENDATIONS OF RAS 118, 119 OR 120.
  
 11) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
  
 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 2015-01-29 Cont ID  
Sent By jwitmer Date 2015-01-29 Time 08:03 Rev Time  
Received By jwitmer Date 2015-01-29 Time 07:15 Sent To  
Notes
2015-01-29 07:38:24BUILDING PLAN REVIEW
 PERMIT: 15010785
 ADD: 3419 BRIAR BAY BLVD.
 CONT: MKS CONSTRUCTION
 TEL: (561)601-6146
  
 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.
  
 1ST REVIEW
 DATE: THURS. JAN. 29/2015
 ACTION: DENIED
  
 1) THE SHEET S-1 DOES NOT PROVIDE WHATTHE MINIMUM SAFE
 BEARING VALUE OF THE SOILS. 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.
  
 2) SHEET S-1 SECTION A-A SHOWS THE BOTTOM OF THE
 FOUNDATION ONLY 6 INCHES BELOW GRADE. 1809.4 DEPTH AND
 WIDTH OF FOOTINGS.
 THE MINIMUM DEPTH OF FOOTINGS BELOW THE UNDISTURBED
 GROUND SURFACE SHALL BE 12 INCHES (305 MM). WHERE
 APPLICABLE, THE REQUIREMENTS OF SECTION 1809.5 SHALL
 ALSO BE SATISFIED. THE MINIMUM WIDTH OF FOOTINGS SHALL
 BE 12 INCHES (305 MM).
  
 3) THE PLANS DO NOT SHOW COMPLIANCE WITH 2010 FBC-B
 1816.1 TERMITE PROTECTION. 1816.1.4 IF SOIL TREATMENT
 IS USED FOR SUBTERRANEAN TERMITE PREVENTION, CHEMICALLY
 TREATED SOIL SHALL BE PROTECTED WITH A MINIMUM 6
 MILLIMETER VAPOR RETARDER TO PROTECT AGAINST RAINFALL
 DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER
 PLACEMENT, RETREATMENT IS REQUIRED. ANY WORK, INCLUDING
 PLACEMENT OF REINFORCING STEEL, DONE AFTER CHEMICAL
 TREATMENT UNTIL THE CONCRETE FLOOR IS POURED, SHALL BE
 DONE IN SUCH MANNER AS TO AVOID PENETRATING OR
 DISTURBING TREATED SOIL. ALSO SEE 1910.1.
  
 4) THE PLANS DO NOT INDICATE WHAT WILL BE USED TO
 RE-INFORCE THE MONOLITHIC SLAB WIRE MESH OR FIBER
 CONCRETE. 2010 FBC-B 1910.1 MINIMUM SLAB PROVISONS.
  
 5) SHEET S1 THE ROOF FRAMING PLAN NOR SECTION A-A
 PROVIDE IF THE ROOF FRAMING DETAILS WITH 2X6 @ 24
 INCHES ON CENTER ARE TRUSSES OR A HANDFRAMED
 CONVENTIONAL ROOF FRAMING SYSTEM. NOTE IF HAND FRAMED
 THE N COMPLIANCE WITH 2010 2308.10.4 CEILING JOIST AND
 RAFTER FRAMING.
 RAFTERS SHALL BE FRAMED DIRECTLY OPPOSITE EACH OTHER AT
 THE RIDGE. THERE SHALL BE A RIDGE BOARD AT LEAST 1-INCH
 (25 MM) NOMINAL THICKNESS AT RIDGES AND NOT LESS IN
 DEPTH THAN THE CUT END OF THE RAFTER. AT VALLEYS AND
 HIPS, THERE SHALL BE A SINGLE VALLEY OR HIP RAFTER NOT
 LESS THAN 2-INCH (51 MM) NOMINAL THICKNESS AND NOT LESS
 IN DEPTH THAN THE CUT END OF THE RAFTER.
  
 6) SHEET S1 ROOF FRAMING PLAN THERE IS NO SECTION FOR
 THE GABLE END WALL FRAMING OR IF THIS WILL BE A GABLE
 END TRUSS, PROVIDE DETAIL AND ANCHORAGE TO THE BOND
 BEAM PART OF THE MWFRS MAIN WIND FORCE RESISTING
 SYSTEM. 2010 FBC-B 1609.6.4 DESIGN PROCEDURE.
  
 7) THERE IS ONLY ONE SET OF PRODUCT APPROVALS SUBMITTED
 FOR THIS PROJECT, 2 SETS ARE REQUIRED, ONE FOR THE
 FIELD INSPECTORS THE OTHER FOR THE CITY FILES RECORD
 RETENSION.
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION,107.3.5 MINIMUM PLAN
 REVIEW CRITERIA FOR BUILDINGS.
  
 8) 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC..
  
 9) THE SUBMITTAL FOR BERTHA H. V. ACCORDIAN SHUTTERS
 DOES NOT HAVE A FLORIDA APPROVAL NOR A MIAMI- DADE
 APPROVAL. THIS REPORT WILL NEED TO APPLY FOR A LOCAL
 PRODUCT APPROVAL AND FILE OUT THE THE FORMS RETURN THEM
 TO BE REVIEWED BY THE BUILDING OFFICAL FOR CODE
 COMPLIANCE.
  
 10A) THE ROOFING PRODUCT APPROVAL SUBMITTED NOA
 12-0904.06 VANGUARD ROLL CONCRETE ROOF TILE TYPE OF
 UNDERLAYMENT TO BE INSTALLED SEE LIMITATION 3.4.
 1507.3.3 UNDERLAYMENT.
 UNLESS OTHERWISE NOTED, REQUIRED UNDERLAYMENT SHALL
 CONFORM TO: ASTM D 226, TYPE II; ASTM D 2626; ASTM D
 1970 OR ASTM D 6380 MINERAL-SURFACED ROLL ROOFING.
 UNDERLAYMENT SHALL BE APPLIED ACCORDING TO THE TILE
 MANUFACTURER?S INSTALLATION INSTRUCTIONS OR THE
 RECOMMENDATIONS OF THE FRSA/TRI 07320 WHERE THE BASIC
 WIND SPEED, VASD, IS DETERMINED IN ACCORDANCE WITH
 SECTION 1609.3.1 OR THE RECOMMENDATIONS OF RAS 118, 119
 OR 120.
  
 1507.3.2 DECK SLOPE.
 CONCRETE AND CLAY ROOF TILE SHALL BE INSTALLED IN
 ACCORDANCE WITH THE RECOMMENDATIONS OF FRSA/TRI 07320
 WHERE THE VASD AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1 OR THE RECOMMENDATIONS OF RAS 118, 119 OR 120.
  
 10B) VANGUARD ROLL CONCRETE ROOF TILE UNDER THE HEADING
 INSTALLATION 4.2 ATTACHMENT METHOD HAS NOT BEEN
 IDENTIFIED, SCREW, NAIL, FOAM SET OR MORTAR SET. MUST
 SHOW COMPLIANCE WITH MINIMUM ATTACHMENT RESISTANCE.
 2010 FBC-B 1507.3.7 ATTACHMENT. CLAY AND CONCRETE ROOF
 TILES SHALL BE FASTENED IN ACCORDANCE WITH SECTION 1609
 OR IN ACCORDANCE WITH FRSA/TRI 07320 WHERE THE BASIC
 WIND SPEED, VASD, IS DETERMINED IN ACCORDANCE WITH
 SECTION 1609.3.1.
  
 11) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 12) 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 E ELECTRICAL
Rev No 1 Status P Date 2015-01-22 Cont ID  
Sent By rlecky Date 2015-01-22 Time 12:47 Rev Time 0.00
Received By rlecky Date 2015-01-22 Time 12:39 Sent To  
Notes
2015-01-22 12:48:54SEE ELECTRIC COMMENTS ON THE PLAN
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2015-02-05 Cont ID  
Sent By pleduc Date 2015-02-05 Time   Rev Time 0.00
Received By pleduc Date 2015-02-05 Time 14:15 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2015-03-20 Cont ID  
Sent By hmoser Date 2015-03-20 Time 14:27 Rev Time 0.00
Received By hmoser Date 2015-02-24 Time 16:59 Sent To  
Notes
2015-02-25 16:59:57RE-SUBMITTAL SENT TO C23 BIN FOR REVIEW. JG.
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2015-03-20 Cont ID  
Sent By hmoser Date 2015-03-20 Time 14:27 Rev Time 0.00
Received By hmoser Date 2015-01-15 Time 12:30 Sent To  
Notes
2015-01-27 12:30:23C13
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2015-03-11 Cont ID  
Sent By jwitmer Date 2015-03-11 Time   Rev Time 0.00
Received By jwitmer Date 2015-03-11 Time   Sent To  
Notes
2015-03-11 07:47:21BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2015-01-29 Cont ID  
Sent By jwitmer Date 2015-01-29 Time 08:03 Rev Time 0.00
Received By jwitmer Date 2015-01-29 Time 08:03 Sent To  
Notes
2015-01-29 08:04:10BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2015-03-20 Cont ID  
Sent By hmoser Date 2015-03-20 Time 14:27 Rev Time 0.00
Received By hmoser Date 2015-03-20 Time 14:25 Sent To  
Notes
2015-03-20 14:27:07PASS
 SHOW LOCATION OF CONDENSER AT NEXT REVIEW.
  
 PLAN REVIEW BY HAROLD MOSER
 [email protected]
 OFFICE 561-805-6732
 FAX 567-805-6676
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2015-02-19 Cont ID  
Sent By hmoser Date 2015-02-19 Time 17:07 Rev Time 0.00
Received By hmoser Date 2015-02-19 Time 16:59 Sent To  
Notes
2015-02-19 17:07:19PLAN DENIED
 PROVIDE ENERGY CALCULATIONS WITH PLAN.
 PER SECTION 503.2.1 FLORIDA ENERGY CODE 2010
  
 PLAN REVIEW BY HAROLD MOSER
 [email protected]
 OFFICE 561-805-6732
 FAX 561-805-6676
Review Stop P PLUMBING
Rev No 2 Status N Date 2015-03-12 Cont ID  
Sent By tklarge Date 2015-03-12 Time 04:02 Rev Time 0.00
Received By tklarge Date 2015-03-12 Time 03:41 Sent To  
Notes
2015-03-12 04:05:04RESTROOMS LOCATED AT POOL AND ARE WITHIN 500 FEET OF
 PROPOSED GUARDHOUSE.
Review Stop P PLUMBING
Rev No 1 Status F Date 2015-02-04 Cont ID  
Sent By tklarge Date 2015-02-04 Time 08:39 Rev Time 0.00
Received By tklarge Date 2015-02-04 Time 08:22 Sent To  
Notes
2015-02-04 08:39:15TOILET FACILITIES SHALL BE PROVIDED WITHIN 500 FT. OF
 THE GUARDHOUSE PER THE 201 FL. PLBG. CODE SEC.403.3.2.
Review Stop Z ZONING
Rev No 2 Status P Date 2015-03-05 Cont ID  
Sent By llouie Date 2015-03-05 Time 16:21 Rev Time 0.00
Received By llouie Date 2015-03-04 Time 14:58 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2015-01-28 Cont ID  
Sent By llouie Date 2015-01-28 Time 11:41 Rev Time 0.00
Received By llouie Date 2015-01-28 Time 11:41 Sent To  
Notes
2015-01-28 11:41:49** FAILED **
  
 PLEASE ADDRESS THE FOLLOWING COMMENTS. RESPOND TO THE
 COMMENTS IN WRITING AND/OR ON THE PLANS WHERE
 APPLICABLE:
  
 1.) CHANGES HAVE BEEN DETECTED IN THE SUBMITTED PERMIT
 PLANS. THE CHANGES DO NOT REFLECT WHAT WAS APPROVED
 THROUGH THE MINOR PD AMENDMENT PROCESS ON DECEMBER 24,
 2014 (REFERENCE: PB1180MM). A NEW MINOR PD AMENDMENT
 APPLICATION WILL BE REQUIRED IF CHANGES ARE PROPOSED TO
 THE APPROVED PLANS.
  
 PLEASE NOTE THAT ANY CHANGES ON THE RESUBMITTED PLANS
 MAY RESULT IN ADDITIONAL COMMENTS. CONTACT LINDA LOUIE
 @ (561) 822-1458 IF YOU HAVE QUESTIONS.


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