Plan Review Details - Permit 15030965
Plan Review Stops For Permit 15030965
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2015-06-25 Cont ID  
Sent By jwitmer Date 2015-06-25 Time 07:42 Rev Time 0.00
Received By jwitmer Date 2015-06-25 Time 06:47 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2015-04-01 Cont ID  
Sent By jwitmer Date 2015-04-01 Time 14:52 Rev Time  
Received By jwitmer Date 2015-04-01 Time 08:08 Sent To  
Notes
2015-04-01 12:43:24BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15030965
 ADD: 8264 NORTHLAKE BLVD.
 CONT: J. RAWN ENTERPRISES
 TEL: (561)478-7445
 E-MAIL: [email protected]
  
 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.
  
 IMPORTANT NOTICE: EFFECTIVE MARCH 30, 2015
 ALL PERMIT APPLICATION PLAN REVIEWS WILL BE PERFORMED
 ELECTRONICALLY
 UPON APPLICATION AND FEE PAYMENT DESIGN DOCUMENTS
 SUBMISSION OPTIONS ARE AS FOLLOWS:
 1 UPLOAD VIA THE PROJECT DOX PORTAL WITH DIGITAL
 SIGNATURES OF DESIGN PROFESSIONALS AS APPLICABLE; USE
 THE REQUIRED NAMING CONVENTION FOR EACH DOCUMENT
 2 INCLUDE ON A CD IF DESIGN PROFESSIONAL DIGITAL
 SIGNATURES ARE PROVIDED AS REQUIRED; USE THE REQUIRED
 NAMING CONVENTION FOR EACH DOCUMENT
 3 INCLUDE ON A CD WITH ONE SET OF TRADITIONAL PAPER
 DESIGN DOCUMENTS SIGNED AND SEALED AS REQUIRED; USE THE
 REQUIRED NAMING CONVENTION FOR EACH DOCUMENT
 4 ONE SET OF TRADITIONAL PAPER DESIGN DOCUMENTS SUBJECT
 TO ADMINISTRATIVE FEES TO DIGITIZE THE DOCUMENTS
 ADDITIONAL INFORMATION WILL BE PROVIDED WHEN IT BECOMES
 AVAILABLE
  
 1ST REVIEW
 DATE: WED. APRIL 01/2015
 ACTION: DENIED
  
 1) PLEASE PROVIDE A FLOOD ELEVATION CERTIFICATE FOR THE
 PROPOSED WORK, PLEASE PROVIDE THE ELEVATIONS IN NGVD.
 FBC BUILDING 3110.1.2 / CITY OF WPB CODE OF ORDINANCES
 SECTION 94-546. STRUCTURE IS LOCATED IN AN "AH" FLOOD
 ZONE. A FLOOD ELEVATION CERTIFICATE WILL BE REQUIRED.
 PLEASE REVIEW CITY ORDINANCE FOR THE CITY REQUIREMENTS
 REQUIRE AN ADDITIONAL 6 INCHES OF ELEVATION.
  
 FEMA FORM OMB NO. 1660-0008 EXPIRES:
 JULY 31/2015
 FEMA'S NEW ELEVATION CERTIFICATE (EC) WAS APPROVED FOR
 USE, EFFECTIVE AUGUST 1/ 2013, THROUGH JULY 31/ 2015.
 FORM. ADDITIONAL INFORMATION ON THE DIFFERENCES, THE
 NEW FORM, AND INSTRUCTIONS ARE AVAILABLE AT:
 HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM
  
 2) SHEET A2.0 INDICATES THE INSTALATION OF NEW ANDERSON
 400 SERIES PERMA-SHIELD VINYL CLAD WOOD CASEMENT
 WINDOWS, LMI
 NOA07-0820.02. NOTE THIS PRODUCT APPROVAL HAS EXPIRED
 ON 09/19/2012.
 THE FLORIDA PRODUCT APPROVAL SYSTEM DOES HAVE TESTING
 FOR PERMA-SHIELD VINYL CLAD WOOD CASEMENT WINDOWS, LMI
 TESTING NUMBER IS FL12496-R2 THIS IS A CASEMENT WINDOW
 WITH +/- 70 PSF. I'VE PRINTED THEM OUT TO BE PART OF
 THE PERMIT PACKAGE.
 THEY STILL WILL NEED TO BE REVIEWED BY THE DESSIGNER OF
 RECORD AND SHOP DRAWING STAMP OF APPROVAL APPLIED.
  
 3A) SHEET A2.0 ALSO INDICATES THE REUSE OF THE EXISTING
 DOORS WHICH WERE INSTALLED BEFORE THE LARGE MISSILE
 IMPACT TESTING REQUIREMENTS. A SITE SPECIFIC APPROVAL
 WILL NEED TO BE ACCOMPLISHED BY AN ENGINEER PROVIDING
 CALCULATIONS AND OR RATIONAL ANALYSIS FOR THE EXISTING
 DOOR AND FRAME FOR THE WIND PRESSURES AND THE ANCHORING
 OF THE FRAME TO THE MAIN WIND FORCE RESISTING SYSTEM.
 THE OTHER ISSUE IS THE DOORS WILL REQUIRE STORM
 SHUTTERS, EITHER PROVIDE NEW STORM SHUTTERS FOR THIS
 OPENING OR THE ENGINEER WILL ALSO BE REQUIRED TO DO
 SITE SPECIFIC APPROVAL OF THE EXISTING STORM SHUTTER
 SYSTEM PROVIDING CALCULATIONS AND OR RATIONAL ANALYSIS
 OF THE STORM SHUTTERS, AND ANCHORING OF SHUTTERS TO THE
 STRUCTURE.
  
 1703.4 PERFORMANCE.
 SPECIFIC INFORMATION CONSISTING OF TEST REPORTS
 CONDUCTED BY AN APPROVED TESTING AGENCY IN ACCORDANCE
 WITH STANDARDS REFERENCED IN CHAPTER 35, OR OTHER SUCH
 INFORMATION AS NECESSARY, SHALL BE PROVIDED FOR THE
 BUILDING OFFICIAL TO DETERMINE THAT THE MATERIAL MEETS
 THE APPLICABLE CODE REQUIREMENTS.
  
 1703.4.1 RESEARCH AND INVESTIGATION.
 SUFFICIENT TECHNICAL DATA SHALL BE SUBMITTED TO THE
 BUILDING OFFICIAL TO SUBSTANTIATE THE PROPOSED USE OF
 ANY MATERIAL OR ASSEMBLY. IF IT IS DETERMINED THAT THE
 EVIDENCE SUBMITTED IS SATISFACTORY PROOF OF PERFORMANCE
 FOR THE USE INTENDED, THE BUILDING OFFICIAL SHALL
 APPROVE THE USE OF THE MATERIAL OR ASSEMBLY SUBJECT TO
 THE REQUIREMENTS OF THIS CODE. THE COSTS, REPORTS AND
 INVESTIGATIONS REQUIRED UNDER THESE PROVISIONS SHALL BE
 PAID BY THE APPLICANT.
  
 1703.4.2 RESEARCH REPORTS.
 SUPPORTING DATA, WHERE NECESSARY TO ASSIST IN THE
 APPROVAL OF MATERIALS OR ASSEMBLIES NOT SPECIFICALLY
 PROVIDED FOR IN THIS CODE, SHALL CONSIST OF VALID
 RESEARCH REPORTS FROM APPROVED SOURCES.
  
 3B) DEPENDING IF NEW DOORS WITH LARGE MISSILE RATED
 DOORS ARE USED OR IF STORM SHUTTERS, A LETTER FROM THE
 CITY PROJECT ENGINEER
 OF THE GRASSY WATERS NATURE CENTER THAT THE
 ADMINISTRATOR OF THE GRASSY WATER NATURE CENTER
 ROUTINELY PRACICES THE PLACEMENT AND REMOVAL OF THE
 STORM SHUTTERS IN ORDER TO PROPERLY SECURE THE SITE IN
 EMERGENCY CONDITIONS.
  
 IN ADDITION, THE ADMINISTRATOR OF THE FACILITY
 ROUTINELY HAVE USED AND WILL CONTINUE TO USE PROPER
 CAUTION TO COMPLETELY EVACUATE THE FACILITY PRIOR TO
 SECURING THE HURRICANE SHUTTERS OVER THE EXISTING AND
 RELOCATED DOOR ASSEMBLY.
  
 4) THE STRUCTURAL SHEET S-1.0 WILL NEED TO BE UPDATED
 TO THE 2010 FBC-B AND ANSI/ASCE &-10 FOR THE WIND
 DESIGN AND THE ASSOCIATED PRESSURES.
 WIND DESIGN CRITERIA
 2010 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
 4.1) THE BASIC WIND SPEED, VU, SHALL BE DETERMINED IN
 ACCORDANCE WITH 1609.3.1 & ASCE 7-10
  
 4.2) AN IMPORTANCE FACTOR, FIGURE 1609 A-C, ASCE 7-10.
  
 4.3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN
 ACCORDANCE WITH 1609.4 & ASCE 7-10
  
 4.4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, *
 SHALL BE DETERMINED FROM TABLE 1609.7.2. ASCE 7-10.
  
 4.5) COMPONENTS & CLADDING PRESSURES POSITIVE &
 NEGATIVE TABLE 1609.2(2) .
  
 5) 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..
  
 6) THE SUBMITTED ROOFING APPROVAL POLYGLASS
 SELF-ADHERRED ROOF SYSTEMS OVER WOOD DECK NOA
 13-1217.01. THE SUB-SYSTEM TO BE APPLIED HAS NOT BEEN
 IDENTIFIED NOR THE MAXIMUM DESIGN PRESSURES OR
 LIMITATIONS.
  
 7) IF NEW STORM SHUTTER ARE TO BE SUBMITTED, PLEASE
 COMPLY WITH: PROVIDE STORM PANEL INFORMATION WITH
 INSTALLATION SCHEDULE AND KEY PLAN WITH SPECIFIC
 ANCHORS AND MOUNTING TO BE USED FOR ALL NON-IMPACT
 GLAZING. FBC 1609.1.2.
  
 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
  
 8) 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]
  
 DEVELOPMENT 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 E ELECTRICAL
Rev No 4 Status P Date 2015-08-12 Cont ID  
Sent By skennedy Date 2015-08-12 Time 16:50 Rev Time 0.00
Received By skennedy Date 2015-08-12 Time 16:50 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 3 Status N Date 2015-07-13 Cont ID  
Sent By   Date 2015-07-13 Time   Rev Time 0.00
Received By dhayes Date 2015-07-13 Time 13:16 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2015-07-13 Cont ID  
Sent By dhayes Date 2015-07-13 Time 16:14 Rev Time 0.00
Received By dhayes Date 2015-07-13 Time 11:27 Sent To  
Notes
2015-07-13 14:33:177/13/2015
 PROJECT: GRASSY WATERS NATURE CENTER
 PERMIT#:15030965
 CODE: 2008 EDITION OF THE NEC, 2010 EDITION OF THE FBC,
 2010 WPB AMENDMENTS TO THE FBC, CHAPTER ONE,
 ADMINISTRATION, 2012 FBC SUPPLEMENTS.
 2ND ELECTRICAL PLAN REVIEW
 ACTION: DENIED
  
 REVISE YOUR PLANS IN RESPONSE TO THE FOLLOWING REVIEW
 COMMENTS:
  
 PG. E4.1
 1) THE EXISTING ESTIMATED DEMAND LOAD INDICATED ON
 BANCH PANEL "A" DOES NOT INCLUDE ALL LOADS. A NOTE AT
 THE TOP OF THE PANEL SCHEDULE INDICATES THAT SEVERAL
 CIRCUITS WILL BE DISCONNECTED VIA CONTACTOR DURING A
 30DAY PERIOD FOR LOAD READING ALLOWED PER NEC 220.87(1)
 EX.
 THE TOTAL ESTIMATED DEMAND CURRENTLY INDICATED ON
 BRANCH PANEL "A" IS ALREADY ALMOST 100% OF THE CAPACITY
 OF THE EXISTING 150A MAIN OCPD.
  
 2) WHAT IS THE TOTAL OF THE LOADS TO BE DISCONNECTED?
  
 3) CLARIFY THE INTENT OF THE DESIGNER IF THE TOTAL
 CONNECTED DEMAND LOAD DETERMINED FROM A 30DAY READING
 PLUS THE EXISTING DISCONNECTED LOADS EXCEEDS THE
 CAPACITY OF THE EXISTING MAIN OCPD.
  
 4) WHAT IS THE CAPACITY OF THE EXISTING METER
 ENCLOSURE?
  
 5) WHAT IS THE CAPACITY OF BRANCH PANEL "A" BUSS AND
 ENCLOSRE?
  
 6) WHAT IS THE SIZE OF THE EXISTING GROUNDING ELECTRODE
 CONDUCTOR?
  
 E3.1
 7) VERIFY OR INSTALL THE REQUIRED GFI RECEPTACLE WITHIN
 SIGHT OF THE MECHANICAL EQUIPMENT ON THE ROOF. NEC
 210.63 SEE 210.8(A)(3),
  
 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
  
 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.
 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 E ELECTRICAL
Rev No 1 Status F Date 2015-04-11 Cont ID  
Sent By dhayes Date 2015-04-11 Time 11:28 Rev Time 0.00
Received By dhayes Date 2015-04-11 Time 10:15 Sent To  
Notes
2015-04-11 11:28:364/11/2015
 PROJECT: GRASSY WATERS NATUER CENTER RENNOVATION
 PERMIT#: 15030965
 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) E0.2
 REVISE THE CODE REFERANCES TO INDICATE THE USE OF THE
 2010 EDITION OF THE FLORIDA BUILDING CODE.
  
 2) E2.1
 VERIFY AND INDICATE THE EXISTANCE OF THE REQUIRED
 EMERGENCY AND EXIT LIGHTING ON THE LIGHTING PLAN IN THE
 EXISTING EXHIBIT ROOM OR PROVIDE IT. NFPA 101 SECTION
 7.10.1.5.1, AND NEC 700.16.
 VERIFY AND INDICATE RECESSED LUMINAIRES INSTALLED IN
 THE BUILDING THERMAL ENVELOPE ARE SEALED TO LIMIT AIR
 LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES.
 FBC-E 502.3.8
  
 3) E2.1
 VERIFY OR INSTALL THE REQUIRED GFI RECEPTACLE WITHIN
 SIGHT OF THE MECHANICAL EQUIPMENT. NEC 210.63 SEE
 210.8(A)(3),
 VERIFY OR INSTALL THE REQUIRED GFI RECEPTACLES FOR USE
 WITH THE EXISTING DRINKING FOUNTAINS. NEC 422.52
  
 4) E4.1
 INDICATE THE LOCATION OF THE EXISTING ELECTRICAL
 UTILITY METER. WPB AMENDMENTS TO FBC 107.3.2
 THE RISER INDICATES PANEL "A" BEING FED DIRECTLY FROM
 THE METER. VERIFY THE EXISTANCE OF THE FIRST MEANS OF
 DISCONNECT IN COMPLIANCE WITH THE NEC 230.70.
 VERIFY THE EXISTING LOAD ON THE EXISTING ELECTRICAL
 SERVICE TO DETERMINE THE AVAILABLE CAPACITY FOR THE
 ADDED LOAD OF THE NEW PANEL B AND ASSOCIATED LOADS.
 VERIFY AND INDICATE THE SIZE AND TYPE OF CONDUCTORS IN
 THE RACEWAY FEEDING EXISTING PANEL "A" NEC 215.5
  
 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 ENG ENGINEERING CSD
Rev No 1 Status N Date 2015-05-08 Cont ID  
Sent By cranford Date 2015-05-08 Time 10:32 Rev Time 0.00
Received By cranford Date 2015-05-08 Time 10:28 Sent To  
Notes
2015-05-08 10:33:37MINOR BUILDING EXPANSION.
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2015-06-11 Cont ID  
Sent By pleduc Date 2015-06-11 Time   Rev Time 0.00
Received By pleduc Date 2015-06-11 Time 12:49 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2015-03-26 Cont ID  
Sent By pleduc Date 2015-03-26 Time   Rev Time 0.00
Received By pleduc Date 2015-03-26 Time 12:29 Sent To  
Notes
2015-03-26 13:06:00THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC,
 FIRE MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 PLEASE CONSIDER THE FOLLOWING AS PROVISO:
  
 SHEET AO AS AN INCORRECT FLORIDA FIRE PREVENTION FIRE
 CODE REFERENCE. THE PROPOSED PROJECT SHALL MEET THE
 REQUIREMENTS OF THE 5TH EDITION OF FLORIDA FIRE
 PREVENTION CODE INCLUDING THE 2012 EDITION OF NFPA 1
 AND NFPA 101 AND ALL OTHER APPLICABLE CODES OR
 STANDARDS.
  
 SHEET A2.1 LIFE SAFETY PLAN. THERE SHALL BE NO STORAGE
 OF ANY MATERIAL IN THE NEWLY CREATED MECHANICAL ROOM.
 THE WALLS SURROUNDING THE ROOM ARE NOT FIRE RATED. A
 SIGN ON THE DOOR IS REQUIRED; MECHANICAL ROOM, NO
 STORAGE.
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2015-08-12 Cont ID  
Sent By skennedy Date 2015-08-12 Time 16:50 Rev Time 0.00
Received By skennedy Date 2015-08-03 Time 14:35 Sent To  
Notes
2015-08-03 14:36:08RESUB ROUTED TO DHAYES
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2015-07-13 Cont ID  
Sent By dhayes Date 2015-07-13 Time 12:07 Rev Time 0.00
Received By dhayes Date 2015-06-09 Time 17:46 Sent To  
Notes
2015-06-09 17:46:41C27
  
  
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2015-05-13 Cont ID  
Sent By hmoser Date 2015-05-13 Time 11:21 Rev Time  
Received By hmoser Date 2015-03-23 Time   Sent To  
Notes
2015-03-23 14:54:35INCOMING SENT TO C04.
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2015-06-25 Cont ID  
Sent By jwitmer Date 2015-06-25 Time 07:42 Rev Time 0.00
Received By jwitmer Date 2015-06-25 Time 07:42 Sent To  
Notes
2015-06-25 07:43:17ADDITION: CITY PROPERTY NOT REQUIRED.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2015-05-13 Cont ID  
Sent By hmoser Date 2015-05-13 Time 11:21 Rev Time 0.00
Received By hmoser Date 2015-05-13 Time 10:42 Sent To  
Notes
***NONE***
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By   Date   Time   Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status P Date 2015-04-10 Cont ID  
Sent By tklarge Date 2015-04-10 Time 07:06 Rev Time 0.00
Received By tklarge Date 2015-04-10 Time 05:58 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2015-03-31 Cont ID  
Sent By dkittred Date 2015-03-31 Time 13:07 Rev Time 0.00
Received By dkittred Date 2015-03-31 Time 10:34 Sent To  
Notes
***NONE***


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