Plan Review Details - Permit 17081337
Plan Review Stops For Permit 17081337
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2018-01-29 Cont ID  
Sent By rmcdouga Date 2018-01-29 Time 18:35 Rev Time 0.00
Received By rmcdouga Date 2018-01-26 Time 19:00 Sent To I
Notes
2018-01-29 18:44:03APPROVED WITH EXCEPTIONS
  
 1) THE RAS117 CALCULATIONS THAT WERE SUBMITTED ARE
 INCORRECT. SUBMIT TWO SETS OF CORRECTED RAS 117
 CALCULATIONS FOR REVIEW PRIOR TO INSTALLATION OF
 ROOFING.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2018-01-05 Cont ID  
Sent By rmcdouga Date 2018-01-05 Time 17:20 Rev Time 0.00
Received By rmcdouga Date 2018-01-04 Time 18:06 Sent To  
Notes
2018-01-05 17:20:27REVIEW COMMENTS
  
 1ST REVIEW: FBC FIFTH EDITION (2014)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) THIS STRUCTURE IS LOCATED IN A SPECIAL FLOOD HAZARD
 AREA (SFHA). THE BASE FLOOD ELEVATION (BFE) IS 7' NGVD
 '29. THE PERMIT APPLICATION DATE IS AUGUST 29, 2017.
 THE CITY OF WEST PALM BEACH FLOOD ORDINANCE THAT WAS IN
 EFFECT AT THAT TIME HAS A 1 FOOT FREEBOARD THAT
 REQUIRES THE FINISH FLOOR AND EQUIPMENT TO BE A MINIMUM
 OF ONE FOOT (1') ABOVE THE BFE. THE PLANS SPECIFY A
 FINISH FLOOR ELEVATION OF 8' NGVD WHICH COMPLIES WITH
 THE FLOOD ORDINANCE IN EFFECT AT THE TIME OF
 APPLICATION. NOTE: ELEVATION CERTIFICATES WILL BE
 REQUIRED TO BE SUBMITTED DURING AND AFTER CONSTRUCTION.
  
 2) WALL SECTIONS B AND C ON SHEET A.07 DO NOT MATCH THE
 STRUCTURAL PLANS FOR THE LOGGIA COLUMNS AND BEAMS. THE
 ARCHITECTURAL PLANS SHOW WOOD WRAPPED METAL COLUMNS AND
 PSL WOOD BEAMS. THE STRUCTURAL DRAWINGS HAVE REINFORCED
 MASONRY COLUMNS AND CONCRETE BEAMS. PLEASE COORDINATE
 THE DRAWINGS. FBC107.2.1
  
 3) FBC 107.3.4 - PROVIDE TWO SETS OF PRODUCT APPROVALS
 FOR THOSE PRODUCTS WHICH ARE REGULATED BY FAC
 61G20-3.001 PER FLORIDA STATUTE 553.842 (5) THAT HAVE
 BEEN REVIEWED AND APPROVED IN WRITING BY THE DESIGNER
 OF RECORD. ALL OF THE PRODUCT APPROVALS THAT WERE
 SUBMITTED ARE REQUIRED TO BE REVIEWED AND APPROVED IN
 WRITING BY THE DESIGNER OF RECORD. ALL OF THE NOA OR FL
 NUMBERS CAN BE LISTED ON THE PLANS OR ON THE DESIGNER'S
 LETTERHEAD AND SIGNED AND SEALED.
  
 4) THE SLIDING GLASS DOOR PRODUCT APPROVAL (NOA
 NO.17-0420.14) IS ONLY RATED FOR SMALL MISSILE IMPACT.
 ALL GLAZED OPENINGS ARE REQUIRED TO HAVE LARGE MISSILE
 IMPACT PROTECTION PER FBC-R301.2.1.2. SUBMIT TWO SETS
 OF PRODUCT APPROVALS FOR SLIDING GLASS DOORS WITH A
 LARGE MISSILE IMPACT RATING OR PRODUCT APPROVALS FOR
 LARGE MISSILE IMPACT PROTECTION RATED STORM PANELS
 ALONG WITH A KEY PLAN AND INSTALLATION SCHEDULE.
  
 5) THE MODIFIED BITUMEN ROOF SYSTEM THAT WAS SUBMITTED
 (FL5680-R15) HAS A MAXIMUM DESIGN PRESSURE OF -60 PSF.
 THIS IS NOT ADEQUATE FOR THE PERIMETER AND CORNER AREAS
 OF THIS STRUCTURE. THIS STRUCTURE IS LOCATED IN
 EXPOSURE "D" WITH A 170 MPH VULT WINDSPEED, HAS A 5/12
 ROOF SLOPE AND HAS A MEAN ROOF HEIGHT OF 26'-9". SUBMIT
 TWO SETS OF SIGNED AND SEALED ENHANCED FASTENING
 CALCULATIONS FOR THE BASE SHEET. FBC-R 301.2.1 THE RAS
 117 CALCULATIONS THAT WERE SUBMITTED ARE NOT
 ACCEPTABLE. 1) THE CALCULATIONS ARE NOT SIGNED AND
 SEALED. 2) THE PAGE NUMBER ON THE CALCULATIONS DOES NOT
 MATCH THE PAGE FROM THE PRODUCT APPROVAL THAT WAS
 MARKED AND SUBMITTED. 3) THE FASTENER SPACING SPECIFIED
 ON THE RAS CALCULATIONS FOR THE CORNERS IS LESS THAN 4"
 O.C., FBC TEST PROTOCOLS FOR RAS 117 SECTION 8.1 STATES
 THAT THE MINIMUM FASTENER SEPARATION SHALL NOT BE LESS
 THAN 4" O.C.
  
 6) SUBMIT A COPY OF THE PAID PBC IMPACT FEE RECEIPT.
 SEE IMPACT FEE REVIEW STOP.
  
 7) IN ORDER TO REDUCE PLAN REVIEW TIME, PLEASE SUBMIT A
 RESPONSE LETTER INDICATING HOW EACH OF THE REVIEW
 COMMENTS HAS BEEN ADDRESSED.
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2017-10-13 Cont ID  
Sent By rmcdouga Date 2017-10-13 Time 15:22 Rev Time 0.00
Received By rmcdouga Date 2017-10-10 Time 18:41 Sent To  
Notes
2017-10-12 16:08:36REVIEW COMMENTS
  
 1ST REVIEW: FBC FIFTH EDITION (2014)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) THIS STRUCTURE IS LOCATED IN A SPECIAL FLOOD HAZARD
 AREA (SFHA). THE BASE FLOOD ELEVATION (BFE) IS 7' NGVD
 '29. THE PERMIT APPLICATION DATE IS AUGUST 29, 2017.
 THE CITY OF WEST PALM BEACH FLOOD ORDINANCE THAT WAS IN
 EFFECT AT THAT TIME HAS A 1 FOOT FREEBOARD THAT
 REQUIRES THE FINISH FLOOR AND EQUIPMENT TO BE A MINIMUM
 OF ONE FOOT (1') ABOVE THE BFE. THE PLANS SPECIFY A
 FINISH FLOOR ELEVATION OF 8' NGVD WHICH COMPLIES WITH
 THE FLOOD ORDINANCE IN EFFECT AT THE TIME OF
 APPLICATION. NOTE: ELEVATION CERTIFICATES WILL BE
 REQUIRED TO BE SUBMITTED DURING CONSTRUCTION.
  
 2) ON SHEET A.05 THE EAST AND WEST ELEVATIONS SHOW THE
 FINISH FLOOR AT - 3'-0" / NGVD 5'-0". THE FINISH FLOOR
 IS REQUIRED TO BE A MINIMUM OF 8'-0" NGVD. I BELIEVE
 THIS SHOULD BE THE FINISH GRADE RATHER THAN THE FINISH
 FLOOR. PLEASE REVIEW AND CORRECT. FBC 107.2.1
  
 3) THE PLANS SPECIFY CLOSED CELL SPRAY INSULATION AND
 THE PRODUCT EVALUATIONS THAT WERE SUBMITTED ARE FOR
 OPEN CELL SPRAY FOAM INSULATION. NOTE: CLOSED CELL
 INSULATION DOES NOT ALLOW WATER VAPOR TO PASS THROUGH
 IT. IT IS TYPICALLY NOT USED FOR UN-VENTED ATTIC
 INSULATION IN FLORIDA. IF THERE IS A ROOF LEAK THE
 WATER IS TRAPPED BETWEEN THE FOAM AND THE ROOFING
 MATERIAL. PLEASE CLARIFY. FBC 107.2.1
  
 4) THE FOOT PRINT OF THE STRUCTURE ON THE SURVEY THAT
 WAS SUBMITTED DOES NOT MATCH THE SITE PLAN ON SHEET
 A.02. PLEASE CLARIFY. FBC 107.2.1
  
 5) THE SOIL REPORT FROM GFA RECOMMENDS CLOSED END PIN
 PILES OR HELICAL PIERS DUE TO THE LOOSE SOILS AT THE
 SITE. SUBMIT SIGNED AND SEALED PILE PLACEMENT PLANS
 WITH BEARING CALCULATIONS FROM A FLORIDA LICENSED P.E.
 FBC R401.2
  
 6) WALL SECTIONS B AND C ON SHEET A.07 AND WALL
 SECTIONS A AND B ON A.08 DO NOT MATCH THE STRUCTURAL
 PLANS FOR THE LOGGIA COLUMNS AND BEAMS. THE
 ARCHITECTURAL PLANS SHOW WOOD WRAPPED METAL COLUMNS AND
 PSL WOOD BEAMS. THE STRUCTURAL DRAWINGS HAVE REINFORCED
 MASONRY COLUMNS AND CONCRETE BEAMS. PLEASE COORDINATE
 THE DRAWINGS. FBC107.2.1
  
 7) ON SHEET S.04 SPECIFY THE ANCHORS THAT WILL BE USED
 ON EACH END OF THE GIRDER AT THE LOGGIA NEAR THE FRONT
 DOOR. FBC- R301.1
  
 8) FBC 107.3.4 - PROVIDE TWO SETS OF PRODUCT APPROVALS
 FOR THOSE PRODUCTS WHICH ARE REGULATED BY FAC
 61G20-3.001 PER FLORIDA STATUTE 553.842 (5) THAT HAVE
 BEEN REVIEWED AND APPROVED IN WRITING BY THE DESIGNER
 OF RECORD. PROVIDE TWO COMPLETE PRODUCT APPROVALS WITH
 FL OR NOA NUMBERS INCLUDING INSTALLATION INSTRUCTIONS
 AND MAXIMUM DESIGN PRESSURES FOR EACH OF THE DIFFERENT
 ROOFING MATERIALS, WINDOW/GLASS TYPES, STRUCTURAL
 MULLIONS AND EXTERIOR DOOR TYPES.
  
 9) BOTH OF THE SLIDING GLASS DOOR PRODUCT APPROVALS
 (NOA NO.12-0516.04, NOA NO. 15-0903.09) EXPIRED ON
 8/2/2017, PRIOR TO THE DATE OF PERMIT APPLICATION.
 SUBMIT TWO SETS OF CURRENT PRODUCT APPROVALS FOR THE
 SLIDING GLASS DOORS. FAC 61G20-3
  
 10) THE MODIFIED BITUMEN ROOF SYSTEM THAT WAS SUBMITTED
 (FL5680-R15) HAS A MAXIMUM DESIGN PRESSURE OF -60 PSF.
 THIS IS NOT ADEQUATE FOR THE PERIMETER AND CORNER AREAS
 OF THIS STRUCTURE. THIS STRUCTURE IS LOCATED IN
 EXPOSURE "D" WITH A 170 MPH VULT WINDSPEED, HAS A 5/12
 ROOF SLOPE AND HAS A MEAN ROOF HEIGHT OF 26'-9". SUBMIT
 TWO SETS OF SIGNED AND SEALED ENHANCED FASTENING
 CALCULATIONS FOR THE BASE SHEET. FBC-R 301.2.1
  
 11) ITEM #5 ON THE ENERGY EFFICIENCY FORM R405-2014
 INDICATES THAT THE CALCULATIONS ARE FOR WORST CASE. THE
 2014 FBC ENERGY CONSERVATION SECTION R405.4.2 ALLOWS
 WORST CASE TO BE USED WHEN THE SAME MODEL OF A BUILDING
 IS BEING BUILT ON MULTIPLE LOTS WITH DIFFERENT
 ORIENTATIONS. SINCE THIS IS NOT A MODEL HOME, THE FORM
 HAS TO USE THE ORIENTATION THAT IS SPECIFIC TO THIS
 HOUSE.
  
 12) IN ORDER TO REDUCE PLAN REVIEW TIME, PLEASE SUBMIT
 A RESPONSE LETTER INDICATING HOW EACH OF THE REVIEW
 COMMENTS HAS BEEN ADDRESSED.
  
  
  
Review Stop E ELECTRICAL
Rev No 1 Status P Date   Cont ID  
Sent By   Date 2017-09-19 Time   Rev Time 0.00
Received By fgiaquin Date 2017-09-18 Time 08:27 Sent To  
Notes
2017-09-19 08:27:03PASSED WITH PROVISO:
  
 RECEPTACLE SPACING 210.52 NEC
  
 SERVICE RECEPTACLE NEEDED IN ATTIC FOR AHU 210.63 NEC
  
 NEED BONDING BRIDGE AT SERVICE 250.94 NEC
  
 BOND GAS LINE & COLD WATER PIPE 250.104 NEC
  
 COULD NOT FIND LOCATION OF SERVICE OUTSIDE OR M.L.O.
 PANELS INSIDE ON PLAN. PROVIDE AS-BUILT SHOWING
 LOCATIONS OF SERVICE OUTSIDE AND 2, M.L.O. INTERIOR
 PANELS TO ELECTRICAL INSPECTOR ON-SITE FOR FINAL.
 INTERIOR PANELS CANNOT BE LOCATED IN BATHROOMS OR
 CLOSETS. 240.24 (D) & (E).
  
 CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2014 5TH EDITION
 FBC CE = FLORIDA BUILDING CODE ENERGY CONSERVATION 2014
 5TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2014 5TH EDITION,
 PART VIII ELECTRICAL
 NEC = NFPA 70 2011 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
  
 FRANK GIAQUINTO
 ELECTRICAL INSPECTOR
 ELECTRICAL PLANS EXAMINER
 CITY OF WPB
 DEVELOPMENT SERVICES DEPT.
 CELL 561-657-1653
 [email protected]
Review Stop HIST HISTORICAL
Rev No 2 Status P Date 2017-12-22 Cont ID  
Sent By fmittner Date 2017-12-22 Time 15:45 Rev Time 0.00
Received By fmittner Date 2017-12-22 Time 15:45 Sent To  
Notes
***NONE***
Review Stop HIST HISTORICAL
Rev No 1 Status P Date 2017-09-06 Cont ID  
Sent By fmittner Date 2017-09-06 Time 13:47 Rev Time 0.00
Received By fmittner Date 2017-09-06 Time 13:47 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date   Cont ID  
Sent By   Date 2018-02-15 Time   Rev Time 0.00
Received By lmarchan Date 2018-02-01 Time 12:55 Sent To  
Notes
2018-02-02 12:55:28RESUB ROUTED TO CCOLE
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2018-01-29 Cont ID  
Sent By rmcdouga Date 2018-01-29 Time 18:35 Rev Time 0.00
Received By rmcdouga Date 2018-01-11 Time 18:36 Sent To  
Notes
2018-01-16 15:45:06RESUB ROUTED TO CCOLE
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2018-01-05 Cont ID  
Sent By rmcdouga Date 2018-01-05 Time 17:20 Rev Time 0.00
Received By rmcdouga Date 2017-12-14 Time 15:37 Sent To I
Notes
2017-12-19 15:37:59R37
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2017-10-13 Cont ID  
Sent By rmcdouga Date 2017-10-13 Time 15:23 Rev Time 0.00
Received By rmcdouga Date 2017-08-29 Time 14:05 Sent To  
Notes
2017-08-30 14:05:22R29
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2018-01-29 Cont ID  
Sent By rmcdouga Date 2018-01-29 Time 16:58 Rev Time 0.00
Received By rmcdouga Date 2018-01-29 Time 16:37 Sent To  
Notes
2018-01-29 17:14:26MU-2016-15654, PAID $137.85
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2017-10-10 Cont ID  
Sent By rmcdouga Date 2017-10-10 Time 14:40 Rev Time 0.00
Received By rmcdouga Date 2017-10-10 Time 14:40 Sent To  
Notes
2017-10-10 14:40:51BEFORE A PERMIT TO CONSTRUCT CAN BE ISSUED, IMPACT FEES
 MUST BE PAID TO PALM BEACH COUNTY. UPON APPROVAL, ONE
 SET OF PLANS SHALL BE SIGNED OUT AND SUBMITTED TO PALM
 BEACH COUNTY FOR AN IMPACT FEE REVIEW. THE PLANS WITH
 THE IMPACT FEE STAMP AND A COPY OF THE PAID RECEIPT
 MUST BE RETURNED TO THE CITY BUILDING DEPARTMENT BEFORE
 THE BUILDING PERMIT CAN BE ISSUED. FOR INFORMATION CALL
 PALM BEACH COUNTY IMPACT FEES AT (561) 233-5025.
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2018-02-15 Cont ID  
Sent By ccole Date 2018-02-15 Time 17:27 Rev Time 0.00
Received By ccole Date 2018-02-15 Time 16:57 Sent To I
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2018-01-24 Cont ID  
Sent By ccole Date 2018-01-24 Time 14:33 Rev Time 0.00
Received By ccole Date 2018-01-24 Time 13:29 Sent To B
Notes
2018-01-24 15:15:503RD REVIEW FBC-2014 RESIDENTIAL MECHANICAL
 PERMIT #17081337
 1/24/18
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) NEW MECHANICAL PLANS HAVE BEEN SUBMITTED HOWEVER NO
 REVISED ENERGY OR AC LOAD CALCULATIONS HAVE BEEN
 SUBMITTED. OF THE TWO PREVIOUS SETS THAT WERE
 SUBMITTED, ONE SET IS ON AN OUTDATED 2010 ENERGYGAUGE
 FORM, AND THE SECOND SET HAS BEEN VOIDED OUT. PLEASE
 SUBMIT REVISED CALCULATIONS.
  
 2) SHEET M.1: THE MAIN PLANS FOR THE PROJECT SHOW THE
 AC CLOSET DOOR 5D IS A SOLID CORE WOOD DOOR, HOWEVER
 THE AC PLANS INDICATE AIR WILL BE RETURNED THROUGH THE
 DOORS- PLEASE CORRECT.
  
 3) M.1: PROVIDE A EXHAUST VENTILATION PLAN FOR THE
 KITCHEN- SEE TABLE M1507.4 FOR EXHAUST RATES- 100 CFM
 INTERMITTENT OR 25 CFM CONTINUOUS. PLEASE NOTE THAT
 RANGE HOODS SHALL COMPLY WITH SECTIONS M1503.
  
 4) M.1: THE AC PLAN SHOWS NO AIR PROVIDED TO THE HALL
 AND FOYER. SEE COMMENT #1 ABOVE AND PROVIDE AC
 CALCUATIONS INCLUDING THE MANUAL J WORKSHEET.
  
 5) M.1: PROVIDE STRUCTURAL DETAILS FOR INSTALLATION OF
 THE CONDENSER PADS AND MOUNTING THE CONDENSERS TO THE
 PADS.
  
 6) M.1 & M.2: PROVIDE CONDENSATE DISPOSAL PLANS-
 SECTION M1411.3.
  
 7) M.2: PROVIDE A DRYER EXHAUST PLAN- SEE SECTION
 M1502.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE
 PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND
 KEEP THEM WITH THE SUBMITTALS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2018-01-02 Cont ID  
Sent By ccole Date 2018-01-02 Time 08:56 Rev Time 0.00
Received By ccole Date 2018-01-02 Time 08:50 Sent To  
Notes
2018-01-02 08:59:592ND REVIEW FBC-2014 MECHANICAL
 PERMIT #17081337
 1/2/18
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) AS PREVIOUSLY REQUESTED PLEASE PROVIDE MECHANIOCAL
 PLANS.
  
 2) TWO SETS OF ENERGY AND AC CALCULATIONS HAVE BEEN
 SUBMITTED BY TWO DIFFERENT DESIGNERS, CHOOSE WHICH SET
 IS TO BE REVIEWED AND REMOVE THE OTHER SETS FROM THE
 PERMIT FILE. PLEASE NOTE THAT THE CALCULATIONS PREPARED
 BY KAREN OLIVER WERE SUBMITTED ON THE OUTDATE 2010 CODE
 COMPLIANCE FORM.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE
 PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND
 KEEP THEM WITH THE SUBMITTALS
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2017-10-03 Cont ID  
Sent By ccole Date 2017-10-03 Time 15:08 Rev Time 0.00
Received By ccole Date 2017-10-03 Time 15:08 Sent To  
Notes
2017-10-03 15:13:561ST REVIEW FBC-2014 RESIDENTIAL MECHANICAL
 PERMIT #17081337
 10/3/2017
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) NO MECHANICAL PLANS WERE SUBMITTED FOR REVIEW.
 PLEASE PROVIDE PLANS PER SECTION 107.1 WPB AMENDMENTS
 TO THE FBC.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
  
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
2020-12-15 11:23:37THIS STRUCTURE IS LOCATED IN A SPECIAL FLOOD HAZARD
 AREA (SFHA). THE BASE FLOOD ELEVATION (BFE) IS 7' NGVD
 '29. THE PERMIT APPLICATION DATE IS AUGUST 29, 2017.
 THE CITY OF WEST PALM BEACH FLOOD ORDINANCE THAT WAS IN
 EFFECT AT THAT TIME HAS A 1 FOOT FREEBOARD THAT
 REQUIRES THE FINISH FLOOR AND EQUIPMENT TO BE A MINIMUM
 OF ONE FOOT (1') ABOVE THE BFE. THE PLANS SPECIFY A
 FINISH FLOOR ELEVATION OF 8' NGVD WHICH COMPLIES WITH
 THE FLOOD ORDINANCE IN EFFECT AT THE TIME OF
 APPLICATION. NOTE: ELEVATION CERTIFICATES WILL BE
 REQUIRED TO BE SUBMITTED DURING AND AFTER CONSTRUCTION.
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2018-01-04 Cont ID  
Sent By thunt Date 2018-01-04 Time 15:17 Rev Time 0.00
Received By thunt Date 2018-01-04 Time 15:17 Sent To B1
Notes
2018-01-04 15:18:53PROVISO APPROVAL BY TKL ON 11/6/17
  
 UPDATE ISOMETRIC DRAWING BEFORE 1ST INSPECTION
Review Stop P PLUMBING
Rev No 1 Status F Date 2017-10-04 Cont ID  
Sent By thunt Date 2017-10-04 Time 14:27 Rev Time 0.00
Received By thunt Date 2017-10-02 Time 15:40 Sent To  
Notes
2017-10-04 14:28:5810/4/17 PLUMBING 1ST REVIEW**DENIED**
  
  
 PLUMBING ISOMETRIC MISIING 2 BATHROOM ON THE 2ND FLOOR
 FBC 107.2.1
  
 TIM HUNT
 PLUMBING INSPECTOR / PLUMBING PLAN REVIEWER
 CITY OF WEST PALM BEACH DEVELOPMENT SERVICES DEPARTMENT
 BUILDING DIVISION
 561-805-6695
 [email protected]
  
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status N Date 2017-10-12 Cont ID  
Sent By rmcdouga Date 2017-10-12 Time 16:08 Rev Time 0.00
Received By rmcdouga Date 2017-10-12 Time 16:08 Sent To  
Notes
2017-10-12 16:12:22- FL5680-R15, GAF MODIFIED BITUMEN ROOFING
 - FL6332-R5, 3M ROOF TILE ADHESIVE
 - FL7804-R8, ENTEGRA ROOF TILE
Review Stop Z ZONING
Rev No 2 Status P Date 2017-12-22 Cont ID  
Sent By fmittner Date 2017-12-22 Time 15:45 Rev Time 0.00
Received By fmittner Date 2017-12-22 Time 15:45 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2017-09-06 Cont ID  
Sent By fmittner Date 2017-09-06 Time 13:47 Rev Time 0.00
Received By fmittner Date 2017-09-06 Time 13:47 Sent To  
Notes
***NONE***


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