Plan Review Details - Permit 16060280
Plan Review Stops For Permit 16060280
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2017-10-05 Cont ID  
Sent By rmcdouga Date 2017-10-05 Time 13:29 Rev Time 0.00
Received By rmcdouga Date 2017-10-05 Time 08:18 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2017-08-23 Cont ID  
Sent By rmcdouga Date 2017-08-23 Time 16:16 Rev Time 0.00
Received By rmcdouga Date 2017-08-18 Time 16:41 Sent To  
Notes
2017-08-18 17:14:44PLAN
 REVIEW COMMENTS
  
 3RD 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) ON SHEET A-5 THE TIE BEAM SCHEDULE SPECIFIES
 STIRRUPS AT 48" O.C. FOR THE NEW 8" X 16" CONCRETE BEAM
 SPANNING THE 13' 10" OPENING. THERE WILL ONLY BE 4
 STIRRUPS ON THE BEAM AT THIS SPACING. THERE WILL ONLY
 BE ONE STIRRUP NEAR THE COLUMNS AT THE ENDS OF THE BEAM
 WHERE THE SHEAR FORCES WOULD OCCUR. REDUCE THE SPACING
 OF THE STIRRUPS FOR THE BEAM SO THAT THERE WILL BE AN
 ADEQUATE NUMBER OF STIRRUPS NEAR THE ENDS OF THE BEAM
 OR PROVIDE STRUCTURAL CALCULATIONS TO SHOW THAT 48" OC
 SPACING IS ADEQUATE. FBC 107.2.1.3
  
 2) DETAIL 5 ON A-5 IS TITLED STEEL BUCKET DETAIL AND
 HAS BEEN REDESIGNED WITHOUT STEEL BUCKETS. PLEASE
 REVISE. FBC 107.2
  
 3) DETAIL 5 ON A-5 STATES THAT THE FOUR VERTICAL #6
 REBARS ARE TO BE CONTINUOUS TO THE FOOTING. SHOW ON THE
 PLANS HOW THEY WILL BE TIED INTO THE EXISTING FOOTING
 OR INTO NEW FOOTERS IF NEW ONES ARE TO BE INSTALLED.
 FBC 107.2.1.3
  
 4) PROVIDE A REBAR PLACEMENT DETAIL THAT SHOWS HOW THE
 COLUMN STEEL AND BEAM STEEL WILL BE LAPPED. SHOW
 WHETHER THE BEAM REBAR WILL BE TIED INTO THE EXISTING
 TIE BEAM STEEL, IF IT BE DOWELED INTO THE EXISTING TIE
 BEAM, TURNED DOWN INTO THE NEW COLUMNS OR SOME
 COMBINATION OF THESE. FBC 107.2.1.3
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2017-03-17 Cont ID  
Sent By rmcdouga Date 2017-03-17 Time 16:18 Rev Time 0.00
Received By rmcdouga Date 2017-03-09 Time 11:46 Sent To  
Notes
2017-03-16 18:10:32PLAN
 REVIEW COMMENTS
  
 2ND 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) PREVIOUS COMMENT #6) REVISE WALL SECTION 9 ON SHEET
 A-2 TO SHOW THAT THE INSULATION IS CONTINUOUS FROM THE
 WALL TO THE ROOF INSULATION WITH NO GAP, WAS NOT
 ADDRESSED. THE WALL SECTION ON A-2 STILL SHOWS THE WALL
 INSULATION STOPPING AT THE TOP OF THE BLOCK WALL. IT
 HAS TO CONTINUE ALL THE WAY UP TO THE ATTIC INSULATION
 AT THE UNDER SIDE OF THE ROOF SHEATHING FOR UNVENTED
 ATTIC APPLICATIONS. THE UNVENTED ATTIC SPACE IS
 REQUIRED TO BE COMPLETELY CONTAINED WITHIN THE BUILDING
 THERMAL ENVELOPE. THE INSULATION HAS TO BE CONTINUOUS.
 FBC-R806.5
  
 2) PREVIOUS COMMENT #7) SUBMIT THE MANUFACTURER'S
 SPECIFICATIONS AND THE EVALUATION REPORT FOR THE SPRAY
 FOAM INSULATION, WAS NOT ADDRESSED. SPRAY FOAM
 INSULATION IS SPECIFIED IN THE WALL SECTION ON A-2.
 FBCR 316
  
 3) PREVIOUS COMMENT #11)THE ROOF SHEATHING FASTENING
 NOTE ON SHEET A-5 SPECIFIES 8D COMMON NAILS AND DETAIL
 3 ON A-5 HAS 10D NAILS. FBCR 803.2.3.1 REQUIRES 8D RING
 SHANK NAILS. PLEASE COORDINATE THE INFORMATION ON THE
 PLANS. THIS WAS NOT ADDRESSED CORRECTLY. THE PLANS NEED
 TO SPECIFY RING SHANK NAILS.
  
 4) PREVIOUS COMMENT #12) PROVIDE AN ENGINEER'S ANALYSIS
 WITH CALCULATIONS OF THE CONCRETE BEAM MODIFICATIONS AT
 THE OPENING FROM THE KITCHEN TO THE ADDITION. FBC
 107.2..2.1.3 THE CALCULATIONS THAT WERE REQUESTED WERE
 NOT PROVIDED AND THE INFORMATION THAT WAS PROVIDED ON
 THE PLANS IS NOT CLEAR. WHAT IS THE SIZE OF THE
 EXISTING TIE BEAM? WHERE WILL IT BE CUT AND HOW MUCH OF
 IT IS BEING CUT OFF? WHAT WILL BE THE SIZE OF THE
 REMAINING BEAM? THE CONCRETE BEAM DATA SPECIFIES THE
 HEIGHT AS 6" AND THE WIDTH AS 12". THE STEEL
 REINFORCING BUCKET IS DESIGNED FOR AN 8" WIDE BEAM. THE
 TRIBUTARY WIDTH IS SPECIFIED AS 1 FOOT. THIS BEAM
 CARRIES THE LOAD OF THE EXISTING TRUSSES AND SHEATHING
 AND WILL ALSO CARRY THE LOAD OF THE PORTION OF THE NEW
 ADDITION ROOF THAT WILL BE BUILT OVER THE EXISTING
 ROOF. FOR THE PURPOSE OF EVALUATING THE BEAM, THE
 TRIBUTARY WIDTH WILL BE HALF THE SPAN OF THE EXISTING
 TRUSSES. SUBMIT SIGNED AND SEALED CALCULATIONS,
 DRAWINGS, DETAILS AND OTHER DOCUMENTS AS REQUIRED TO
 CLEARLY SHOW THE BEAM MODIFICATIONS AND IT'S BEARING
 CAPACITY.
  
 5) 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 2016-08-01 Cont ID  
Sent By rmcdouga Date 2016-08-01 Time 17:33 Rev Time 0.00
Received By rmcdouga Date 2016-08-01 Time 17:33 Sent To  
Notes
2016-08-01 13:41:43PLAN
 REVIEW 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) THE TYPE OF CONSTRUCTION IS SPECIFIED AS III B ON
 PLAN SHEETS CVR AND SP-1. THIS STRUCTURE DOES NOT MEET
 THE REQUIREMENTS OF TYPE III B CONSTRUCTION. TYPE III B
 CONSTRUCTION REQUIRES THE EXTERIOR WALLS INCLUDING
 GABLE END WALLS TO BE CONSTRUCTED OF NON COMBUSTIBLE
 MATERIALS AND HAVE A MINIMUM 2 HOUR FIRE RATING, AS
 WELL AS, OTHER REQUIREMENTS. THE TYPE OF CONSTRUCTION
 FOR SINGLE FAMILY HOMES LIKE THIS ONE ARE TYPICALLY V
 B. PLEASE CORRECT. SEE FBC 602.1
  
 2) THE WINDOW SAFE GUARD NOTES ON SHEETS A-0 AND A-2
 SPECIFY A DROP OF 4 FEET (48") TO THE GROUND OR
 EXTERIOR SURFACE BELOW. THE DISTANCE IS 6 FEET (72") IN
 FBCR SECTION R312.2.1 WINDOW SILLS.
 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE
 WINDOW IS LOCATED MORE THAN 72 INCHES (1829 MM) ABOVE
 THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF
 THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF
 24 INCHES (610 MM) ABOVE THE FININSHED FLOOR OF THE
 ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS
 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE
 OF A 4-INCH-DIAMETER (102 MM) SPHERE WHERE SUCH
 OPENINGS ARE LOCATED WITHIN 24 INCHES (610 MM) OF THE
 FINISHED FLOOR. PLEASE REVISE.
  
 3) THE WRONG EDITIONS OF THE STANDARDS ARE SPECIFIED IN
 THE STRUCTURAL NOTES ON SHEET A-O. THE 2014 FBCR
 REFERENCES THE 2011 EDITION. SEE FBCR CHAPTER 46. THE
 CORRECT EDITIONS ARE ACI 530-11, ACI 530.1-11, ASCE
 5-11, TMS-11, ASCE 6-11 AND TMS602-11.
  
 4) ON SHEET A-1, WINDOW NOTE #2 REFERENCES THE 2010
 FBC. PLEASE UPDATE TO THE 2014 FBC.
  
 5) NOTE #6 ON SHEET A-1 SPECIFIES THAT ALL GLAZED
 OPENINGS ARE TO RECEIVE ACCORDION SHUTTERS. PLEASE
 CLARIFY. FBC 107.2.1
  
 6) REVISE WALL SECTION 9 ON SHEET A-2 TO SHOW THAT THE
 INSULATION IS CONTINOUS FROM THE WALL TO THE ROOF
 INSULATION WITH NO GAP.
  
 7) SUBMIT THE MANUFACTURER'S SPECIFICATIONS AND THE
 EVALUATION REPORT FOR THE SPRAY FOAM INSULATION. FBCR
 316
  
 8) SHOW COMPLIANCE WITH 2014 FBC ENERGY CONSERVATION
 SECT. 101.5.1 & 103.1 BY SUBMITTING (2) SETS OF THE
 PROPER CONSTRUCTION DOCUMENTS. SEE RESIDENTIAL BUILDING
 FORMS 402 OR 405.
  
 9) WINDOW B IS NOT SPECIFIED IN THE WINDOWS SCHEDULE ON
 SHEET A-1. FBC 107.2.1
  
 10) ON SHEET A-5 THE LOAD SCHEDULE NOTE REFERENCES THE
 2012 FBC. PLEASE UPDATE TO THE 2014 FBC.
  
 11) THE ROOF SHEATHING FASTENING NOTE ON SHEET A-5
 SPECIFIES 8D COMMON NAILS AND DETAIL 3 ON A-5 HAS 10D
 NAILS. FBCR 803.2.3.1 REQUIRES 8D RING SHANK NAILS.
 PLEASE COORDINATE THE INFORMATION ON THE PLANS.
  
 12) PROVIDE AN ENGINEER'S ANALYSIS WITH CALCULATIONS OF
 THE CONCRETE BEAM MODIFICATIONS AT THE OPENING FROM THE
 KITCHEN TO THE ADDITION. FBC 107.2..2.1.3
  
 13) THERE APPEARS TO BE SOME INCONSISTANCIES IN THE
 STEEL BUCKET DETAIL (5) ON SHEET A-5. PLEASE REVIEW AND
 PROVIDE MORE DETAILS AND DIMENSIONS FOR THE HANGER. FBC
 107.2..2.1.3
  
 14) FBC 107.3.4 - PROVIDE TWO SETS OF PRODUCT APPROVALS
 FOR THOSE PRODUCTS WHICH ARE REGULATED BY DCA RULE 9N-3
 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 THE ROOF
 SHINGLES, WINDOWS/GLASS TYPES, ACCORDION SHUTTERS AND
 EXTERIOR DOORS.
  
 15) IN ADDITION TO THE PRODUCT APPROVALS FOR THE IMPACT
 PROTECTION DEVICES ( ACCORDION SHUTTERS ), SUBMIT TWO
 COPIES OF A KEY PLAN AND AN INSTALLATION SCHEDULE. FBC
 - R 301.2.1.2 SUBMIT TWO COPIES OF AN INSTALLATION
 SCHEDULE AND KEY PLAN FOR THE STORM PANELS. SPECIFY THE
 OPENING SIZE, THE WIND PRESSURES, TYPE OF ANCHOR,
 ANCHOR SPACING, EDGE DISTANCE, PANEL LENGTH, PANEL
 SPAN, SEPARATION DISTANCE FROM PANEL TO GLASS AND THE
 APPLICABLE SECTION NUMBER FROM THE INSTALLATION
 DRAWINGS. I HAVE INCLUDED A LINK TO THE CONSTRUCTION
 SERVICES DEPARTMENT SITE THAT HAS MANY OF THE RELATED
 FORMS INCLUDING THE SCHEDULE FOR INSTALLATION OF
 OPENING PROTECTIVE DEVICES.
 HTTP://WPB.ORG/DEVELOPMENT/FORMS-AND-PUBLICATIONS/
  
 16) 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 2 Status P Date 2017-02-27 Cont ID  
Sent By vperez Date 2017-02-27 Time 14:28 Rev Time 0.00
Received By vperez Date 2017-02-27 Time 15:14 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2016-07-07 Cont ID  
Sent By vperez Date 2016-07-07 Time 11:45 Rev Time 0.00
Received By vperez Date 2016-07-07 Time 11:45 Sent To  
Notes
2016-07-07 11:45:18INITIAL ELECTRICAL PLAN REVIEW
  
 APPLICABLE CODES IN EFFECT:
 FLORIDA BUILDING CODE 2014 5TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH
 EDITION
 NFPA 70- 2011 NEC
 COMMENTS:
  
 1. PLEASE UPDATE ALL CODE REFERENCES TO REFLECT ABOVE
 STATED STANDARDS.
 2. LABEL NEW RECEPTACLE AT PENINSULA TO GFCI PROTECTED
 AND PLACE A GENERAL NOTE FOR KITCHEN TO COMPLY WITH
 REQUIRED SPACING PER FBC RES E3901.2.4 E3902.6
 3. SHOW AND PROVIDE A COMPLETE ELECTRICAL LOAD
 CALCULATION, NOT PARTIAL AS SHOWN. FBC 107.3.5
 4. PLEASE FEEL FREE TO CONTACT ME SHOULD YOU HAVE ANY
 QUESTIONS REGARDING THIS PROJECT.
  
  
 VALENTINO PEREZ
 ELECTRICAL PLANS EXAMINER II
 561-805-6717
 [email protected]
  
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2017-10-05 Cont ID  
Sent By rmcdouga Date 2017-10-05 Time 13:29 Rev Time 0.00
Received By rmcdouga Date 2017-09-28 Time 11:44 Sent To  
Notes
2017-09-29 11:44:13RESUB ROUTED TO RMCDOUGAL
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2017-08-23 Cont ID  
Sent By rmcdouga Date 2017-08-23 Time 16:17 Rev Time 0.00
Received By rmcdouga Date 2017-08-10 Time 10:15 Sent To  
Notes
2017-08-11 10:15:43RESUB ROUTED TO AWOOTEN VIA ZONING INBOX
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2017-03-21 Cont ID  
Sent By rmcdouga Date 2017-03-21 Time 15:00 Rev Time 0.00
Received By rmcdouga Date 2017-02-21 Time 14:24 Sent To  
Notes
2017-02-22 14:38:32R20
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-08-04 Cont ID  
Sent By cpuell Date 2016-08-04 Time 09:02 Rev Time 0.00
Received By cpuell Date 2016-06-07 Time 16:25 Sent To  
Notes
2016-06-07 16:25:53R26
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2017-10-13 Cont ID  
Sent By rmcdouga Date 2017-10-13 Time 10:12 Rev Time 0.00
Received By rmcdouga Date 2017-10-13 Time 10:09 Sent To  
Notes
2017-10-13 10:14:32MU 2017 - 27438, PAID PER CALL TO W. SWOOPE
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2016-08-01 Cont ID  
Sent By rmcdouga Date 2016-08-01 Time 07:21 Rev Time 0.00
Received By rmcdouga Date 2016-08-01 Time 07:21 Sent To  
Notes
2016-08-01 07:26:27BEFORE 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 3 Status P Date 2017-08-18 Cont ID  
Sent By rmcdouga Date 2017-08-18 Time 18:43 Rev Time 0.00
Received By rmcdouga Date 2017-08-18 Time 18:04 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2017-03-21 Cont ID  
Sent By rmcdouga Date 2017-03-21 Time 14:51 Rev Time 0.00
Received By rmcdouga Date 2017-03-20 Time 18:40 Sent To  
Notes
2017-03-21 12:51:32PLAN
 REVIEW COMMENTS
  
 2ND REVIEW: FBC FIFTH EDITION (2014)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY MECHANICAL
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) SPECIFY THE FASTENERS THAT WILL BE USED TO ATTACH
 THE ANGLE BRACKETS THAT WILL ANCHOR THE AC CONDENSER
 THE CONCRETE PAD ON THE PLANS. FBCR-M1401.4
  
 2) SHOW THE LOCATION AND SIZES OF THE RETURNS FROM THE
 FAMILY ROOM AND THE BEDROOM IN THE PROPOSED ADDITION.
 FBCR-M 1602.4
  
 3) THE BATH EXHAUST NOTE FOR THE PROPOSED BATHROOM
 STATES THAT THE EXHAUST IS EXISTING. PLEASE CORRECT.
 FBC 107.2.1
  
 4) THE ENERGY FORM R405 CONTAINS NUMEROUS ERRORS. THE
 CITY IS WEST PALM BEACH, THE OWNER IS SIMPSON, THE
 BUILDER NAME IS THE OWNER SIMPSON, THE PERMIT OFFICE IS
 WEST PALM BEACH, THE JURISDICTION IS 604700'. THE FORM
 INDICATES THAT YOU ARE USING THE ADDITION ALONE TO SHOW
 COMPLIANCE AND NOT THE WHOLE HOUSE METHOD. BASED ON THE
 PLANS THAT WERE SUBMITTED THE CEILING TYPE IS UNVENTED
 ATTIC, THERE IS NO KITCHEN IN THE ADDITION, THERE IS
 ONLY ONE BEDROOM IN THE ADDITION, THE ATTIC IS
 UNVENTED, THE INSULATION WILL NOT BE BLOWN, THE
 ORIENTATION IS WRONG ( THE NORTH SIDE OF THE ADDITION
 ATTACHES TO THE EXISTING STRUCTURE AND THE SOUTH WALL
 HAS 3 WINDOWS), THE OVERHANG IS ONE FOOT NOT TWO FEET
 THE DOORS OF THE ADDITION ARE FRENCH DOORS WITH GLASS
 AREAS THAT ARE MORE THAN ONE-THIRD OF THE DOOR AREAS
 AND SHOULD BE INCLUDED IN THE GLAZING CALCULATIONS.
 PLEASE CORRECT. FBC ENERGY CONSERVATION R101.5.1.1.2
  
 5) THE LOAD CALCULATIONS ALSO HAS ERRORS. THE REFERENCE
 CITY IS INCORRECTLY LISTED AS E. FORT LAUDERDALE RATHER
 THAN WEST PALM BEACH. FBC 107.2.1
  
 6) THE OWNER/AGENT IS REQUIRED TO SIGN AND DATE THE
 ENERGY FORMS. FBC ENERGY CONSERVATION R103.1.1.2
  
 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 M MECHANICAL (A/C)
Rev No 1 Status F Date 2016-08-03 Cont ID  
Sent By jvalido Date 2016-08-03 Time 18:03 Rev Time 0.00
Received By jvalido Date 2016-08-03 Time 17:31 Sent To  
Notes
2016-08-03 17:33:40 
 CITY OF WEST PALM BEACH LOCAL AMENDMENTS TO THE FLORIDA
 BUILDING CODE (FBC) 2010 CHAPTER 1 ADMINISTRATION
  
 107.1 GENERAL ? 107.2 CONSTRUCTION DOCUMENTS ? 107.2.1
 INFORMATION ON CONSTRUCTION DOCUMENTS
  
 (1) PROVIDE CONDENSER TIE DOWN DETAIL AS PER FBC 2014
  
 109.3 BUILDING PERMIT VALUATIONS. IF, IN THE OPINION OF
 THE BUILDING OFFICIAL, THE CLAIMED VALUATION OF
 BUILDING, ALTERATION, STRUCTURE, ELECTRICAL, GAS,
 MECHANICAL OR PLUMBING SYSTEMS APPEARS TO BE
 UNDERESTIMATED ON THE APPLICATION, THE PERMIT SHALL BE
 DENIED, UNLESS THE APPLICANT CAN SHOW
 DETAILED, QUANTITY ESTIMATES, AND/OR BONA FIDE SIGNED
 CONTRACTS (EXCLUDING LAND VALUE) TO MEET THE
 APPROVAL OF THE BUILDING OFFICIAL. FOR PERMITTING
 PURPOSES, VALUATION OF BUILDINGS AND SYSTEMS SHALL
 BE TOTAL REPLACEMENT VALUE TO INCLUDE STRUCTURAL,
 ELECTRIC, PLUMBING, MECHANICAL, INTERIOR FINISH,
 RELATIVE SITE WORK, ARCHITECTURAL AND DESIGN FEES,
 MARKETING COSTS, OVERHEAD AND PROFIT; EXCLUDING
 ONLY LAND VALUE. VALUATION REFERENCES MAY INCLUDE THE
 LATEST PUBLISHED DATA OF NATIONAL CONSTRUCTION
 COST ANALYSIS SERVICES (MARSHALL-SWIFT, MEANS, ETC.),
 AS PUBLISHED BY INTERNATIONAL CODE CONGRESS.
 FINAL BUILDING PERMIT VALUATION SHALL BE SET BY THE
 BUILDING OFFICIAL.
  
 (2) PROVIDE ACCURATE VALUATION FOR THE ENTIRE SCOPE OF
 WORK NEEDED TO COMPLETE ALL WORK.
  
 FLORIDA ENERGY CODE FBC 2014
  
 R405.4 DOCUMENTATION.
 DOCUMENTATION OF THE SOFTWARE USED FOR THE PERFORMANCE
 DESIGN AND THE PARAMETERS FOR THE BUILDING SHALL BE IN
 ACCORDANCE WITH SECTIONS R405.4.1 THROUGH R405.4.3.
  
 (3) PROVIDE HEAT LOAD CALCULATIONS - MANUAL D & J.
 (4) PROVIDE ENERGY CALCULATIONS FORM R405-2014
 (5) PROVIDE AHRI
  
 JORGE VALIDO
 WPB MECHANICAL INSPECTOR/PLANS EXAMINER
 [email protected]
 561-805-6716
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2017-03-13 Cont ID  
Sent By gjohnson Date 2017-03-13 Time 14:01 Rev Time 0.00
Received By gjohnson Date 2017-03-13 Time 13:41 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2016-06-23 Cont ID  
Sent By gjohnson Date 2016-06-23 Time 08:38 Rev Time 0.00
Received By gjohnson Date 2016-06-21 Time 17:20 Sent To  
Notes
2016-06-21 17:49:251ST REVIEW
  
  
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER LL
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES
 BUILDING DIVISION
 561-805-6711
 [email protected]
  
  
 PLUMBING COMMENTS:
  
 1. SHT. EP-1 PLUMBING NOTE #1 CURRENT CODE IS THE FBC
 5TH ADDITION 2014
  
 2.SHOW LOCATION OF WATER HEATER AND DISTANCE FROM NEW
 BATHROOM. PER WPB AMEND. TO FBC SEC.107.2.1
  
 3. THE SHOWER SHOULD BE TIED INTO WETVENT DOWN STREAM
 OF LAVATORY'S TO PREVENT AIR IN THE SHOWER DRAIN PIPE
 FROM BEING CUT OFF. PER FBC RES. SEC. P3101.2
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status P Date 2017-03-09 Cont ID  
Sent By rmcdouga Date 2017-03-09 Time 11:49 Rev Time 0.00
Received By rmcdouga Date 2017-03-09 Time 11:46 Sent To  
Notes
2017-03-09 11:53:11GAF ASPHALT SHINGLES NOA NO. 14-1022.20
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2016-08-01 Cont ID  
Sent By rmcdouga Date 2016-08-01 Time 13:05 Rev Time 0.00
Received By rmcdouga Date 2016-08-01 Time 13:05 Sent To  
Notes
2016-08-01 13:05:40NO ROOFING PRODUCT APPROVALS WERE SUBMITTED.
Review Stop Z ZONING
Rev No 2 Status P Date 2017-08-14 Cont ID  
Sent By awooten Date 2017-08-14 Time 14:41 Rev Time 0.00
Received By awooten Date 2017-08-14 Time   Sent To B
Notes
2017-08-11 15:26:31ROUTED TO ALANA WOOTEN
Review Stop Z ZONING
Rev No 1 Status P Date 2016-06-16 Cont ID  
Sent By awooten Date 2016-06-16 Time 16:13 Rev Time 0.00
Received By awooten Date 2016-06-16 Time 16:13 Sent To  
Notes
***NONE***


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