Plan Review Details - Permit 17050227
Plan Review Stops For Permit 17050227
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2017-07-17 Cont ID  
Sent By skennedy Date 2017-07-17 Time 14:56 Rev Time 0.00
Received By skennedy Date 2017-07-17 Time 14:56 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2017-07-11 Cont ID  
Sent By rmcdouga Date 2017-07-11 Time 11:19 Rev Time 0.00
Received By rmcdouga Date 2017-07-10 Time 11:10 Sent To P
Notes
2017-07-11 10:44:27PLAN
 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 SURFACE WATER DRAINAGE PLAN THAT WAS SUBMITTED
 DOES NOT SHOW COMPLIANCE WITH FBC 401.3. SHOW HOW THE
 LOT WILL BE GRADED TO PROVIDE A MINIMUM OF 6 INCHES OF
 FALL AWAY FROM THE FOUNDATION WALLS WITHIN THE FIRST 10
 FEET. SHOW HOW THE SURFACE WATER WILL BE DIVERTED TO A
 STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF
 COLLECTION. ( PREVIOUS COMMENT.) R401.3 DRAINAGE.
 SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER
 CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT
 DOES NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO DRAIN
 SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE
 SHALL FALL A MINIMUM OF 6 INCHES (152 MM) WITHIN THE
 FIRST 10 FEET (3048 MM). EXCEPTION: WHERE LOT LINES,
 WALLS, SLOPES OR OTHER PHYSICAL BARRIERS PROHIBIT 6
 INCHES (152 MM) OF FALL WITHIN 10 FEET (3048 MM),
 DRAINS OR SWALES SHALL BE CONSTRUCTED TO ENSURE
 DRAINAGE AWAY FROM THE STRUCTURE. IMPERVIOUS SURFACES
 WITHIN 10 FEET (3048 MM) OF THE BUILDING FOUNDATION
 SHALL BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM THE
 BUILDING.
  
 2) ( PREVIOUS COMMENT.) THE ENERGY CALCULATIONS ARE
 DONE FOR WORST CASE WHICH IS USED FOR MASTERED PLANS.
 WHEN SUBMITTING THE PERMIT DOCUMENTS FOR A STRUCTURE ON
 A SPECIFIC LOT, YOU ARE REQUIRED TO USE THE ACTUAL
 ORIENTATION OF THE STRUCTURE FOR THE FORMS AND THE
 CALCULATIONS. FBC ENERGY CONSERVATION
  
 3) ( PREVIOUS COMMENT.) THERE ARE SEVERAL ERRORS ON THE
 ENERGY CALCULATIONS. THE OVERHANG SEPARATION IS NOT
 CORRECT FOR THE WINDOWS IN THE GABLE END WALLS. THE
 FRAME WALL THAT IS ADJACENT TO THE GARAGE IS NOT
 LISTED. THE ROOF COVERING IS TILE NOT COMPOSITE
 SHINGLES. PLEASE REVIEW THE PLANS AND SITE PLAN THAT
 WERE SUBMITTED AND CORRECT THE ENERGY FORMS
 ACCORDINGLY. FBC ENERGY CONSERVATION SEC. 101.5.1.1.2
  
 4) ( PREVIOUS COMMENT.) THE OWNER/AGENT IS REQUIRED TO
 SIGN AND DATE THE ENERGY FORM. FBC ENERGY CONSERVATION
 SEC. 103.1.1.2
  
 5) THE AREA CALCULATIONS FOR THE COVERED PORCHES AND
 THE GARAGE ON SHEET A-1 ARE REVERSED. PLEASE CORRECT.
 FBC 107.2.1
  
 6) A SEPARATE PERMIT IS REQUIRED FOR THE BACKFLOW
 PREVENTER. FBC 105.1
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2017-06-05 Cont ID  
Sent By rmcdouga Date 2017-06-05 Time 17:09 Rev Time 0.00
Received By rmcdouga Date 2017-06-01 Time 18:56 Sent To  
Notes
2017-06-02 17:47:14PLAN
 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) SUBMIT TWO SETS OF A SURFACE WATER DRAINAGE PLAN
 THAT SHOWS COMPLIANCE WITH FBC R401.3. SURFACE DRAINAGE
 SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER
 APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A
 HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER
 AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A
 MINIMUM OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET
 (3048 MM). EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR
 OTHER PHYSICAL BARRIERS PROHIBIT 6 INCHES (152 MM) OF
 FALL WITHIN 10 FEET (3048 MM), DRAINS OR SWALES SHALL
 BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE
 STRUCTURE. IMPERVIOUS SURFACES WITHIN 10 FEET (3048 MM)
 OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF
 2 PERCENT AWAY FROM THE BUILDING.
  
 2) SPECIFY THE REQUIRED SOIL BEARING CAPACITY FOR THE
 STRUCTURE ON THE PLANS. FBC R401.2
  
 3) THERE IS A CONFLICT WITH THE CONCRETE STRENGTH OF
 THE SLAB. ON SHEET A-3 THE SLAB IS 2500 PSI CONCRETE
 AND ON A-2 IT IS 3000 PSI CONCRETE. PLEASE CORRECT. FBC
 107.2.1
  
 4) SPECIFY THE REQUIRED DESIGN LIVE AND DEAD ROOF LOADS
 AND ATTIC LOADS ON SHEET A-3 THE PLANS. FBC TABLE
 R301.5.
  
 5) FBC-R612.7.2.1 REQUIRES WOOD BUCKS TO EXTEND BEYOND
 THE INTERIOR FACE OF THE WIDOW OR DOOR FRAME TO PROVIDE
 FULL SUPPORT. PLEASE REVISE THE BUCK DETAILS TO SHOW
 COMPLIANCE.
  
 6) PROVIDE A BUCK DETAIL FOR THE SECTIONAL GARAGE DOOR.
 FBC-R301.1
  
 7) SPECIFY THE MAXIMUM SPACING OF THE VERTICAL
 REINFORCEMENT IN THE EXTERIOR MASONRY WALLS ON THE
 FOUNDATION PLANS ON A-2. FBC-R606.12.3.2
  
 8) THE CONNECTOR SCHEDULE ON SHEET A-3 SPECIFIES (12) -
 10D FASTENERS FOR THE SIMPSON HETAL 20 FOR 1810
 LB.UPLIFT. THE SIMPSON CATALOG REQUIRES (14) - 10D X
 1-1/2" NAILS FOR 1810 LB. UPLIFT. PLEASE CORRECT. FBC
 107.2.1
  
 9) SPECIFY THE SIZE OF THE ATTIC ACCESS ON THE PLANS.
 FBC-R807
  
 10) THERE IS A DISCREPANCY WITH THE SIZE AND NUMBER OF
 THE ATTIC VENTS IN THE EAVES THAT ARE SHOWN ON THE ROOF
 FRAMING PLAN AND THE WALL SECTION ON SHEET A-3. PLEASE
 CORRECT. FBC 107.2.1
  
 11) SHOW COMPLIANCE WITH FBC-R315 FOR REQUIRED CARBON
 MONOXIDE DETECTORS.
  
 12) SHOW COMPLIANCE WITH FBC-R302.5.1 FOR THE DOOR FROM
 THE GARAGE INTO THE RESIDENCE.
  
 13) THE FLOOR PLAN AND ELEVATIONS SPECIFY SINGLE HUNG
 WINDOWS. PRODUCT APPROVALS WERE SUBMITTED FOR
 HORIZONTAL SLIDING WINDOWS WITH EGRESS WINDOW WRITTEN
 ON THEM. PLEASE REVISE PLANS OR REMOVE CONFLICTING
 PRODUCT APPROVALS. REVIEW THE SLEEPING ROOM WINDOWS TO
 MAKE SURE THAT THE CLEAR OPENINGS MEET THE EGRESS
 REQUIREMENTS OF FBC-R310.1
  
 14) FBC 107.3.4 - PROVIDE TWO SETS OF PRODUCT APPROVALS
 THAT HAVE BEEN REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD.
  
 15) THE ENERGY CALCULATIONS ARE DONE FOR WORST CASE
 WHICH IS USED FOR MASTERED PLANS. WHEN SUBMITTING THE
 PERMIT DOCUMENTS FOR A STRUCTURE ON A SPECIFIC LOT, YOU
 ARE REQUIRED TO USE THE ACTUAL ORIENTATION OF THE
 STRUCTURE FOR THE FORMS AND THE CALCULATIONS. FBC
 ENERGY CONSERVATION
  
 16) THERE ARE SEVERAL ERRORS ON THE ENERGY
 CALCULATIONS. THE OVERHANG SEPARATION IS NOT CORRECT
 FOR THE WINDOWS IN THE GABLE END WALLS. THE FRAME WALL
 THAT IS ADJACENT TO THE GARAGE IS NOT LISTED. THE ROOF
 COVERING IS TILE NOT COMPOSITE SHINGLES. PLEASE REVIEW
 THE PLANS AND SITE PLAN THAT WERE SUBMITTED AND CORRECT
 THE ENERGY FORMS ACCORDINGLY. FBC ENERGY CONSERVATION
 SEC. 101.5.1.1.2
  
 17) THE OWNER/AGENT IS REQUIRED TO SIGN AND DATE THE
 ENERGY FORM. FBC ENERGY CONSERVATION SEC. 103.1.1.2
  
 18) 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 2017-07-10 Cont ID  
Sent By jleahy Date 2017-07-10 Time 14:13 Rev Time 0.00
Received By jleahy Date 2017-07-10 Time 14:12 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2017-05-23 Cont ID  
Sent By jleahy Date 2017-05-23 Time 18:55 Rev Time 0.00
Received By jleahy Date 2017-05-23 Time 18:55 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2017-07-11 Cont ID  
Sent By gjohnson Date 2017-07-11 Time 18:23 Rev Time 0.00
Received By gjohnson Date 2017-06-26 Time 14:29 Sent To  
Notes
2017-06-27 14:29:27R16
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2017-06-05 Cont ID  
Sent By rmcdouga Date 2017-06-05 Time 17:15 Rev Time 0.00
Received By rmcdouga Date 2017-05-04 Time 14:58 Sent To  
Notes
2017-05-04 14:58:56R17
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2017-07-17 Cont ID  
Sent By skennedy Date 2017-07-17 Time 14:56 Rev Time 0.00
Received By skennedy Date 2017-07-17 Time 14:56 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2017-06-01 Cont ID  
Sent By rmcdouga Date 2017-06-01 Time 18:56 Rev Time 0.00
Received By rmcdouga Date 2017-06-01 Time 18:56 Sent To  
Notes
2017-06-01 18:56:43BEFORE 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 2 Status N Date 2017-07-10 Cont ID  
Sent By rmcdouga Date 2017-07-10 Time 18:47 Rev Time 0.00
Received By rmcdouga Date 2017-07-10 Time 11:41 Sent To  
Notes
2017-07-10 18:58:30MECHANICAL PLANS AND EQUIPMENT SIZING CALCULATIONS TO
 BE SUBMITTED UNDER A SEPARATE PERMIT. SEPARATE PERMIT,
 APPLICATION, PLANS AND REVIEW IS REQUIRED.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2017-06-02 Cont ID  
Sent By rmcdouga Date 2017-06-02 Time 08:38 Rev Time 0.00
Received By rmcdouga Date 2017-06-02 Time 07:36 Sent To  
Notes
2017-06-02 07:37:42PLAN
 REVIEW COMMENTS
  
 1ST 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) FBC - 107.3.5.3 PROVIDE TWO SETS OF A MECHANICAL
 PLAN TO SHOW EQUIPMENT AND LOCATION AND DUCT SYSTEMS
 PER FBC-R M16 & BATH EXHAUST PER FBC-R M15.
  
 2) FBC-R - M1401.3 SIZING. HEATING AND COOLING
 EQUIPMENT SHALL BE SIZED BASED ON BUILDING LOADS
 CALCULATED IN ACCORDANCE WITH ACCA MANUAL J OR OTHER
 APPROVED HEATING AND COOLING CALCULATION METHODOLOGIES.
 PROVIDE EQUIPMENT SIZING CALCULATIONS.
  
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2017-07-11 Cont ID  
Sent By gjohnson Date 2017-07-11 Time 18:23 Rev Time 0.00
Received By gjohnson Date 2017-07-11 Time 18:23 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status P Date 2017-05-09 Cont ID  
Sent By gjohnson Date 2017-05-09 Time 16:11 Rev Time 0.00
Received By gjohnson Date 2017-05-09 Time 12:00 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status P Date 2017-07-10 Cont ID  
Sent By rmcdouga Date 2017-07-10 Time 18:46 Rev Time 0.00
Received By rmcdouga Date 2017-07-10 Time 18:12 Sent To  
Notes
2017-07-10 18:46:41ROOFING PRODUCT APPROVALS
  
 1) ENTEGRA ESTATE "S" TILE - NOA NO. 16-0112.08
 2) ICP AH - 160, NOA NO. 17-0322.03
Review Stop Z ZONING
Rev No 2 Status P Date 2017-06-28 Cont ID  
Sent By njwira Date 2017-06-28 Time 16:22 Rev Time 0.00
Received By njwira Date 2017-06-28 Time 14:24 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2017-05-15 Cont ID  
Sent By njwira Date 2017-05-15 Time 08:39 Rev Time 0.00
Received By njwira Date 2017-05-12 Time 09:16 Sent To  
Notes
***NONE***


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved