Plan Review Details - Permit 14100327
Plan Review Stops For Permit 14100327
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2015-01-16 Cont ID  
Sent By rmcdouga Date 2015-01-16 Time 06:46 Rev Time 0.00
Received By rmcdouga Date 2015-01-15 Time 16:32 Sent To  
Notes
2015-01-16 06:47:37REVISION REQUIRED
  
 SUBMIT RAS 117 CALCULATIONS FOR THE ROOFING MATERIAL.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2014-12-09 Cont ID  
Sent By rmcdouga Date 2014-12-09 Time 18:09 Rev Time 0.00
Received By rmcdouga Date 2014-12-09 Time 15:46 Sent To  
Notes
2014-12-09 17:44:48PLAN REVIEW COMMENTS
  
 2ND REVIEW: FBC 2010
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) R318.6 PROTECTION AGAINST DECAY AND TERMITES.
 CONDENSATE LINES, IRRIGATION/SPRINKLER SYSTEM RISERS
 FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT
 LEAST 1 FOOT (305 MM) AWAY FROM THE STRUCTURE SIDEWALL,
 WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS OR
 SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON
 ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 MM)
 HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON
 A ROOF ABOVE ANOTHER ROOF. THE ROOF SCUPPERS ARE
 REQUIRED TO DISCHARGE INTO COLLECTORS WITH DOWN SPOUTS
 THAT DISCHARGE AT LEAST ONE FOOT AWAY FROM THE
 STRUCTURE SIDEWALL.
  
 2) FBC R903.4 ROOF DRAINAGE. UNLESS ROOFS ARE SLOPED TO
 DRAIN OVER ROOF EDGES, ROOF DRAINS SHALL BE INSTALLED
 AT EACH LOW POINT OF THE ROOF. WHERE REQUIRED FOR ROOF
 DRAINAGE, SCUPPERS SHALL BE PLACED LEVEL WITH THE ROOF
 SURFACE IN A WALL OR PARAPET. THE SCUPPER SHALL BE
 LOCATED AS DETERMINED BY THE ROOF SLOPE AND
 CONTRIBUTING ROOF AREA.
 FBC R903.4.1 WHEN OTHER MEANS OF DRAINAGE OF OVERFLOW
 WATER IS NOT PROVIDED, OVERFLOW SCUPPERS SHALL BE
 PLACED IN WALLS OR PARAPETS NOT LESS THAN 2 INCHES (51
 MM) NOR MORE THAN 4 INCHES (102 MM) ABOVE THE FINISHED
 ROOF COVERING AND SHALL BE LOCATED AS CLOSE AS
 PRACTICAL TO REQUIRED VERTICAL LEADERS OR DOWNSPOUTS OR
 WALL AND PARAPET SCUPPERS. AN OVERFLOW SCUPPER SHALL BE
 SIZED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,
 PLUMBING. PROVIDE SCUPPER SIZING CALCULATIONS THAT
 INCLUDE THE AREAS OF THE ADJOINING SLOPED ROOFS THAT
 WILL DRAIN ONTO THE FLAT ROOF. SPECIFY THE SIZE AND
 LOCATION OF THE REQUIRED OVERFLOW SCUPPERS. FBC
 107.2.1.3
  
 3) SPECIFY THE SLOPE OF THE EXISTING ROOF ON THE PLANS.
 FBC R905.9.1 SLOPE. BUILT-UP ROOFS SHALL HAVE A DESIGN
 SLOPE OF A MINIMUM OF ONE-FOURTH UNIT VERTICAL IN 12
 UNITS HORIZONTAL (2-PERCENT SLOPE) FOR DRAINAGE, EXCEPT
 FOR COAL-TAR BUILT-UP ROOFS, WHICH SHALL HAVE A DESIGN
 SLOPE OF A MINIMUM ONE- EIGHTH UNIT VERTICAL IN 12
 UNITS HORIZONTAL (1-PERCENT SLOPE).
 R905.11.1 SLOPE. MODIFIED BITUMEN MEMBRANE ROOFS SHALL
 HAVE A DESIGN SLOPE OF A MINIMUM OF ONE-FOURTH UNIT
 VERTICAL IN 12 UNITS HORIZONTAL (2-PERCENT SLOPE) FOR
 DRAINAGE.
  
 4) R806.1 VENTILATION REQUIRED. ENCLOSED ATTICS AND
 ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE
 APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL
 HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY
 VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF
 RAIN OR SNOW. VENTILATING OPENINGS SHALL BE PROVIDED
 WITH CORROSION-RESISTANT WIRE MESH, WITH 1/8 INCH (3.2
 MM) MINIMUM TO 1/4 INCH (6 MM) MAXIMUM OPENINGS. NOTE:
 THE EXISTING FLAT ROOF HAS ENCLOSED RAFTER SPACES WITH
 BATT INSULATION THAT ARE REQUIRED TO HAVE VENTILATION.
 THE RAFTER SPACES CAN BE DESIGNED BY A FLORIDA LICENSED
 ARCHITECT OR ENGINEER TO ELIMINATE THE VENTING. THE
 FLAT ROOF SPACE WILL HAVE TO BE SEALED OFF FROM THE
 ATTIC SPACE IN THE REST OF THE STRUCTURE.
  
 5) 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. SPECIFICALLY, PROVIDE ROOFING
 COVERING MATERIAL NOAS OR FL PRODUCT APPROVALS.
  
 6) SHOW COMPLIANCE WITH 2010 FBC ENERGY CONSERVATION
 SECT. 101.4.3 & 103.2 BY SUBMITTING THE PROPER
 CONSTRUCTION DOCUMENTS. SEE RESIDENTIAL BUILDING FORMS
 402 OR 405.
  
 7) IN ORDER TO REDUCE PLAN REVIEW TIMES AND PROVIDE
 CLARIFICATION, PLEASE SUBMIT A RESPONSE LETTER
 INDICATING HOW EACH OF THE REVIEW COMMENTS HAS BEEN
 ADDRESSED.
  
 NOTE: IF THE FLAT ROOF IS DESIGNED TO SIT ON TOP OF THE
 BLOCK WALL AND EXTEND OUT OVER IT TO PROVIDE AN
 OVERHANG OF AT LEAST 6 INCHES, THEN THE SCUPPERS,
 GUTTERS, DOWNSPOUTS WOULD NOT BE REQUIRED AND A
 CONTINUOUS EAVE VENT COULD BE INSTALLED TO ADDRESS THE
 RAFTER SPACE VENTILATION.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2014-10-27 Cont ID  
Sent By rmcdouga Date 2014-10-27 Time 13:51 Rev Time 0.00
Received By rmcdouga Date 2014-10-27 Time 07:03 Sent To  
Notes
2014-10-27 10:22:13PLAN REVIEW COMMENTS
  
 1ST REVIEW: FBC 2010
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
 1) FBC 107.3.5.3 - PROVIDE WIND DESIGN LOADS/DESIGN
 PRESSURES ON THE PLANS PURSUANT TO FBC-R301.2. ( 170
 MPH VASD, EXPOSURE C )
  
 2) THE SITE COLUMN SECTION 3 / A-300 IS SPECIFIED AS
 HAVING #5 REINFORCING BARS AT 48 INCHES ON CENTER.
 PLEASE CLARIFY. SPECIFY THE NUMBER OF REINFORCED FILLED
 CELLS THAT IS REQUIRED IN EACH 16 X 16 INCH SITE WALL
 COLUMN. FBC R 301.1
  
 3) SPECIFY THE SPAN, SPECIES AND GRADE OF THE NEW 2 X 8
 RAFTERS SHOWN IN THE WALL SECTION ON SHEET A-300.
 R802.2.3 ALLOWABLE RAFTER SPANS. [IRC 802.5] SPANS FOR
 RAFTERS SHALL BE IN ACCORDANCE WITH TABLES R802.2.3(1)
 THROUGH R802.2.3(2). FOR OTHER GRADES AND SPECIES AND
 FOR OTHER LOADING CONDITIONS, REFER TO THE AF&PA SPAN
 TABLES FOR JOISTS AND RAFTERS. THE SPAN OF EACH RAFTER
 SHALL BE MEASURED ALONG THE HORIZONTAL PROJECTION OF
 THE RAFTER.
  
 4) FBC R802.2.9.1 UPLIFT RESISTANCE. ROOF ASSEMBLIES
 WHICH ARE SUBJECT TO WIND UPLIFT PRESSURES OF 20 POUNDS
 PER SQUARE FOOT (960 PA) OR GREATER SHALL HAVE ROOF
 RAFTERS OR TRUSSES ATTACHED TO THEIR SUPPORTING WALL
 ASSEMBLIES BY CONNECTIONS CAPABLE OF PROVIDING THE
 RESISTANCE REQUIRED IN TABLE R802.2.9.1. WIND UPLIFT
 PRESSURES SHALL BE DETERMINED USING AN EFFECTIVE WIND
 AREA OF 100 SQUARE FEET (9.3 M2) AND ZONE 1 IN TABLE
 R301.2(2), AS ADJUSTED FOR HEIGHT AND EXPOSURE PER
 TABLE R301.2(3). SPECIFY THE CONNECTORS THAT WILL BE
 USED TO ATTACH THE 2 X 8 RAFTERS TO THE EXISTING WALL.
 FBC R 318.6 REQUIRES ROOF DOWNSPOUTS TO DISCHARGE AT
 LEAST ONE FOOT AWAY FROM THE STRUCTURE SIDEWALL.
  
 5) FBC R803.2.3.1 SHEATHING FASTENINGS. WOOD STRUCTURAL
 PANEL SHEATHING SHALL BE FASTENED TO ROOF FRAMING WITH
 8D RING-SHANK NAILS AT 6 INCHES ON CENTER AT EDGES AND
 6 INCHES ON CENTER AT INTERMEDIATE FRAMING. RING-SHANK
 NAILS SHALL HAVE THE FOLLOWING MINIMUM DIMENSIONS:
 1. 0.113 INCH NOMINAL SHANK DIAMETER
 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER
 3. 16 T O 20 RINGS PER INCH
 4. 0.280 INCH FULL ROUND HEAD DIAMETER
 5. 2 INCH NAIL LENGTH
 WHERE ROOF FRAMING WITH A SPECIFIC GRAVITY, 0.42 < G <
 0.49 IS USED, SPACING OF RING-SHANK FASTENERS SHALL BE
 4 INCHES ON CENTER IN NAILING ZONE 3 FOR 130 MPH OR
 GREATER DESIGN WIND SPEEDS IN ACCORDANCE WITH FIGURE
 R803.2.3.1.
  
 6) FBC R903.4 ROOF DRAINAGE. UNLESS ROOFS ARE SLOPED TO
 DRAIN OVER ROOF EDGES, ROOF DRAINS SHALL BE INSTALLED
 AT EACH LOW POINT OF THE ROOF. WHERE REQUIRED FOR ROOF
 DRAINAGE, SCUPPERS SHALL BE PLACED LEVEL WITH THE ROOF
 SURFACE IN A WALL OR PARAPET. THE SCUPPER SHALL BE
 LOCATED AS DETERMINED BY THE ROOF SLOPE AND
 CONTRIBUTING ROOF AREA.
 FBC R903.4.1 WHEN OTHER MEANS OF DRAINAGE OF OVERFLOW
 WATER IS NOT PROVIDED, OVERFLOW SCUPPERS SHALL BE
 PLACED IN WALLS OR PARAPETS NOT LESS THAN 2 INCHES (51
 MM) NOR MORE THAN 4 INCHES (102 MM) ABOVE THE FINISHED
 ROOF COVERING AND SHALL BE LOCATED AS CLOSE AS
 PRACTICAL TO REQUIRED VERTICAL LEADERS OR DOWNSPOUTS OR
 WALL AND PARAPET SCUPPERS. AN OVERFLOW SCUPPER SHALL BE
 SIZED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,
 PLUMBING.
  
 7) SPECIFY THE SLOPE OF THE NEW ROOF ON THE PLANS. FBC
 R905.9.1 SLOPE. BUILT-UP ROOFS SHALL HAVE A DESIGN
 SLOPE OF A MINIMUM OF ONE-FOURTH UNIT VERTICAL IN 12
 UNITS HORIZONTAL (2-PERCENT SLOPE) FOR DRAINAGE, EXCEPT
 FOR COAL-TAR BUILT-UP ROOFS, WHICH SHALL HAVE A DESIGN
 SLOPE OF A MINIMUM ONE- EIGHTH UNIT VERTICAL IN 12
 UNITS HORIZONTAL (1-PERCENT SLOPE).
 R905.11.1 SLOPE. MODIFIED BITUMEN MEMBRANE ROOFS SHALL
 HAVE A DESIGN SLOPE OF A MINIMUM OF ONE-FOURTH UNIT
 VERTICAL IN 12 UNITS HORIZONTAL (2-PERCENT SLOPE) FOR
 DRAINAGE.
  
 8) R806.1 VENTILATION REQUIRED. ENCLOSED ATTICS AND
 ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE
 APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL
 HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY
 VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF
 RAIN OR SNOW. VENTILATING OPENINGS SHALL BE PROVIDED
 WITH CORROSION-RESISTANT WIRE MESH, WITH 1/8 INCH (3.2
 MM) MINIMUM TO 1/4 INCH (6 MM) MAXIMUM OPENINGS.
  
 9) SPECIFY THE THICKNESS OF THE DRYWALL ON THE CEILING
 AND WALLS ON THE PLANS. FBC 107.2.1 & R702.3.7
  
 10) SPECIFY THE WALL INSULATION ON THE PLANS. FBC
 107.2.1 & FBC ENERGY CONSERVATION 101.4.3
  
 11) 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. SPECIFICALLY, PROVIDE ROOFING AND
 RAFTER CONNECTORS NOAS OR FL PRODUCT APPROVALS.
  
 12) IN ORDER TO REDUCE PLAN REVIEW TIMES AND PROVIDE
 CLARIFICATION, PLEASE SUBMIT A RESPONSE LETTER
 INDICATING HOW EACH OF THE REVIEW COMMENTS HAS BEEN
 ADDRESSED.
  
 RESUBMITTAL PROCEDURE
  
 YOU ARE REQUIRED TO FILL OUT A RESUBMITTAL FORM TO BE
 SUBMITTED WITH THE CORRECTED PLANS.
 THE PERMIT CLERK WILL RETRIEVE THE DENIED APPLICATION,
 PLANS AND OTHER DOCUMENTS FOR YOU.
 YOU ARE REQUIRED TO REMOVE THE OLD PLAN SHEETS THAT
 HAVE BEEN CORRECTED AND REPLACE THEM WITH THE NEW ONES.
 THE CLERK WILL PROVIDE YOU WITH A STAPLE REMOVER AND A
 STAPLER. ONE SET OF THE OLD PLAN SHEETS THAT HAVE BEEN
 REMOVED SHALL BE MARKED AS VOIDED AND RESUBMITTED ALONG
 WITH THE TWO (OR MORE) SETS THAT CONTAIN THE CORRECTED
 SHEETS. IF THERE ARE ANY SHEETS THAT HAVE BEEN STAMPED
 FOR COUNTY IMPACT FEES, HOA APPROVAL STAMPS OR OTHERS,
 RESUBMIT THOSE SHEETS.
 IF ALL OF THE PLAN SHEETS HAVE BEEN CORRECTED, THEN TWO
 (OR MORE) SETS OF THE NEW PLANS SHALL BE SUBMITTED.
  
  
  
  
  
  
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2015-01-22 Cont ID  
Sent By dhayes Date 2015-01-22 Time 11:09 Rev Time 0.00
Received By dhayes Date 2015-01-20 Time 10:57 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date   Cont ID  
Sent By rmcdouga Date 2015-01-16 Time   Rev Time 0.00
Received By dhayes Date 2015-01-06 Time 15:01 Sent To B
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2014-12-09 Cont ID  
Sent By rmcdouga Date 2014-12-09 Time 18:09 Rev Time 0.00
Received By rmcdouga Date 2014-11-12 Time 16:26 Sent To  
Notes
2014-11-12 16:27:07RE-SUBMITTAL SENT TO ZONING SHELF FOR REVIEW. JG.
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2014-10-27 Cont ID  
Sent By rmcdouga Date 2014-10-27 Time 13:51 Rev Time 0.00
Received By rmcdouga Date 2014-10-09 Time 09:49 Sent To  
Notes
2014-10-11 09:49:56TO ZONING
  
2014-10-09 11:35:38ROUTED TO MISC 1
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2015-01-22 Cont ID  
Sent By dhayes Date 2015-01-22 Time 11:09 Rev Time 0.00
Received By dhayes Date 2015-01-22 Time 11:09 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2014-12-09 Cont ID  
Sent By rmcdouga Date 2014-12-09 Time 16:13 Rev Time 0.00
Received By rmcdouga Date 2014-12-09 Time 16:13 Sent To  
Notes
2014-12-09 16:23:22IMPACT FEES
 BEFORE A PERMIT TO CONSTRUCT CAN BE ISSUED, IMPACT FEES
 MUST BE PAID TO PALM BEACH COUNTY. UPON CITY 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 R ROOF PLAN REVIEW
Rev No 1 Status P Date 2015-01-16 Cont ID  
Sent By rmcdouga Date 2015-01-16 Time 06:47 Rev Time 0.00
Received By rmcdouga Date 2015-01-16 Time 06:47 Sent To  
Notes
2015-01-16 06:53:42CERTAINTEED MODIFIED BITUMEN ROOFING NOA NO.14-0224.03
Review Stop Z ZONING
Rev No 3 Status P Date 2015-01-16 Cont ID  
Sent By sgraham Date 2015-01-16 Time 09:22 Rev Time 0.00
Received By sgraham Date   Time   Sent To B
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status P Date 2014-11-25 Cont ID  
Sent By sgraham Date 2014-11-25 Time 08:12 Rev Time 0.00
Received By sgraham Date 2014-11-25 Time 08:12 Sent To B
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2014-10-14 Cont ID  
Sent By sgraham Date 2014-10-14 Time 16:03 Rev Time 0.00
Received By sgraham Date 2014-10-14 Time 16:03 Sent To B
Notes
2014-10-14 16:08:2910/14/14 ZONING FAILED
  
 1. SHOW LOCATION OF WALL ON THE SITE PLAN.


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