Plan Review Details - Permit 20071488
Plan Review Stops For Permit 20071488
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2020-12-29 Cont ID  
Sent By rmcphers Date 2020-12-28 Time 08:27 Rev Time 0.00
Received By rmcphers Date 2020-12-28 Time 08:27 Sent To  
Notes
2020-12-28 08:31:18 
  
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2020-12-14 Cont ID  
Sent By rmcphers Date 2020-12-14 Time 08:03 Rev Time 0.00
Received By rmcphers Date 2020-12-14 Time 07:56 Sent To  
Notes
2020-12-14 08:03:10ROOFED PATIO
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected]
 CODE USED FOR REVIEW - 2017 FBC WITH WPB CHAPTER 1
 AMENDMENTS
  
 3RD REVIEW
  
 CORRECTIONS NEEDED - FBC WPB AMENDMENTS 107
 1) MASONRY WALLS ARE SUBJECT TO WIND LOADS - PLEASE
 SHOW THE WIND DESIGN CRITERIA USED FOR DESIGN ON THE
 MASONRY WALL DRAWINGS- FBC 1603.1.4
 2) BUILDING CONSTRUCTION TYPE SHOWN ON DRAWING (A0.0)
 NEEDS TO BE FOR THE ENTIRE BUILDING. (VB - SPRINKLERED)
 - DRAWING SHOWS NON-SPRINKLERED
 3) WIND DESIGN SPEED SHOWN ON THE ALUMINUM SCREEN ROOM
 CALCULATIONS SHOULD BE (180MPH) PER FBC WPB AMENDMENTS
 120.1
 4) PLEASE PROVIDE SCREEN ROOM DRAWINGS OR PROVIDE IN
 WRITING THAT THEY ARE TO BE DEFERRED.FBC 107.3.4.1
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2020-10-07 Cont ID  
Sent By rmcphers Date 2020-10-07 Time 09:01 Rev Time 0.00
Received By rmcphers Date 2020-10-06 Time 15:19 Sent To  
Notes
2020-10-07 08:54:56ROOFED PATIO
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected]
 CODE USED FOR REVIEW - 2017 FBC WITH WPB CHAPTER 1
 AMENDMENTS
  
 2ND REVIEW
  
 CORRECTIONS NEEDED - FBC WPB AMENDMENTS 107
 1) THE ROOFED PATIO IS PART OF THE "FIRE AREA" AND IS
 REQUIRED TO BE SPRINKLERED. FBC CHAPTER 2 - FIRE AREA.
 THE AGGREGATE FLOOR AREA ENCLOSED AND BOUNDED BY FIRE
 WALLS, FIRE BARRIERS, EXTERIOR WALLS OR HORIZONTAL
 ASSEMBLIES OF A BUILDING. AREAS OF THE BUILDING NOT
 PROVIDED WITH SURROUNDING WALLS SHALL BE INCLUDED IN
 THE FIRE AREA IF SUCH AREAS ARE INCLUDED WITHIN THE
 HORIZONTAL PROJECTION OF THE ROOF OR FLOOR NEXT ABOVE.
 903.2.1.2 GROUP A-2.
 AN AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED FOR
 FIRE AREAS CONTAINING GROUP A-2 OCCUPANCIES AND
 INTERVENING FLOORS OF THE BUILDING WHERE ONE OF THE
 FOLLOWING CONDITIONS EXISTS: (2).THE FIRE AREA HAS AN
 OCCUPANT LOAD OF 100 OR MORE
 EXCEPTION: A RESTAURANT, CAFETERIA, OR SIMILAR DINING
 FACILITY, INCLUDING AN ASSOCIATED COMMERCIAL KITCHEN,
 IS REQUIRED TO HAVE SPRINKLERS ONLY IF IT HAS A FIRE
 AREA OCCUPANCY LOAD OF 200 PATRONS OR MORE.
 2) MASONRY WALLS ARE SUBJECT TO WIND LOADS - PLEASE
 SHOW THE WIND DESIGN CRITERIA USED FOR DESIGN - FBC
 1603.1.4
 3) BUILDING CONSTRUCTION TYPE SHOWN ON DRAWING (A0.0)
 NEEDS TO BE FOR THE ENTIRE BUILDING. (VB - SPRINKLERED)
 4) WIND DESIGN SPEED SHOWN ON THE ALUMINUM SCREEN ROOM
 CALCULATIONS SHOULD BE (180MPH) PER FBC WPB AMENDMENTS
 120.1
 5) PLEASE PROVIDE SCREEN ROOM DRAWINGS OR PROVIDE IN
 WRITING THAT THEY ARE TO BE DEFERRED.FBC 107.3.4.1
  
 FYI = FBC 901.7 FIRE AREAS.
 WHERE BUILDINGS, OR PORTIONS THEREOF, ARE DIVIDED INTO
 FIRE AREAS SO AS NOT TO EXCEED THE LIMITS ESTABLISHED
 FOR REQUIRING A FIRE PROTECTION SYSTEM IN ACCORDANCE
 WITH THIS CHAPTER, SUCH FIRE AREAS SHALL BE SEPARATED
 BY FIRE BARRIERS CONSTRUCTED IN ACCORDANCE WITH SECTION
 707 OR HORIZONTAL ASSEMBLIES CONSTRUCTED IN ACCORDANCE
 WITH SECTION 711, OR BOTH, HAVING A FIRE-RESISTANCE
 RATING OF NOT LESS THAN THAT DETERMINED IN ACCORDANCE
 WITH SECTION 707.3.10.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2020-09-16 Cont ID  
Sent By rmcphers Date 2020-09-16 Time 12:10 Rev Time 0.00
Received By rmcphers Date 2020-09-16 Time 10:37 Sent To  
Notes
2020-09-16 11:28:45ROOFED PATIO
 REVIEWED BY ROGER MCPHERSON
 561-805-6716
 [email protected]
 CODE USED FOR REVIEW - 2017 FBC WITH WPB CHAPTER 1
 AMENDMENTS
  
 CORRECTIONS NEEDED - FBC WPB AMENDMENTS 107
 1) PLEASE PROVIDE A LIFE SAFEY PLAN FOR THE BUILDING
 SHOWING - OCCUPANT LOAD, EXIT ACCESS TRAVEL DISTANCE TO
 THE EXIT DISCHARGE, EXIT SIZES, SPRINKLERS ETC. FBC
 1001.1
 2) PLEASE SHOW THE STAIR RISER HEIGHT AND TREAD DEPTH
 TO COMPLY WITH FBC 1011.5
 3) PLEASE SHOW THE WIND DESIGN CRITERIA USED FOR DESIGN
 - FBC 1603.1.4
 4) DRAWING (A0.0) SHOWS CONSTRUCTION TYPE AS "V" - SHOW
 "V A" OR "V B" - SHOW SPRINKLERED OR NON SPRINKLERED.
 FBC 506
 5) PLEASE SHOW BUILDING SQ. FOOTAGE.
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2020-12-11 Cont ID  
Sent By jleahy Date 2020-12-11 Time 13:21 Rev Time 0.00
Received By jleahy Date 2020-12-11 Time 13:21 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2020-08-29 Cont ID  
Sent By jleahy Date 2020-08-29 Time 12:08 Rev Time 0.00
Received By jleahy Date 2020-08-29 Time 12:08 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2020-12-08 Cont ID  
Sent By pleduc Date 2020-12-08 Time   Rev Time 0.00
Received By pleduc Date 2020-12-08 Time 15:35 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2020-09-29 Cont ID  
Sent By pleduc Date 2020-09-29 Time   Rev Time 0.00
Received By pleduc Date 2020-09-28 Time 10:53 Sent To  
Notes
2020-09-29 10:58:29THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 A RESPONSE TO PREVIOUS COMMENT # 2 WAS NOT CLEARLY
 ADDRESSED WHICH HAS BEEN RESUBMITTED BELOW:
  
  
 2) THERE ARE NO INDICATIONS OF AN EXISTING FIRE
 SPRINKLER OR FIRE ALARM SYSTEM. WITH THE CREATION OF
 THIS NEW OCCUPIABLE INDOOR SPACE, THE LIFE SAFETY
 SYSTEMS SHALL BE EXTENDED.
  
 PER NFPA 101, CH 4
  
 4.6.7 BUILDING REHABILITATION.
 4.6.7.1 REHABILITATION WORK ON EXISTING BUILDINGS SHALL
 BE
 CLASSIFIED AS ONE OF THE FOLLOWING WORK CATEGORIES IN
 ACCORDANCE
 WITH 43.2.2.1:
 (1) REPAIR
 (2) RENOVATION
 (3) MODIFICATION
 (4) RECONSTRUCTION
 (5) CHANGE OF USE OR OCCUPANCY CLASSIFICATION
 (6) ADDITION
  
 43.8.3 FIRE PROTECTION SYSTEMS. IN OTHER THAN ONE- AND
 TWOFAMILY
 DWELLINGS, EXISTING COMPARTMENT AREAS WITHOUT AN
 APPROVED SEPARATION FROM THE ADDITION SHALL BE
 PROTECTED BY AN
 APPROVED AUTOMATIC SPRINKLER SYSTEM WHERE THE COMBINED
 AREAS
 WOULD BE REQUIRED TO BE SPRINKLERED BY THE PROVISIONS
 APPLICABLE
 TO NEW CONSTRUCTION FOR THE OCCUPANCY.
  
 PLEASE PROVIDE DETAILS, CORRECT OR JUSTIFY WITH
 SPECIFIC CODE REFERENCES AND NARRATIVE.
  
 ANY WORK ON THE FIRE SPRINKLER AND FIRE ALARM SYSTEMS
 SHALL BE DONE UNDER SEPARATE PERMITS AND SHOP DRAWINGS.
  
 PLEASE PROVIDE AN APPLICABLE NOTE OF ACKNOWLEDGEMENT.
  
  
 ADDITIONAL COMMENT:
  
 2A) PER NFPA 13 INSTALLATION OF FIRE SPRINKLERS
  
 CHAPTER 4 GENERAL REQUIREMENTS
 4.1 LEVEL OF PROTECTION. A BUILDING, WHERE PROTECTED BY
 AN
 AUTOMATIC SPRINKLER SYSTEM INSTALLATION, SHALL BE
 PROVIDED WITH
 SPRINKLERS IN ALL AREAS EXCEPT WHERE SPECIFIC SECTIONS
 OF THIS
 STANDARD PERMIT THE OMISSION OF SPRINKLERS.
  
 CHAPTER 8 INSTALLATION REQUIREMENTS
 8.1* BASIC REQUIREMENTS.
 8.1.1* THE REQUIREMENTS FOR SPACING, LOCATION, AND
 POSITION OF
 SPRINKLERS SHALL BE BASED ON THE FOLLOWING PRINCIPLES:
 (1) SPRINKLERS SHALL BE INSTALLED THROUGHOUT THE
 PREMISES.
  
 (4) SPRINKLERS SHALL BE PERMITTED TO BE OMITTED FROM
 AREAS
 SPECIFICALLY ALLOWED BY THIS STANDARD.
  
 THERE IS NO SPECIFIC OMMITTANCE FOR THE PROPOSED.
  
  
 NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE
  
 CHAPTER 10 FUNDAMENTALS
 10.1 APPLICATION.
 10.1.1 THE BASIC FUNCTIONS OF A COMPLETE FIRE ALARM
 AND/OR
 SIGNALING SYSTEM SHALL COMPLY WITH THE REQUIREMENTS OF
 THIS
 CHAPTER.
  
 10.2 PURPOSE. THE PURPOSE OF FIRE ALARM AND SIGNALING
 SYSTEMS
 SHALL BE PRIMARILY TO PROVIDE NOTIFICATION OF ALARM,
 SUPERVISORY,
 AND TROUBLE CONDITIONS; TO ALERT THE OCCUPANTS; TO
 SUMMON
 AID; AND TO CONTROL EMERGENCY CONTROL FUNCTIONS.
  
 THERE SHALL BE INITIATION AND NOTIFICATION IN THE NEW
 PROPOSED AREA.
  
  
 PLEASE REVIEW AND PROVIDE SPECIFIC ACKNOWLEDGEMENT TO
 PROVIDE SPRINKLER AND ALARM SHOP DRAWING ON THE LIFE
 SAFETY SHEET OR PROVIDE SPECIFIC CODE REFERENCES AND A
 DETAILED NARRATIVE FOR OMMITTANCE.
  
  
  
 WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET REVISION
 CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE ABOVE.
  
  
 ADDITIONAL COMMENTS MAY BE PROVIDED ON THE RE-SUBMITTAL
 OF THE ABOVE.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
  
  
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2020-08-12 Cont ID  
Sent By pleduc Date 2020-08-12 Time   Rev Time 0.00
Received By pleduc Date 2020-08-11 Time 13:54 Sent To  
Notes
2020-08-12 12:46:01THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) SHEET A 1.0 - THERE ARE INDICATIONS OF EXISTING EXIT
 DOORS LEADING OUT INTO THE NEW PATION; HOWEVER, THERE
 ARE ONLY TWO EXIT DOORS FROM THE NEW PATIO.
  
 PER NFPA 101, CH 7 MEANS OF EGRESS
  
 7.3.1 OCCUPANT LOAD.
 7.3.1.1 SUFFICIENT CAPACITY.
 7.3.1.1.1 THE TOTAL CAPACITY OF THE MEANS OF EGRESS FOR
 ANY STORY,
 BALCONY, TIER, OR OTHER OCCUPIED SPACE SHALL BE
 SUFFICIENT FOR THE
 OCCUPANT LOAD THEREOF
  
 7.3.1.1.2 FOR OTHER THAN EXISTING MEANS OF EGRESS,
 WHERE MORE
 THAN ONE MEANS OF EGRESS IS REQUIRED, THE MEANS OF
 EGRESS SHALL BE
 OF SUCH WIDTH AND CAPACITY THAT THE LOSS OF ANY ONE
 MEANS OF
 EGRESS LEAVES AVAILABLE NOT LESS THAN 50 PERCENT OF THE
 REQUIRED
 CAPACITY.
  
 PLEASE PROVIDE A REVIEW OF THE EXISTING OCCUPANCY EGESS
 LOADS AND NEW OCCUPANCY LOADS AND INDICATE THAT THAT
 THESE TWO NEW PATIO DOORS PROVIDE THE REQUIRED EGRESS
 WIDTH FROM THE EXISITNG BUILDING AS WELL AS THE
 INCREASE OF THE NEW PATIO.
  
  
 1A) SHEET A 1.0 - THERE IS AN INDICATION OF A STAIRWAY
 LEADING DOWN FROM A SINGLE PATIO DOOR.
  
 PER NFPA 101, CH 7
  
 7.3.3* EGRESS CAPACITY.
 7.3.3.1 EGRESS CAPACITY FOR APPROVED COMPONENTS OF
 MEANS OF
 EGRESS SHALL BE BASED ON THE CAPACITY FACTORS SHOWN IN
 TABLE
 7.3.3.1, UNLESS OTHERWISE PROVIDED IN 7.3.3.2.
  
 PER THE SAME INFORMATION OF THE ABOVE COMMENT, PLEASE
 PROVIDE DETAILS THAT THIS STAIRWAY MEETS THE EGRESS
 REQUIREMENTS FOR THE COMBINED OCCUPANCY TOTALS.
  
  
  
 2) THERE ARE NO INDICATIONS OF AN EXISTING FIRE
 SPRINKLER OR FIRE ALARM SYSTEM. WITH THE CREATION OF
 THIS NEW OCCUPIABLE INDOOR SPACE, THE LIFE SAFETY
 SYSTEMS SHALL BE EXTENDED.
  
 PER NFPA 101, CH 4
  
 4.6.7 BUILDING REHABILITATION.
 4.6.7.1 REHABILITATION WORK ON EXISTING BUILDINGS SHALL
 BE
 CLASSIFIED AS ONE OF THE FOLLOWING WORK CATEGORIES IN
 ACCORDANCE
 WITH 43.2.2.1:
 (1) REPAIR
 (2) RENOVATION
 (3) MODIFICATION
 (4) RECONSTRUCTION
 (5) CHANGE OF USE OR OCCUPANCY CLASSIFICATION
 (6) ADDITION
  
 43.8.3 FIRE PROTECTION SYSTEMS. IN OTHER THAN ONE- AND
 TWOFAMILY
 DWELLINGS, EXISTING COMPARTMENT AREAS WITHOUT AN
 APPROVED SEPARATION FROM THE ADDITION SHALL BE
 PROTECTED BY AN
 APPROVED AUTOMATIC SPRINKLER SYSTEM WHERE THE COMBINED
 AREAS
 WOULD BE REQUIRED TO BE SPRINKLERED BY THE PROVISIONS
 APPLICABLE
 TO NEW CONSTRUCTION FOR THE OCCUPANCY.
  
 PLEASE PROVIDE DETAILS, CORRECT OR JUSTIFY WITH
 SPECIFIC CODE REFERENCES AND NARRATIVE.
  
 ANY WORK ON THE FIRE SPRINKLER AND FIRE ALARM SYSTEMS
 SHALL BE DONE UNDER SEPARATE PERMITS AND SHOP DRAWINGS.
  
 PLEASE PROVIDE AN APPLICABLE NOTE OF ACKNOWLEDGEMENT.
  
  
  
 3) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
 4) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2021-01-07 Cont ID  
Sent By lmarchan Date 2021-01-07 Time 17:22 Rev Time 0.00
Received By lmarchan Date 2020-12-21 Time 11:45 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2020-12-21 Cont ID  
Sent By ccarvaja Date 2020-12-21 Time 15:02 Rev Time 0.00
Received By ccarvaja Date 2020-12-07 Time 12:02 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2020-10-07 Cont ID  
Sent By rmcphers Date 2020-10-07 Time 09:18 Rev Time 0.00
Received By rmcphers Date 2020-09-25 Time 14:44 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2020-09-16 Cont ID  
Sent By rmcphers Date 2020-09-16 Time 12:19 Rev Time 0.00
Received By rmcphers Date 2020-08-10 Time 16:54 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 4 Status P Date 2020-12-30 Cont ID  
Sent By ccole Date 2020-12-30 Time 07:17 Rev Time 0.00
Received By ccole Date 2020-12-30 Time 07:01 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status F Date 2020-12-11 Cont ID  
Sent By ccole Date 2020-12-11 Time 08:15 Rev Time 0.00
Received By ccole Date 2020-12-10 Time 11:48 Sent To  
Notes
2020-12-11 08:17:123RD REVIEW FBC-2017 PLUMBING
 PERMIT- 20071488
 12/10/2020
  
 CODES IN EFFECT:
 FBC P- FLORIDA PLUMBING CODE SIXTH EDITION 2017
 FBC ACC- FLORIDA ACCESSIBILITY CODE SIXTH ADDITION 2017
 FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017
 FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017
 FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION
 2017
 FBC FG- FLORIDA FUEL GAS CODE SIXTH EDITION 2017
 FBC EX- FLORIDA EXISTING BUILDING CODE SIXTH EDITION
 2017
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
 EDITION 2017
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) SHEET P2.1 REVISE THE STORM DRAINAGE CALCULATIONS
 AND SQ. FT. ROOF AREA TO MATCH THE NEW CALCULATIONS
 SUBMITTED BY H & M ARCHITECTURE.
  
 2) THE REVISED A4.0 PLAN SHEET WAS NOT UPLOADED FOR
 REVIEW. IT APPEARS THAT A2 WAS UPLOADED IN IT?S PLACE.
 PLEASE PROVIDE THE PLAN SHEET- SECTION 107.2.1 WPB.
  
 3) THE ARCHITECT?S NARRATIVE RESPONSE TO PREVIOUS
 REVIEW COMMENT #1 INDICATES THERE IS NO ROOF SLOPE BUT
 THE ROOF WILL DRAIN EFFICIENTLY, AND REFERENCE IS MADE
 TO CANOPY SHOW DRAWINGS WHICH HAVE NOT BEEN PROVIDED.
 THE SHOP DRAWINGS MAY BE A DEFERRED SUBMITTAL PER
 SECTION 107.3.4.1 DEFERRED SUBMITTALS.
  
 107.3.4.1 DEFERRED SUBMITTALS. FOR THE PURPOSES OF THIS
 SECTION, DEFERRED SUBMITTALS ARE
 DEFINED AS THOSE PORTIONS OF THE DESIGN THAT ARE NOT
 SUBMITTED AT THE TIME OF THE APPLICATION
 AND THAT ARE TO BE SUBMITTED TO THE BUILDING OFFICIAL
 WITHIN A SPECIFIED PERIOD. DEFERRAL OF ANY
 SUBMITTAL ITEMS SHALL HAVE THE PRIOR APPROVAL OF THE
 BUILDING OFFICIAL. THE REGISTERED DESIGN
 PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST THE
 DEFERRED SUBMITTALS ON THE CONSTRUCTION
 DOCUMENTS FOR REVIEW BY THE BUILDING OFFICIAL.
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN
 PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL REVIEW
 THEM AND FORWARD THEM TO THE BUILDING
 OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED
 AND FOUND TO BE IN GENERAL CONFORMANCE TO THE DESIGN OF
 THE BUILDING. THE DEFERRED
 SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE
 DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE
 BUILDING OFFICIAL.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM.
  
 CHRISTOPHER L. COLE
 MECHANICAL/PLUMBING PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 2 Status F Date 2020-09-28 Cont ID  
Sent By ccole Date 2020-09-28 Time 14:14 Rev Time 0.00
Received By ccole Date 2020-09-28 Time 08:53 Sent To  
Notes
2020-09-28 14:18:292ND REVIEW FBC-2017 PLUMBING
 PERMIT- 20071488
 9/28/2020
  
 CODES IN EFFECT:
 FBC P- FLORIDA PLUMBING CODE SIXTH EDITION 2017
 FBC ACC- FLORIDA ACCESSIBILITY CODE SIXTH ADDITION 2017
 FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017
 FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017
 FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION
 2017
 FBC FG- FLORIDA FUEL GAS CODE SIXTH EDITION 2017
 FBC EX- FLORIDA EXISTING BUILDING CODE SIXTH EDITION
 2017
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
 EDITION 2017
  
 PLAN REVIEW RESULTS: DENIED.
 COMMENTS FROM THE 1ST REVIEW LISTED BELOW HAVE NOT BEEN
 COMPLETELY ADDRESSED. ADDITIONAL COMMENT NOTES IN
 CAPITOL LETTERS HAVE BEEN PROVIDED.
  
 3) A4.0, P0, P2.1: ROOF DRAINAGE CALCULATIONS ARE
 REQUIRED FOR THE NEW PATIO ROOF THAT INCLUDE THE
 DRAINAGE FROM ADJACENT ROOFS OR PARTS OF THE BUILDING
 THAT ARE DRAINING WATER ONTO THE ROOF. ROOF DRAINAGE
 CALCULATIONS HAVE NOT BEEN PROVIDED. THE CALCULATIONS
 ON THE NEW SHEET P2.1 APPEAR TO BE FOR THE TRENCH DRAIN
 IN THE FLOOR SLAB WHICH IS ALSO LABELED AS A STORM
 DRAIN. THERE IS NO ROOF SLOPE SHOWN ON THE DRAWINGS AND
 THE ACTUAL LOCATIONS AND HEIGHTS OF PARAPET WALLS ALONG
 THE ROOF PERIMETER IS NOT CLEAR. PLEASE EXPLAIN OR
 CLARIFY THE STORM DRAINAGE CALCULATION ON THE P2.1.
 FROM WHICH STANDARD IS THE EQUATION DERIVED FROM.
 THE SHOP DRAWINGS AND/OR THE SITE-SPECIFIC PLANS SHALL
 VERIFY THE ROOF HAS BEEN DESIGNED IN COMPLIANCE WITH
 SECTION 1107.1 FBC P: ROOFS SHALL BE DESIGNED FOR THE
 MAXIMUM POSSIBLE DEPTH OF WATER THAT WILL POND THEREON
 AS DETERMINED BY THE RELATIVE LEVELS OF ROOF DECK AND
 OVERFLOW WEIRS, SCUPPERS, EDGES OR SERVICEABLE DRAINS
 IN COMBINATION WITH THE DEFLECTED STRUCTURAL ELEMENTS.
 IN DETERMINING THE MAXIMUM POSSIBLE DEPTH OF WATER, ALL
 PRIMARY ROOF DRAINAGE MEANS SHALL BE ASSUMED TO BE
 BLOCKED. THE MAXIMUM POSSIBLE DEPTH OF WATER ON THE
 ROOF SHALL INCLUDE THE HEIGHT OF THE WATER REQUIRED
 ABOVE THE INLET OF THE SECONDARY ROOF DRAINAGE MEANS TO
 ACHIEVE THE REQUIRED FLOW RATE OF THE SECONDARY
 DRAINAGE MEANS TO ACCOMMODATE THE DESIGN RAINFALL RATE
 AS REQUIRED BY SECTION 1106. SHOP DRAWINGS NOT
 PROVIDED. NO ROOF SLOPE INDICATED.
  
 A) CALCULATIONS SHALL ALSO BE PROVIDED FOR THE VERTICAL
 DOWNSPOUTS- SECTION 1106.1 AND THE HORIZONTAL GUTTERS-
 SECTION 1106.6 AND TABLE 1106.6. ROOF DRAINAGE
 CALCULATIONS AND SIZES OF THE GUTTERS AND DOWNSPOUTS
 NOT PROVIDED.
  
 4) A4.0, P0, P2.1: VERIFY THE STORM WATER FROM THE ROOF
 AND THE TRENCH DRAIN WILL FLOW AWAY FROM THE BUILDING
 AND DRAIN INTO APPROVED PERMEABLE AREA THAT WILL NOT
 POND OR FLOOD, OTHERWISE CONNECT THE DRAINS TO THE
 EXISTING STORM DRAINAGE SYSTEM ON SITE- SECTION
 1101.2.NO NOTES OR DRAINAGE SLOPE PROVIDED TO VERIFY
 COMPLIANCE.
  
 5) SHEET A4.0: THE DOWNSPOUT NOTE NEEDS TO BE MODIFIED
 TO INDICATE "TYP" FOR THE LOCATIONS AT THE COLUMNS.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM.
  
 CHRISTOPHER L. COLE
 MECHANICAL/PLUMBING PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2020-08-24 Cont ID  
Sent By ccole Date 2020-08-24 Time 11:54 Rev Time 0.00
Received By ccole Date 2020-08-24 Time 10:33 Sent To  
Notes
2020-08-24 11:55:061ST REVIEW FBC-2017 PLUMBING
 PERMIT- 20071488
 8/24/2020
  
 CODES IN EFFECT:
  
 FBC P- FLORIDA PLUMBING CODE SIXTH EDITION 2017
 FBC ACC- FLORIDA ACCESSIBILITY CODE SIXTH ADDITION 2017
 FBC B- FLORIDA BUILDING CODE SIXTH EDITION 2017
 FBC M- FLORIDA MECHANICAL CODE SIXTH EDITION 2017
 FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION
 2017
 FBC FG- FLORIDA FUEL GAS CODE SIXTH EDITION 2017
 FBC EX- FLORIDA EXISTING BUILDING CODE SIXTH EDITION
 2017
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
 EDITION 2017
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) SHEET A1.0: A SEPARATE PERMIT AND PLAN SUBMITTAL ARE
 REQUIRED FOR THE IRRIGATION WORK THAT IS NOTED ON THE
 DEMOLITION PLAN- SECTION 107.2.1 WPB.
  
 2) A4.0, P0, P2.1: SUBMIT THE ENGINEERED SHOP DRAWINGS
 FOR THE PATIO WITH APPROVAL STAMPS BY THE DESIGN
 PROFESSIONALS OF RECORD- SECTIONS 105.3 & 107.2.1 WPB.
  
 3) A4.0, P0, P2.1: ROOF DRAINAGE CALCULATIONS ARE
 REQUIRED FOR THE NEW PATIO ROOF THAT INCLUDE THE
 DRAINAGE FROM ADJACENT ROOFS OR PARTS OF THE BUILDING
 THAT ARE DRAINING WATER ONTO THE ROOF.
 THE SHOP DRAWINGS AND/OR THE SITE-SPECIFIC PLANS SHALL
 VERIFY THE ROOF HAS BEEN DESIGNED IN COMPLIANCE WITH
 SECTION 1107.1 FBC P: ROOFS SHALL BE DESIGNED FOR THE
 MAXIMUM POSSIBLE DEPTH OF WATER THAT WILL POND THEREON
 AS DETERMINED BY THE RELATIVE LEVELS OF ROOF DECK AND
 OVERFLOW WEIRS, SCUPPERS, EDGES OR SERVICEABLE DRAINS
 IN COMBINATION WITH THE DEFLECTED STRUCTURAL ELEMENTS.
 IN DETERMINING THE MAXIMUM POSSIBLE DEPTH OF WATER, ALL
 PRIMARY ROOF DRAINAGE MEANS SHALL BE ASSUMED TO BE
 BLOCKED. THE MAXIMUM POSSIBLE DEPTH OF WATER ON THE
 ROOF SHALL INCLUDE THE HEIGHT OF THE WATER REQUIRED
 ABOVE THE INLET OF THE SECONDARY ROOF DRAINAGE MEANS TO
 ACHIEVE THE REQUIRED FLOW RATE OF THE SECONDARY
 DRAINAGE MEANS TO ACCOMMODATE THE DESIGN RAINFALL RATE
 AS REQUIRED BY SECTION 1106.
 A) CALCULATIONS SHALL ALSO BE PROVIDED FOR THE VERTICAL
 DOWNSPOUTS- SECTION 1106.1 AND THE HORIZONTAL GUTTERS-
 SECTION 1106.6 AND TABLE 1106.6.
  
 4) A4.0, P0, P2.1: VERIFY THE STORM WATER FROM THE ROOF
 AND THE TRENCH DRAIN WILL FLOW AWAY FROM THE BUILDING
 AND DRAIN INTO APPROVED PERMEABLE AREA THAT WILL NOT
 POND OR FLOOD, OTHERWISE CONNECT THE DRAINS TO THE
 EXISTING STORM DRAINAGE SYSTEM ON SITE- SECTION 1101.2.
  
 5)SHEET P2.1: THE DIMENSIONS OF THE STORM DRAIN ARE NOT
 SHOWN. THE VERTICAL LEADER CALCULATIONS INDICATE THE
 SCREEN AREA ONLY AND NONE OF THE FLOOR AREA THAT WILL
 BE COLLECTING RAIN WATER. PLEASE REVISE THE
 CALCULATIONS AND SUBMIT SPECS FOR THE TRENCH DRAIN-
 SECTION 412.1 FBC P.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM.
  
 CHRISTOPHER L. COLE
 MECHANICAL/PLUMBING PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
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Notes
***NONE***
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***NONE***
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***NONE***
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Sent By rmcphers Date 2020-09-16 Time 12:10 Rev Time 0.00
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Notes
***NONE***
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Rev No 4 Status P Date 2021-01-07 Cont ID  
Sent By eschneid Date 2021-01-07 Time 17:20 Rev Time 0.25
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***NONE***
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Rev No 3 Status F Date 2020-12-21 Cont ID  
Sent By eschneid Date 2020-12-21 Time 14:56 Rev Time 0.50
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Notes
2020-12-21 14:56:03FAILED
  
 THE PERMIT SET HAS SHEET A2 UPLOADED TWICE, ONCE TO
 REPLACE THE OLDER VERSION OF THIS SHEET AND ONCE
 REPLACING SHEET A4 (WITH ACTUALLY AN OLDER VERSION OF
 SHEET A2). WHILE ZONING HAD ORIGINALLY PASSED THE
 PLANS, THE DUPLICATE VERSION OF A2 AND NO VERSION OF A4
 DO NOT PERMIT ZONING TO PASS THIS RESUBMITTAL. PLEASE
 ENSURE THE CORRECT PLANS ARE UPLOADED.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446
 [email protected]
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Sent By eschneid Date 2020-10-05 Time 17:25 Rev Time 0.25
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Notes
***NONE***
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Rev No 1 Status P Date 2020-09-11 Cont ID  
Sent By eschneid Date 2020-09-11 Time 11:49 Rev Time 0.50
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