Plan Review Details - Permit 16040056
Plan Review Stops For Permit 16040056
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2016-07-06 Cont ID  
Sent By jwitmer Date 2016-07-06 Time 08:38 Rev Time 0.00
Received By jwitmer Date 2016-07-06 Time 08:08 Sent To  
Notes
***NONE***

Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2016-06-03 Cont ID  
Sent By jwitmer Date 2016-06-03 Time 10:38 Rev Time 0.00
Received By jwitmer Date 2016-06-03 Time 08:00 Sent To  
Notes
2016-06-03 10:38:39BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16040056
 ADD: 610 CLEMATIS ST. # 106
 CONT: PRETI CONSTRUCTION
 TEL: 561-840-9949
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: FRI. JUNE 03/ 2016 / JUNE 16/2016 RE-REVIEWED
 ACTION: DENIED
  
 1) SHEET A-1:
 1A-B) COMPLIED
  
 1C) SEMI-COMPLIED. THE PLANS DO NOT MENTION THE
 REQUIREMENT FOR 1 HOUR FIRE RESISTANCE RATED WALLS PER
 SEE 2014 1009.9.4 ENCLOSURES UNDER EXTERIOR STAIRWAYS.
 1ST ROUND COMMENTS. THE EXISTING STAIR TO THE LOFT AREA
 SHOWS A NEW CLOSET AND WOOD FULL LOUVER DOOR. PLEASE
 SEE 2014 1009.9.4 ENCLOSURES UNDER EXTERIOR STAIRWAYS.
 THERE SHALL BE NO ENCLOSED USABLE SPACE UNDER EXTERIOR
 EXIT STAIRWAYS UNLESS THE SPACE IS COMPLETELY ENCLOSED
 IN 1-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION. THE OPEN
 SPACE UNDER EXTERIOR STAIRWAYS SHALL NOT BE USED FOR
 ANY PURPOSE.
  
 1D) COMPLIED.
  
 1E) COMPLIED. 6/16/16. NOTE 15. SHEET A-1 HAS NOT GIVEN
 ANY DETAILS FOR THE HEIGHT OF THE WORK AREA COUNTERS.
 PLEASE PROVIDE COMPLIANCE WITH: 2014 FBC-ACCESS. CODE
 902.3 HEIGHT. THE TOPS OF WORK SURFACES SHALL BE 28
 INCHES MINIMUM AND 34 INCHES MAXIMUM ABOVE THE FINISH
 FLOOR OR GROUND.
  
 1F) 2ND REQUEST. THE PLANS NOW INDICATE THE ACCESSIBLE
 ENTRANCE IS VIA CORRIDOR TO THE TENANT SPACE. PLEASE
 PROVIDE A FLOOR PLAN SHOWING THE ACCESSIBLE PATH OF
 TRAVEL TO THE TENANT SPACE. 2014 FBC-ACCESSIBILITY CODE
 206.2.4 SPACES AND ELEMENTS. AT LEAST ONE ACCESSIBLE
 ROUTE SHALL CONNECT ACCESSIBLE BUILDING OR FACILITY
 ENTRANCES WITH ALL ACCESSIBLE SPACES AND ELEMENTS
 WITHIN THE BUILDING OR FACILITY WHICH ARE OTHERWISE
 CONNECTED BY A CIRCULATION PATH
 1ST ROUND OF COMMENTS. PLEASE PROVIDE A DETAIL OF THE
 EXTERIOR OF THE BUILDING, SHOWING HOW COMPLIANCE WITH
 VERTICAL ACCESSIBILITY FROM THE CITY SIDEWALK TO THE
 FRONT ENTRY IS GOING TO BE ACHIEVED , THERE APPEARS TO
 BE 3 STEPS BEFORE ONE GAINS ENTRY TO THE INTERIOR OF
 THE TENANT SPACE. 2014 FBC-ACCESSIBILITY CODE 201.1.1.
 VERTICAL ACCESSIBILITY. PLEASE NOTE THIS UNIT WAS
 ORIGINALLY DESIGNED UNDER THE FAIR HOUSING CODE AND THE
 INTERIOR DOOR FROM THE CORRIDOR WAS ABLE TO BE
 CONSIDERED THE PRIMARY DOOR SINCE THE OCCUPANT WOULD BE
 GAINING ENTRY FROM THE GARAGE. BUILDING PERMITTED UNDER
 PERMIT 03031778.
  
 1G) 2ND REQUEST. DOOR # 10 HAS BEEN RESIZED TO BEING A
 2 FT. 8 IN. DOOR. PLEASE NOTE DOORS 8,9 & 10 ARE ALL
 POCKET DOORS AND NEED TO COMPLY WITH 2014 ACCESSIBILITY
 CODE 404.2.7 DOOR AND GATE HARDWARE.
 WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION,
 OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM
 BOTH SIDES.
 ACCESS. CODE 309.4 OPERATION. OPERABLE PARTS SHALL BE
 OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT
 GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE
 REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS
 (22.2 N) MAXIMUM.
 1ST ROUND COMMENTS. PLEASE NOTE DOOR # 10 IS INDICATED
 TO BE A 2'-6" DOOR. 2014 FBC-ACCESS. CODE 404.2.3 CLEAR
 WIDTH. MINIMUM OF 32 INCHES CLEAR WIDTH.
  
 1H-K) COMPLIED.
  
 2) COMPLIED. COMPONENTS & CLADDING/ PRESSURES.
  
 3) 2ND REQUEST. PLEASE BE AWARE THIS IS A CHANGE OF
 OCCUPANCY FOR THIS UNIT. THERE HAD BEEN A PERMIT ISSUED
 BUT NO WORK EVER TAKE PLACE, NO INSPECTIONS, THE PERMIT
 WAS VOIDED AT THE CONTRACTORS REQUEST. BEFORE A PERMIT
 TO CONSTRUCT, MAY BE ISSUED, IMPACT FEES MUST BE PAID
 TO PALM BEACH COUNTY. THE ACTUAL PERMIT SET OF PLANS
 MUST BE STAMPED BY THAT OFFICE, AND A COPY OF THE PAID
 RECEIPT ATTACHED TO THE PERMIT APPLICATION. PLEASE CALL
 (561)233-5025 FOR MORE INFORMATION.
  
 4) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
 & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS
 NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2016-04-12 Cont ID  
Sent By jwitmer Date 2016-04-12 Time 15:58 Rev Time 0.00
Received By jwitmer Date 2016-04-12 Time 11:53 Sent To  
Notes
2016-04-12 15:57:42BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16040056
 ADD: 610 CLEMATIS ST. # 106
 CONT: PRETI CONSTRUCTION
 TEL: 561-840-9949
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: TUES. APRIL 12/ 2016
 ACTION: DENIED
  
 1) SHEET A-1:
 1A) INDICATES THE REPLACEMENT OF THE FRONT ENTRY DOOR
 NO PRODUCT APPROVAL WAS SUBMITTED. 2014 FBC-B 1609.1.2
 PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS &
 CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE
 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR
 CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS: (31)(A) EXTERIOR DOORS.
  
 1B) 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY DCA
 RULE 9N-3 SHALL BE REVIEWED AND APPROVED IN WRITING BY
 THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL.
  
 1C) THE EXISTING STAIR TO THE LOFT AREA SHOWS A NEW
 CLOSET AND WOOD FULL LOUVER DOOR. PLEASE SEE 2014
 1009.9.4 ENCLOSURES UNDER EXTERIOR STAIRWAYS. THERE
 SHALL BE NO ENCLOSED USABLE SPACE UNDER EXTERIOR EXIT
 STAIRWAYS UNLESS THE SPACE IS COMPLETELY ENCLOSED IN
 1-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION. THE OPEN
 SPACE UNDER EXTERIOR STAIRWAYS SHALL NOT BE USED FOR
 ANY PURPOSE.
  
 1D) 1ST FLOOR NEW ACCESSIBLE RESTROOM SHOWS THE GRAB
 BAR ON THE SIDE OF THE WATER CLOSET ON THE FIRE RATED
 WALL. THE PLANS DO NOT INDICATE COMPLIANCE WITH 2014
 FBC-ACCESS. CODE 609.8 STRUCTURAL STRENGTH. ALLOWABLE
 STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN
 A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED
 AT ANY POINT ON THE GRAB BAR, FASTENER, MOUNTING
 DEVICE, OR SUPPORTING STRUCTURE.
  
 1E) SHEET A-1 HAS NOT GIVEN ANY DETAILS FOR THE HEIGHT
 OF THE WORK AREA COUNTERS. PLEASE PROVIDE COMPLIANCE
 WITH: 2014 FBC-ACCESS. CODE 902.3 HEIGHT. THE TOPS OF
 WORK SURFACES SHALL BE 28 INCHES MINIMUM AND 34 INCHES
 MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
  
 1F) PLEASE PROVIDE A DETAIL OF THE EXTERIOR OF THE
 BUILDING, SHOWING HOW COMPLIANCE WITH VERTICAL
 ACCESSIBILITY FROM THE CITY SIDEWALK TO THE FRONT ENTRY
 IS GOING TO BE ACHIEVED , THERE APPEARS TO BE 3 STEPS
 BEFORE ONE GAINS ENTRY TO THE INTERIOR OF THE TENANT
 SPACE. 2014 FBC-ACCESSIBILITY CODE 201.1.1. VERTICAL
 ACCESSIBILITY. PLEASE NOTE THIS UNIT WAS ORIGINALLY
 DESIGNED UNDER THE FAIR HOUSING CODE AND THE INTERIOR
 DOOR FROM THE CORRIDOR WAS ABLE TO BE CONSIDERED THE
 PRIMARY DOOR SINCE THE OCCUPANT WOULD BE GAINING ENTRY
 FROM THE GARAGE. BUILDING PERMITTED UNDER PERMIT
 03031778.
  
 1G) PLEASE NOTE DOOR # 10 IS INDICATED TO BE A 2'-6"
 DOOR. 2014 FBC-ACCESS. CODE 404.2.3 CLEAR WIDTH.
 MINIMUM OF 32 INCHES CLEAR WIDTH.
  
 1H) PLEASE NOTE THE WAY THE PLANS ARE SHOWN ON THE
 MEZZANINE LEVEL THE NEW WALL BLOCKS OFF THE HANDRAIL
 AND DECREASES THE WIDTH OF THE STAIR TO ALLOW THE
 CONTINUATION OF THE HANDRAIL. PLEASE SHOW COMPLIANCE
 WITH:
 2014 FBC-B 1012.4 CONTINUITY. HANDRAIL GRIPPING
 SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY
 NEWEL POSTS OR OTHER OBSTRUCTIONS.
 1012.7 CLEARANCE. CLEAR SPACE BETWEEN A HANDRAIL AND A
 WALL OR OTHER SURFACE SHALL BE A MINIMUM OF 11/2 INCHES
 (38 MM). A HANDRAIL AND A WALL OR OTHER SURFACE
 ADJACENT TO THE HANDRAIL SHALL BE FREE OF ANY SHARP OR
 ABRASIVE ELEMENTS.
  
 1I) PLEASE PROVIDE A DETAIL SHOWING THE GLASS GUARDRAIL
 AND HANRAIL INCORPORATED INTO THE SYSTEM. SHOW
 COMPLIANCE WITH:
 2014 FBC-B 1012.2 HEIGHT. HANDRAIL HEIGHT, MEASURED
 ABOVE STAIR TREAD NOSINGS, OR FINISH SURFACE OF RAMP
 SLOPE, SHALL BE UNIFORM, NOT LESS THAN 34 INCHES (864
 MM) AND NOT MORE THAN 38 INCHES (965 MM). HANDRAIL
 HEIGHT OF ALTERNATING TREAD DEVICES AND SHIP LADDERS,
 MEASURED ABOVE TREAD NOSINGS, SHALL BE UNIFORM, NOT
 LESS THAN 30 INCHES (762 MM) AND NOT MORE THAN 34
 INCHES (864 MM).
  
 1012.3 HANDRAIL GRASPABILITY. ALL REQUIRED HANDRAILS
 SHALL COMPLY WITH SECTION 1012.3.1 OR SHALL PROVIDE
 EQUIVALENT GRASPABILITY.
  
 1J) GUARDRAILS ARE TO COMPLY WITH2014 FBC-B:
  
 1013.2.1 GLAZING. WHERE GLASS IS USED TO PROVIDE A
 GUARD OR AS A PORTION OF THE GUARD SYSTEM, THE GUARD
 SHALL ALSO COMPLY WITH SECTION 2407. WHERE THE GLAZING
 PROVIDED DOES NOT MEET THE STRENGTH AND ATTACHMENT
 REQUIREMENTS OF SECTION 1607.8, COMPLYING GUARDS SHALL
 ALSO BE LOCATED ALONG GLAZED SIDES OF OPEN-SIDED
 WALKING SURFACES.
  
 1013.3 HEIGHT. REQUIRED GUARDS SHALL NOT BE LESS THAN
 42 INCHES (1067 MM) HIGH, MEASURED VERTICALLY AS
 FOLLOWS:
 1. FROM THE ADJACENT WALKING SURFACES;
 2. ON STAIRS, FROM THE LINE CONNECTING THE LEADING
 EDGES OF THE TREAD NOSINGS
  
 1607.8.1 HANDRAILS AND GUARDS. HANDRAILS AND GUARDS
 SHALL BE DESIGNED TO RESIST A LINEAR LOAD OF 50 POUNDS
 PER LINEAR FOOT (PLF) (0.73 KN/M) IN ACCORDANCE WITH
 SECTION 4.5.1 OF ASCE 7. GLASS HANDRAIL ASSEMBLIES AND
 GUARDS SHALL ALSO COMPLY WITH SECTION 2407.
  
 1607.8.1.1 CONCENTRATED LOAD. HANDRAILS AND GUARDS
 SHALL ALSO BE DESIGNED TO RESIST A CONCENTRATED LOAD OF
 200 POUNDS (0.89 KN) IN ACCORDANCE WITH SECTION 4.5.1
 OF ASCE 7.
  
 2406.4.4 GLAZING IN GUARDS AND RAILINGS. GLAZING IN
 GUARDS AND RAILINGS, INCLUDING STRUCTURAL BALUSTER
 PANELS AND NONSTRUCTURAL IN-FILL PANELS, REGARDLESS OF
 AREA OR HEIGHT ABOVE A WALKING SURFACE SHALL BE
 CONSIDERED A HAZARDOUS LOCATION.
  
  
 SECTION 2407 GLASS IN HANDRAILS AND GUARDS
  
 2407.1 MATERIALS.
 GLASS USED AS A HANDRAIL ASSEMBLY OR A GUARD SECTION
 SHALL BE CONSTRUCTED OF EITHER SINGLE FULLY TEMPERED
 GLASS, LAMINATED FULLY TEMPERED GLASS OR LAMINATED
 HEATSTRENGTHENED GLASS. GLAZING IN RAILING IN-FILL
 PANELS SHALL BE OF AN APPROVED SAFETY GLAZING MATERIAL
 THAT CONFORMS TO THE PROVISIONS OF SECTION 2406.1.1.
 FOR ALL GLAZING TYPES, THE MINIMUM NOMINAL THICKNESS
 SHALL BE 1/4 INCH (6.4 MM). FULLY TEMPERED GLASS AND
 LAMINATED GLASS SHALL COMPLY WITH CATEGORY II OF CPSC
 16 CFR PART 1201 OR CLASS A OF ANSI Z97.1.
  
 2407.1.1 LOADS.
 THE PANELS AND THEIR SUPPORT SYSTEM SHALL BE DESIGNED
 TO WITHSTAND THE LOADS SPECIFIED IN SECTION 1607.8. A
 SAFETY FACTOR OF FOUR SHALL BE USED.
  
 2407.1.2 SUPPORT.
 EACH HANDRAIL OR GUARD SECTION SHALL BE SUPPORTED BY A
 MINIMUM OF THREE GLASS BALUSTERS OR SHALL BE OTHERWISE
 SUPPORTED TO REMAIN IN PLACE SHOULD ONE BALUSTER PANEL
 FAIL. GLASS BALUSTERS SHALL NOT BE INSTALLED WITHOUT AN
 ATTACHED HANDRAIL OR GUARD.
  
 EXCEPTION: A TOP RAIL SHALL NOT BE REQUIRED WHERE THE
 GLASS BALUSTERS ARE LAMINATED GLASS WITH TWO OR MORE
 GLASS PLIES OF EQUAL THICKNESS AND THE SAME GLASS TYPE
 WHEN APPROVED BY THE BUILDING OFFICIAL. THE PANELS
 SHALL BE DESIGNED TO WITHSTAND THE LOADS SPECIFIED IN
 SECTION 1607.8.
  
 1K) MEZZANINE LEVEL SHOWS WHAT APPEARS TO BE A SHOWER,
 PLEASE PROVIDE AN ACCESSIBLE SHOWER. THE CODE MAY NOT
 REQUIRE VERTICAL ACCESSIBLITY BUT IT DOES REQUIRE AN
 ACCESSIBLE SHOWER:
  
 2014 FBC-ACCESSIBILITY CODE 213.3.6 BATHING FACILITIES.
 WHERE SHOWERS ARE PROVIDED, AT LEAST ONE SHOWER
 COMPLYING WITH 608 SHALL BE PROVIDED. SEE THE
 REQUIREMENTS FOR 608.2 TRANSFER TYPE SHOWER
 COMPARTMENTS.
  
 2) SHEET A-2 SHOWS UNDER THE WIND DESIGN THIS BUILDING
 BEING CONSIDERED A HIGHRISE. UNDER THE COMPONENTS AND
 CLADDING THE MEAN ROOF HEIGHT IS 40 FEET? PLEASE
 EXPLAIN HOW THE MEAN ROOF HEIGHT CAN BE 40 FT? THE
 OTHER ISSUE THE PRESSURES GIVEN DO NOT STATE IF THE
 PRESSURES GIVEN ARE IN VULT OR VASD? 107.2.1.3
 ADDITIONAL INFORMATION IS REQUIRED.
  
 3) PLEASE BE AWARE THIS IS A CHANGE OF OCCUPANCY
 FORTHIS UNIT. THERE HAD BEEN A PERMIT ISSUED BUT NO
 WORK EVER TAKE PLACE, NO INSPECTIONS, THE PERMIT WAS
 VOIDED AT THE CONTRACTORS REQUEST. BEFORE A PERMIT TO
 CONSTRUCT, MAY BE ISSUED, IMPACT FEES MUST BE PAID TO
 PALM BEACH COUNTY. THE ACTUAL PERMIT SET OF PLANS MUST
 BE STAMPED BY THAT OFFICE, AND A COPY OF THE PAID
 RECEIPT ATTACHED TO THE PERMIT APPLICATION. PLEASE CALL
 (561)233-5025 FOR MORE INFORMATION.
  
 4) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
 & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS
 NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  

Review Stop E ELECTRICAL
Rev No 2 Status P Date 2016-06-16 Cont ID  
Sent By mvaldes Date 2016-06-16 Time 11:00 Rev Time 0.00
Received By mvaldes Date 2016-06-16 Time 11:00 Sent To  
Notes
***NONE***

Review Stop E ELECTRICAL
Rev No 1 Status F Date 2016-04-11 Cont ID  
Sent By mvaldes Date 2016-04-11 Time 10:41 Rev Time 0.00
Received By mvaldes Date 2016-04-11 Time 10:41 Sent To  
Notes
2016-04-11 10:43:22JOB PERMIT NUMBER: 16040056
 JOB ADDRESS: 610 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 DATE: APRIL 11 2016
  ELECTRICAL PLAN REVIEW COMMENTS
  
 THE PLANS FOR THE ABOVE MENTIONED PERMIT APPLICATION
 HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE EDITION OF
 THE NEC, (NATIONAL ELECTRICAL CODE) AND THE FBC,
 (FLORIDA BUILDING CODE) AS WELL AS THE CITY OF WEST
 PALM BEACH AMENDMENTS IN EFFECT AT THE TIME OF
 SUBMITTAL. BELOW IS A LIST OF THE DEFICIENCIES NOTED.
  
 - PROVIDE AIC CALCULATION TO VERIFY RATING OF OCPD AND
 EQUIPMENT NEC 110.9 , 110.10
 - PROVIDE ARC FLASH HAZARD WARNING LABEL AND AVAILABLE
 FAULT CURRENT MARKING NEC 110.26 , 110.24 ( BEFORE
 FINAL INSPECTION )
 - ELABORATE ON HOW NEW 150 MCB WON?T EXCEED METER STACK
 BUS RATING ( PROVIDE MANUFACTURE SPECS ) AND CONDUCT A
 REVISED SERVICE LOAD CALCULATION TO SHOW THAT MAIN
 DISCONNECT ISN?T BEING EXCEEDED.
 - ACCORDING TO TABLE 9 & ANNEX ?C? THE CONDUIT AND
 CONDUCTOR FILL DOESN?T MATCH THEREFORE RE-ADJUST WIRE
 OR PIPE SIZES. THE 3 3/0 AWG PLUS 1 6 AWG WON?T FIT IN
 A 1 ??? CONDUIT.
 - NEC 210.62 SHOW WINDOWS. AT LEAST ONE RECEPTACLE
 OUTLET SHALL BE INSTALLED WITHIN 18? OF THE TOP OF A
 SHOW WINDOW FOR EVERY 12 LINEAR FT OR MAJOR PORTION
 THEREOF AREA MEASURED HORIZONTALLY.
 - NEC 406.9(B) RECEPTACLES IN WET LOCATIONS. 15 AND 20
 AMPERE, 125 AND 250 VOLT RECEPTACLES INSTALLED IN A WET
 LOCATION SHALL HAVE AN ENCLOSURE THAT IS WEATHERPROOF
 WHETHER OR NOT THE ATTACHMENT PLUG CAP IS INSERTED. ALL
 15 AND 20 AMPERE, 125 AND 250 VOLT NONLOCKING
 RECEPTACLES SHALL BE LISTED WEATHER-RESISTANT TYPE
 ?WR?.
 - NEC 600.5 REQUIRED BRANCH CIRCUIT. EACH COMMERCIAL
 BUILDING AND EACH COMMERCIAL OCCUPANCY ACCESSIBLE TO
 PEDESTRIANS SHALL BE PROVIDED WITH AT LEAST ONE 20 AMP
 DEDICATED OUTLET IN AN ACCESSIBLE LOCATION AT EACH
 ENTRANCE TO EACH TENANT SPACE FOR SIGN OR OUTLINE
 LIGHTING. SERVICE HALLWAYS OR CORRIDORS SHALL NOT BE
 CONSIDERED ACCESSIBLE TO PEDESTRIANS.
  
 PLEASE REVISE YOUR DRAWINGS TO REFLECT THE ABOVE
 MENTIONED DEFICIENCIES.
 WHEN RESUBMITTING, FOR A QUICKER RETURN ON YOUR
 RE-SUBMITTAL, YOU ARE REQUIRED TO PROVIDE A RESPONSE
 LETTER (NARRATIVE) ADDRESSING EACH ITEM ALONG WITH THE
 STANDARD CITY RE-SUBMITTAL FORM. THE NARRATIVE SHOULD
 INCLUDE THE PLAN REVIEWER?S COMMENTS AND YOUR RESPONSE
 OR ACTION TO SAME. ADDITIONALLY, PLEASE INSERT
 CORRECTED PAGES INTO THE SUBMITTAL AND LEAVE THE
 PREVIOUSLY REVIEWED SHEETS FOR COMPARISON.
 CLOUDING THE CHANGES WILL BE GREATLY APPRECIATED.
  
 IF YOU HAVE FURTHER QUESTIONS, PLEASE DON?T HESITATE TO
 CONTACT ME DIRECTLY.
  
 FBC 2014 5TH ED. NEC 2011
 MARIO VALDES
 ELECTRICAL PLAN EXAMINER
 516-805-6713
 [email protected]
  

Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2016-06-02 Cont ID  
Sent By pleduc Date 2016-06-02 Time   Rev Time 0.00
Received By pleduc Date 2016-06-02 Time 09:16 Sent To  
Notes
***NONE***

Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2016-04-07 Cont ID  
Sent By pleduc Date 2016-04-07 Time   Rev Time 0.00
Received By pleduc Date 2016-04-06 Time 16:53 Sent To  
Notes
2016-04-07 11:12:27THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC,
 FIRE MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 PLEASE CONSIDER THE FOLLOWING AS PROVISO:
  
 THESE PROVISO COMMENTS WILL BE VERIFIED AND CONFIRMED
 AT THE TIME OF FIRE INSPECTION. FAILURE TO FOLLOW THESE
 PROVISO COMMENTS WILL RESULT IN A FAILED FIRE
 INSPECTION.
  
 1. SHEET A 1 - A HANDRAIL AT THE WALL AREA OF THE UPPER
 STAIRS IS NOT INDICATED. PLEASE PROVIDE A HANDRAIL AT
 THE WALL AREA OF THE UPPER STAIRS PER NFPA 101, CHAPTER
 7, MEANS OF EGRESS.
  
 2. SHEET A 1 - THE NATURE OF THE REMODEL REQUIRES AN
 EVALUATION OF THE FIRE ALARM AND SPRINKLER SYSTEM FOR
 CODE COVERAGE AND COMPLIANCE. ANY REMOVAL AND/OR
 CONSTRUCTION OF WALLS REQUIRE AN EVALUATION.
 THE LIFE SAFETY SYSTEMS, FIRE ALARM AND/OR FIRE
 SPRINKLER SHALL REMAIN ACTIVE THROUGHOUT THE
 CONSTRUCTION PERIOD.
 ANY AND ALL WORK ON THE FIRE ALARM AND FIRE SPRINKLER
 SYSTEMS SHALL BE DONE UNDER SEPARATE SHOP DRAWINGS AND
 BY CERTIFIED LIFE SAFETY CONTRACTORS.
 ANY TIME THAT WORK ON THE LIFE SAFETY SYSTEMS,
 SPRINKLER AND/OR FIRE ALARM, EXCEEDS 4 HOURS, A FIRE
 WATCH SHALL BE IMPLEMENTED AND MAINTAINED UNTIL FULL
 AND COMPLETE PROTECTION IS RETURNED.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  

Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2016-07-11 Cont ID  
Sent By ccole Date 2016-07-11 Time 10:59 Rev Time 0.00
Received By ccole Date 2016-07-08 Time 15:06 Sent To  
Notes
2016-07-08 15:06:38RESUB ROUTED TO CCOLE

Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2016-07-06 Cont ID  
Sent By jwitmer Date 2016-07-06 Time 08:38 Rev Time 0.00
Received By jwitmer Date 2016-06-29 Time 13:38 Sent To  
Notes
2016-06-29 13:39:01CCOLE'S DESK

Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-06-16 Cont ID  
Sent By mvaldes Date 2016-06-16 Time 11:01 Rev Time 0.00
Received By mvaldes Date 2016-05-26 Time 13:04 Sent To  
Notes
2016-05-27 13:04:28B27

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-05-03 Cont ID  
Sent By tklarge Date 2016-05-03 Time 10:10 Rev Time 0.00
Received By tklarge Date 2016-04-04 Time 11:07 Sent To  
Notes
2016-04-04 11:07:27B27

Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status N Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By   Date 2016-07-06 Time 08:08 Sent To  
Notes
2016-07-06 08:39:14PLANS STAMPED NO FEES DUE.

Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2016-06-03 Cont ID  
Sent By jwitmer Date 2016-06-03 Time 10:38 Rev Time 0.00
Received By jwitmer Date 2016-06-03 Time 10:38 Sent To  
Notes
2016-06-03 10:39:22IMPACT FEES
 BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  

Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2016-04-12 Cont ID  
Sent By jwitmer Date 2016-04-12 Time 15:57 Rev Time  
Received By jwitmer Date   Time   Sent To  
Notes
2016-04-12 15:58:00BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  

Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2016-07-11 Cont ID  
Sent By ccole Date 2016-07-11 Time 10:58 Rev Time 0.00
Received By ccole Date 2016-07-11 Time 14:16 Sent To  
Notes
***NONE***

Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2016-06-30 Cont ID  
Sent By ccole Date 2016-06-30 Time 10:30 Rev Time 0.00
Received By ccole Date 2016-06-30 Time 10:25 Sent To  
Notes
2016-06-30 10:55:173RD REVIEW: FBC 2014 MECHANICAL
 PERMIT #16040056
 6/30/16
  
 1) THE REVISED FAN SCHEDULE INDICATES EF-2 IS FOR
 WORKROOM #2, BUT THE THE PLAN SHOWS IT IN OFFICE #3.
 PLEASE NOTE THAT THE ELECTRICAL PLAN DOES NOT SHOW A
 SWITCH FOR THIS FAN.
  
 2) REQUIRED RETURN AIR FROM OFFICE #3 IS NOT SHOWN ON
 THE PLAN.
  
 3) REFER TO TABLE 403.3 FOOTNOTE B AND CLARIFY HOW THE
 REQUIREMENT FOR NON-RECICULATION OF AIR TO THE BEAUTY
 SALON IS BEING ACHIEVED. ARE THE EXHAUST FANS TO BE
 LINKED TO THE AC SYSTEMS?
  
 4) THE MISSING PAGE #6 OF THE ENERGY CALCULATION FORM
 HAS BEEN SUBMITTED BUT NOT INSERTED INTO THE DOCUMENT.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  

Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2016-06-10 Cont ID  
Sent By ccole Date 2016-06-10 Time 09:53 Rev Time 0.00
Received By ccole Date 2016-06-10 Time 08:39 Sent To  
Notes
2016-06-10 09:57:072ND REVIEW: FBC 2014 MECHANICAL
 PERMIT #16040056
 6/10/16
  
 1) AS PREVIOUSLY NOTED IN THE 1ST REVIEW, THE
 COMPLIANCE SUMMARY DATA FOR THE NEW AC SYSTEM (PAGE 6)
 IS MISSING FROM THE ENERGY GAUGE SUBMITTAL.
  
 2) SHEET A/C-1: THE EXHAUST DUCT FROM THE TOILET ROOM
 CANNOT BE CONNECTED WITH THE DUCT FROM THE SALON-
 SECTION 501.2.
  
 3) A/C-1: PER THE NOTE UNDER THE AIR BALANCE SCHEDULE,
 THE TOILET EXHAUST MUST HAVE A CAPACITY OF 70 CFMS-
 TABLE 403.3 FOOTNOTE E.
  
 4) A-1 & A/C-1: THE FLOOR PLANS FOR THE LOFT ON THESE
 TWO PLAN SHEETS DO NOT MATCH- OFFICE #1 IS NOT SHOWN ON
 THE AC PLAN. PLEASE CLARIFY THE USE OF THE SINKS IN THE
 LOFT OFFICES. ARE THESE ROOMS ACTUALLY SALON ROOMS? WHY
 IS THERE AN EXHAUST FAN IN OFFICE #3? PLEASE NOTE
 EXHAUST FOR OFFICE #1 MAY ALSO BE REQUIRED AND BOTH
 SYSTEMS ADDED TO THE AIR BALANCE CALCULATIONS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  

Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2016-04-11 Cont ID  
Sent By ccole Date 2016-04-11 Time 15:48 Rev Time 0.00
Received By ccole Date 2016-04-11 Time 15:45 Sent To  
Notes
2016-04-11 16:34:121ST REVIEW: FBC 2014 MECHANICAL, ENERGY CONSERVATION
 PERMIT #16040056
 4/11/16
  
 1) PROVIDE AC COOLING AND HEATING CALCULATIONS FOR THE
 NEW CARRIER SYSTEM- SECTION C403.2.1 FBC-14 ENERGY
 CONSERVATION.
 2) THE ENERGY CONSERVATION FORM DOES NOT LIST DATA FOR
 THE AC SYSTEM IN THE COMPLIANCE SUMMARY: IT IS ONLY
 FOUND IN THE INPUT DATA REPORT. A) PLEASE REVIEW AND
 REVISE THE MANDATORY REQUIREMENTS CHECKLIST BEGINNING
 ON PAGE 8 OF THE FORM- MANY OF THE BOXES CHECKED OFF
 ARE NOT APPLICABLE TO THIS PROJECT.
 3) REFER TO TABLE 403.3 FBC-14 MECHANICAL: THE EXHAUST
 RATE FOR BEAUTY SALONS IS 0.6 CFM PER SF, AND THE AIR
 CANNOT BE RECIRCULATED PER FOOTNOTE B. IT APPEARS THAT
 EF-3 AND EF-4 DO NOT HAVE THE CAPACITIES TO MEET THE
 REQUIREMENT. PLEASE SEE SECTION 501.4 AND INDICATE HOW
 MAKE-UP AIR FOR THE EXHAUST WILL BE PROVIDED, AND
 PROVIDE BOTH EXHAUST VENTILATION AND AIR BALANCE
 CALCULATIONS.
 4) SHEET AC-1: REFER TO SECTION C403.2.7.2 FBC-14
 ENERGY CONSERVATION AND REMOVE THE 3/4" CDX PLYWOOD AHU
 PLATFORM IN THE CLOSET- SEE AIR CONDITIONING NOTE #15
 ON SHEET AC-1.
 5) AC-1: INDICATE HOW THE EXTERIOR DOOR FOR THE AC
 CLOSET WILL BE AIR SEALED TO MEET COMPLIANCE WITH
 SECTION C403.2.7.3 FBC-14 ENERGY CONSERVATION.
 6) AC-1: VERIFY THE LOCATION OF THE O/A INTAKE IS IN
 COMPLIANCE WITH SECTION 401.4 FOR REQUIRED CLEARANCES.
 7) AC-1: TYPICALLY, OUTSIDE AIR MAKES UP APPROXIMATELY
 15-20% OF THE SUPPLY AIR OF AN AC SYSTEM, HOWEVER THE
 360 CFMS IS APPROXIMATELY 25% OF THE NEW AC SYSTEM. SEE
 COMMENT #1 ABOVE AND PROVIDE AC CALCULATIONS.
 8) AC-1: THE 14X12 MAIN TRUNK TO THE SECOND FLOOR IS
 UNDERSIZED FOR 1035 CFMS- PLEASE INCREASE TO 14X16.
 8) AC-1: INDICATE THE TOTAL RUN LENGTH OF THE DRYER
 EXHAUST DUCT AND THE METAL GAGE OF THE DUCT- SEE
 SECTION 504. SUBMIT MANUFACTURER'S SPECIFICATIONS FOR
 THE DRYER REVIEWED AND APPROVED BY THE DESIGN
 PROFESSIONAL.
 9) AC-1: REMOVE THE VD NOTE BY THE AIR HANDLER AND
 REPLACE WITH MD (MOTORIZED DAMPER) AS INDICATED IN NOTE
 2 OF THE AC CONTROL SEQUENCE.
 10) AC-1: VERIFY THE LOCATIONS OF THE EXHAUST
 TERMINATIONS ARE IN COMPLIANCE WITH SECTION 501.3.1(3)
 FBC-14 MECHANICAL.
 11) PROVIDE PRIMARY AND SECONDARY CONDENSATE DISPOSAL
 PLANS PER SECTION 307
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
  

Review Stop P PLUMBING
Rev No 2 Status P Date 2016-06-09 Cont ID  
Sent By gjohnson Date 2016-06-09 Time 14:43 Rev Time 0.00
Received By gjohnson Date 2016-06-09 Time 14:43 Sent To  
Notes
2016-06-09 14:48:12REVIEW APPROVED BY GEORGE EARL 0013-B

Review Stop P PLUMBING
Rev No 1 Status F Date 2016-05-03 Cont ID  
Sent By tklarge Date 2016-05-03 Time 10:10 Rev Time 0.00
Received By tklarge Date 2016-05-03 Time 05:53 Sent To  
Notes
2016-05-03 09:25:401) THE WASHER /DRYER SHALL COMPLY WITH SEC.FL. ACCESS.
 CODE SEC.214 & 611. INDICATE SO ON THE PLAN. SHOW THE
 RREQUIRED CLEAR FLOOR SPACE AS REQUIRED BY FAC SEC.305.
 OPERABLE PARTS SHALL CCOMPLY WITH FAC SEC.309 AND THE
 HEIGHT OF TOP LOADING OR FRONT LOADING MACHINES SHALL
 COMPLY WITH FAC SEC.611.4.
 2) THE SINK IN WORKROOM #1 & #2 SHALL COMPLY WITH THE
 FAC SEC.212.1.
 3) THE SINK IN THE COLOR AREA SHALL COMPLY WITH 2014
 FAC SEC.212.3.
 4) THE SHOWER ON THE MEZZANINE LEVEL SHALL COMPLY WITH
 FAC SEC.213, 213.2, 213.3.6 603, 608, 609, 610. PROVIDE
 DETAILS. FBC 107.2.1.
 5) CLARIFY THE TYPE OF WORK TO BE DONE IN WORKROOMS #1
 & #2.FBC 107.2.1.
 6) THE "WASH AREA" IS CONSIDERED A BATHING ROOM AND
 SHALL COMPLY WITH THE FAC SEC.213.2.UNISEX BATHING
 ROOMS SHALL CONTAIN AT A MINIMUM ONE LAVATORY, ONE
 SHOWER AND ONE WATER CLOSET.
 7) THA LAVATORY IN THE WASH AREA SHALL COMPLY WITH THE
 2014 FAC SEC.213.3.4 AND SEC. 606.
 8) THE GROUND FLOOR TOILET ROOM IS NOT SHOWN ON THE
 WATER RISER DIAGRAM. FBC SEC. 107.3.5.1.3.
 9) THE SANITARY RISER ON SHEET P-1 SHOWS A FLAT, DRY
 VENT FOR THE SHAMPOO SINKS WHICH IS NOT PERMITTED. THE
 VENT SHALL CONNECT TO THE HORIZONTAL DRAIN ABOVE THE
 CENTERLINE OF THE HORIZONTAL DRAIN PIPE. 2014 FPC SEC.
 905.3.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  

Review Stop Z ZONING
Rev No 2 Status P Date 2016-05-31 Cont ID  
Sent By ajones Date 2016-05-31 Time 11:36 Rev Time 0.00
Received By ajones Date 2016-05-31 Time 11:36 Sent To  
Notes
***NONE***

Review Stop Z ZONING
Rev No 1 Status P Date   Cont ID  
Sent By   Date 2016-05-02 Time   Rev Time 0.00
Received By   Date 2016-05-02 Time   Sent To  
Notes
***NONE***


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