Plan Review Details - Permit 16020738
Plan Review Stops For Permit 16020738
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2016-05-11 Cont ID  
Sent By jwitmer Date 2016-05-11 Time 14:15 Rev Time 0.00
Received By skennedy Date 2016-05-13 Time 15:39 Sent To  
Notes
2016-05-13 15:40:25I ACCIDENTALLY OVERRODE JIM WITMERS APPROVAL.
2016-05-11 14:15:32ROOFING COMPLETED UNDER 16020738.
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2016-05-11 Cont ID  
Sent By jwitmer Date 2016-05-11 Time 07:15 Rev Time 0.00
Received By jwitmer Date 2016-05-11 Time 06:00 Sent To  
Notes
2016-05-11 07:13:00BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16020738
 ADD: 501 VILLAGE BLVD.
 CONT: MDS BUILDERS
 TEL: 561-241-8990
 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.
  
 3RD REVIEW
 DATE: WED. MAY 11/2016
 ACTION: DENIED
  
 1-4) COMPLIED.
  
 5)SEMI-COMPLIED. ROOFING SUBMITTAL CARLISLE FL 14083-R9
 PRODUCT APPROVAL OVER AN EXISTING STEEL DECK.
  
 5A) COMPLIED. REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL.
  
 5B) 2ND REQUEST . ROOFING SUBMITTAL CARLISLE FL
 14083-R9 PRODUCT APPROVAL OVER AN EXISTING STEEL DECK,
 WITH MECHANICALLY ATTACHED INSULATION, PLATE BONDED
 ROOF COVER, SYSTEM SC-103 TABLE 2C/ SYSTEM C-2, WITH AN
 ALLOWABLE PRESSURE FOR ROOF ZONE 1 OF -52.5 PSF. SEE
 PAGE 21OF 44.
  
 PLEASE NOTE NONE OF THE SUB-SYSTEMS WERE IDENTIFIED AS
 TO WHICH DECK WAS GOING TO BE APPLIED. REVIEW FASTENING
 PATTERNS MAXIMUM DESIGN PRESSURES ALLOWABLE AND IF
 LIMITATION 5.7.
  
  
 6) PLEASE NOTE THE MECHANICAL SHEET 044_M7.1:
  
 6A) 3RD REQUEST. SHEET 036_S2.1 DETAIL A SHOWS THE A/C
 CURB ATTACHMENT BUT THE ANCHORING IS ILLEGIBLE AS FAR
 AS FASTENER AND SPACING. 2014 FBC-M- 301.15 WIND
 RESISTANCE. MECHANICAL EQUIPMENT, APPLIANCES AND
 SUPPORTS THAT ARE EXPOSED TO WIND SHALL BE DESIGNED AND
 INSTALLED TO RESIST THE WIND PRESSURES DETERMINED IN
 ACCORDANCE WITH THE FLORIDA BUILDING CODE, BUILDING.
 NOTE THIS IS A SPECIFIC ATTACHMENT FOR A/C ROOF TOP
 CURBS, NOTHING FOR EXHAUST FANS.
  
  
 THE ROOF MOUNTED EXHAUST FAN DETAIL DOES INDICATE THE
 ANCHORING AT 18 INCHES ON CENTER OR AS RECOMMENDED BY
 THE STRUCTURAL ENGINEER. NOTE ABOVE THE DETAIL IS FOR
 REFERENCE ONLY. TO BE VERIFIED BY A LICENSED STRUCTURAL
 ENGINEER. 2014 FBC-M- 301.15 WIND RESISTANCE.
 MECHANICAL EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE
 EXPOSED TO WIND SHALL BE DESIGNED AND INSTALLED TO
 RESIST THE WIND PRESSURES DETERMINED IN ACCORDANCE WITH
 THE FLORIDA BUILDING CODE, BUILDING.
  
 6B) SEMI ?COMPLIED. 3RD REQUEST. THE MECHANICAL PLAN
 PROVIDES A ROOF TOP CURB DETAIL. THE SAME NOTE APPLIES,
 . NOTE ABOVE THE DETAIL IS FOR REFERENCE ONLY. TO BE
 VERIFIED BY A LICENSED STRUCTURAL ENGINEER. 2014 FBC-M-
 301.15 WIND RESISTANCE. MECHANICAL EQUIPMENT,
 APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO WIND SHALL
 BE DESIGNED AND INSTALLED TO RESIST THE WIND PRESSURES
 DETERMINED IN ACCORDANCE WITH THE FLORIDA BUILDING
 CODE, BUILDING.
  
 7) SEMI-COMPLIED. 3RD REQUEST. SHEET 036_S2.1 THE PLANS
 SHOW THE NEW RTU UNITS ARE GOING TO BE ATTACHED TO THE
 ROOF TOP CURBS. THE STRUCTURAL PLANS DO NOT GIVE THE
 ANCHORING FOR THE ROOF TOP EXHAUST FANS. 044_M7-1 ROOF
 MOUNTED EXHAUST FANS INDICATES ANCHOR FANS TO CURB WITH
 LAG SCREWS PER STRUCTURAL PLANS (NO DETAIL) OR MINIMUM
 OF (2) ON EACH SIDE. THIS DETAIL DOES NOT GIVE THE
 MINIMUM SIZE OF THE LAG SCREW FOR THE INSTALLATION FOR
 LATERAL WIND RESISTANCE.
 2014 FBC-M- 301.15 WIND RESISTANCE. MECHANICAL
 EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO
 WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND
 PRESSURES DETERMINED IN ACCORDANCE WITH THE FLORIDA
 BUILDING CODE, BUILDING.
 8) 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
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2016-03-23 Cont ID  
Sent By jwitmer Date 2016-03-23 Time 09:03 Rev Time 0.00
Received By jwitmer Date 2016-03-23 Time 06:01 Sent To  
Notes
2016-03-23 09:03:31BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16020738
 ADD: 501 VILLAGE BLVD.
 CONT: MDS BUILDERS
 TEL: 561-241-8990
 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.
  
 2ND REVIEW
 DATE: WED. MARCH 23/2016
 ACTION: DENIED
  
 1) SHEET 014_1544-A250 GROUND FLOOR LIFE SAFETY PLAN &
 009_2544-A201 GROUND FLOOR:
  
 1A) COMPLIED. LEVEL OF ALTERATION.
  
 1B) 2ND REQUEST. THE ENGINEER OF RECORD UNDER THE
 COMMENT (1A) WAS TO DETERMINE IF THIS RENOVATION WAS A
 LIMITED STRUCTURAL RENOVATION (LEVEL III LIMITED
 ALTERATION) OR LEVEL III SUBSTANTIAL STRUCTURAL
 ALTERATION REQUIRING THE ENGINEERING EVALUATION AND
 ANALYSIS TO BE COMPLETED OF THE STRUCTURAL FRAMEWORK OF
 THE BUILDING. THE SHEER WORK AREA OF THE 2 FLOORS AND
 ROOF AREA PUT THE LEVEL OF WORK AT 66% OF THE COMBINED
 SQUARE FOOTAGE OF THE 2 FLOORS AND ROOF AREA COMBINED,
 THE QUESTION IS? IS THERE OVER 30 % OF THE TOTAL SQUARE
 FOOTAGE OF THE COMBINED 2 FLOORS AND ROOF AREA OF
 STRUCTURAL ALTERATION? IF NOT THEN THE ALTERATION IS A
 LEVEL III LIMITED. THE LETTER WRITTEN BY JOEL
 MIDDLEBROOKES JR. P.E. PUTS THE ALTERATION AT A
 ALTERATION LEVEL II. PLEASE ALSO NOTE THIS IS A CHANGE
 OF OCCUPANCY AS WELL.
 ORIGINAL COMMENT: 1A) THE PROJECT DATA INDICATES
 ALTERATION LEVEL PER THE EXISTING BUILDING CODE
 CHAPTER 4 LEVEL III. PLEASE INDICATE IF THE ALTERATION
 LEVEL III IS CONSIDERED LIMITED (EXIST. BLDG. CODE
 907.4.3) OR SUBSTANTIAL PER (EXIST. BLDG. CODE
 907.4.2.).
  
 ORIGINAL COMMENT:1B) SHOW COMPLIANCE WITH THE 2014
 EXIST. BLDG. CODE 907.4.1 EVALUATION AND
 ANALYSIS. AN ENGINEERING EVALUATION AND ANALYSIS THAT
 ESTABLISHES THE STRUCTURAL ADEQUACY OF THE
 ALTERED STRUCTURE SHALL BE PREPARED BY A REGISTERED
 DESIGN PROFESSIONAL AND SUBMITTED TO THE CODE
 OFFICIAL.
  
 1C-G) COMPLIED.
  
 1H) BUILDING PROVISO: THE PLANS SHOW THE OFFICE LABELED
 121 A RAISED FLOOR AREA FROM THE REMAINDER OF THE REST
 OF THE FLOOR. 2014 FBC-ACCESS. CODE 201.1.1 VERTICAL
 ACCESSIBILITY EXCEPTION (3). OCCUPIABLE SPACES AND
 ROOMS THAT ARE NOT OPEN TO THE PUBLIC AND THAT HOUSE NO
 MORE THAN FIVE PERSONS, INCLUDING, BUT NOT LIMITED TO
 EQUIPMENT CONTROL ROOMS AND PROJECTION BOOTHS.
 ADVISORY: . ALL NEW AND ALTERED AREAS MUST COMPLY WITH
 THE ADA STANDARDS FOR ACCESSIBLE DESIGN INCLUDING
 REQUIREMENTS FOR ACCESSIBLE ROUTES. WHERE THE ADA
 STANDARDS DO NOT REQUIRE AN ACCESSIBLE ROUTE TO EACH
 AND EVERY LEVEL, THE FLORIDA REQUIREMENT MAY BE WAIVED
 DOWN TO THE REQUIREMENT OF THE ADA STANDARDS. OWNER
 LEAVES THEMSELVES OPEN FOR A ADA LAWSUIT, NOT THROUGH
 THE FLORIDA ACCESSIBILITY CODE!!!!!!!!!!!
  
 1I-1L) COMPLIED
  
 1M) PROVISO: 2ND REQUEST. RESPONSE INDICATES HANDRAILS
 WERE ADDED TO THE RAMP THAT ACCESSES WORK ROOM #3 ON
 SHEETS A201 & A250. SHEET A201 IS CLOUDED BUT NO
 HANDRAILS WORK ROOM AREA # 3 IS RECEDED LOWER THAN THE
 MAIN FLOOR. THE PLANS INDICATE THE USE OF A RAMP TO
 GAIN ENTRY TO THIS WORK AREA. THE PLANS DO NOT INDICATE
 HANDRAILS ALONG THE RAMP AND COMPLIANCE WITH THE 2014
 FBC-ACCESS. 505.2 505.2 WHERE REQUIRED. HANDRAILS SHALL
 BE PROVIDED ON BOTH SIDES OF STAIRS AND RAMPS.
  
 1N) PROVISO: WORK AREA # 3 STAIRS LEADING TO THE
 EXTERIOR, THE DETAIL 5/A804 THE HANDRAIL/ GUARDRAIL
 SYSTEM. THE BOTTOM RETURN OF THE HORIZONTAL HANDRAIL
 EXTENSION (THE BOTTOM) CAN BE NO HIGHER THAN 27 INCHES
 ABOVE FINISH FLOOR TO COMPLY WITH 2014
 FBC-ACCESSIBILITY CODE 307.4.
  
 1O) COMPLIED.
  
 2) SHEET010_1544-A-202 SECOND FLOOR PLAN &
 015_1544-A251 THE SECOND FLOOR LIFE SAFETY PLAN:
  
 2A-D) COMPLIED.
  
 3) COMPLIED.
  
 4) COMPLIED. THE SUBMITTED WINDOW AND DOOR PRODUCT
 APPROVALS MEET THE REQUIRED PRESSURES;
 BLACK MOUNTAIN DOORS NOA 12-0323.04 8080 HMD-1L
 LOUVERED DOOR ?LMI
 E.S. WINDOWS SERIES 9000 OUTSWING FRENCH DOORS NOA
 13-0617.29-LMI
 E.S. WINDOWS SERIES 8000 ALUMINUM WINDOW WALL SYSTEM
 15-0727.05- LMI
 5) ROOFING SUBMITTAL JOHNS MANVILLE JM TPO SINGLE PLY
 ROOFING OVER STEEL DECK NOA 14-0618.04.
  
 5A) COMPLIED. REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL.
  
 5B) 2ND REQUEST . JOHNS MANVILLE JM TPO SINGLE PLY
 ROOFING OVER STEEL DECK NOA 14-0618.04. PLEASE NOTE
 NONE OF THE SUB-SYSTEMS WERE IDENTIFIED AS TO WHICH
 DECK WAS GOING TO BE APPLIED. REVIEW FASTENING PATTERNS
 MAXIMUM DESIGN PRESSURES ALLOWABLE AND IF GENERAL
 LIMITATION 7 OR 9. IF THE SUB-SYSTEM SELECTED INDICATES
 LIMITATION # 7 THEN A FLORIDA P.E. CAN CALCULATED THE
 RAS 117 CALCULATIONS FOR ROOF ZONE 2 (FLAT ROOF). THE
 STRUCTURAL SHEET 037_16029_ S3.0 HAS PRESSURES ONLY FOR
 THE FLAT DECK.
  
 6) PLEASE NOTE THE MECHANICAL SHEET 044_M7.1:
  
 6A) 2ND REQUEST. THE RESPONSE , SEE ATTACHED ANCHORAGE
 DETAIL BY STRUCTURAL ENGINEER. I DON?T SEE ANY
 ATTACHMENTS TO THE COMMENTS. THERE ARE NO OTHER LETTERS
 IN THE FOLDER FOR DOCUMENTS?
 THE ROOF MOUNTED EXHAUST FAN DETAIL DOES INDICATE THE
 ANCHORING AT 18 INCHES ON CENTER OR AS RECOMMENDED BY
 THE STRUCTURAL ENGINEER. NOTE ABOVE THE DETAIL IS FOR
 REFERENCE ONLY. TO BE VERIFIED BY A LICENSED STRUCTURAL
 ENGINEER. 2014 FBC-M- 301.15 WIND RESISTANCE.
 MECHANICAL EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE
 EXPOSED TO WIND SHALL BE DESIGNED AND INSTALLED TO
 RESIST THE WIND PRESSURES DETERMINED IN ACCORDANCE WITH
 THE FLORIDA BUILDING CODE, BUILDING.
  
 6B) 2ND REQUEST. THE RESPONSE , SEE ATTACHED DETAIL BY
 STRUCTURAL ENGINEER. I DON?T SEE ANY ATTACHMENTS TO THE
 COMMENTS. THERE ARE NO OTHER LETTERS IN THE FOLDER FOR
 DOCUMENTS?
 THE MECHANICAL PLAN PROVIDES A ROOF TOP CURB DETAIL.
 THE SAME NOTE APPLIES, . NOTE ABOVE THE DETAIL IS FOR
 REFERENCE ONLY. TO BE VERIFIED BY A LICENSED STRUCTURAL
 ENGINEER. 2014 FBC-M- 301.15 WIND RESISTANCE.
 MECHANICAL EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE
 EXPOSED TO WIND SHALL BE DESIGNED AND INSTALLED TO
 RESIST THE WIND PRESSURES DETERMINED IN ACCORDANCE WITH
 THE FLORIDA BUILDING CODE, BUILDING.
  
 7) 2ND REQUEST. THE RESPONSE , SEE ATTACHED DETAIL BY
 STRUCTURAL ENGINEER. I DON?T SEE ANY ATTACHMENTS TO THE
 COMMENTS. THERE ARE NO OTHER LETTERS IN THE FOLDER FOR
 DOCUMENTS?
 THE PLANS ARE SILENT ALSO HOW THE NEW RTU UNITS ARE
 GOING TO BE ATTACHED TO THE ROOF TOP CURBS. 2014 FBC-M-
 301.15 WIND RESISTANCE. MECHANICAL EQUIPMENT,
 APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO WIND SHALL
 BE DESIGNED AND INSTALLED TO RESIST THE WIND PRESSURES
 DETERMINED IN ACCORDANCE WITH THE FLORIDA BUILDING
 CODE, BUILDING.
  
 8) 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
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2016-03-02 Cont ID  
Sent By jwitmer Date 2016-03-02 Time 16:15 Rev Time  
Received By jwitmer Date 2016-03-02 Time 06:32 Sent To  
Notes
2016-03-02 16:13:00BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16020738
 ADD: 501 VILLAGE BLVD.
 CONT: MDS BUILDERS
 TEL: 561-241-8990
 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: WED. MARCH 03/2016
 ACTION: DENIED
  
 1) SHEET 014_1544-A250 GROUND FLOOR LIFE SAFETY PLAN &
 009_2544-A201 GROUND FLOOR:
 1A) THE PROJECT DATA INDICATES ALTERATION LEVEL PER THE
 EXISTING BUILDING CODE CHAPTER 4 LEVEL III. PLEASE
 INDICATE IF THE ALTERATION LEVEL III IS CONSIDERED
 LIMITED (EXIST. BLDG. CODE 907.4.3) OR SUBSTANTIAL PER
 (EXIST. BLDG. CODE 907.4.2.).
  
 1B) SHOW COMPLIANCE WITH THE 2014 EXIST. BLDG. CODE
 907.4.1 EVALUATION AND ANALYSIS. AN ENGINEERING
 EVALUATION AND ANALYSIS THAT ESTABLISHES THE STRUCTURAL
 ADEQUACY OF THE ALTERED STRUCTURE SHALL BE PREPARED BY
 A REGISTERED DESIGN PROFESSIONAL AND SUBMITTED TO THE
 CODE OFFICIAL.
  
 1C) THE VERTICAL EXIT NEXT TO THE EXTERIOR SERVICE YARD
 DOES NOT SHOW AN EXIT DOORWAY REQUIRED BY FBC-B 1027.1.
  
 1D) THE EXTERIOR EQUIPMENT COURTYARD IS ALSO BEING USED
 AS PART OF THE EXIT DISCHARGE. THERE ARE 3 EXITS THAT
 EMPTY INTO THIS EQUIPMENT SERVICE YARD, THE VERTICAL
 EXIT, CONFERENCE ROOM # 10 AND PORTIONS OF THE OFFICE
 AREA. PLEASE PROVIDE AN EQUIPMENT LAYOUT OF THIS AREA
 WHERE A MINIMUM WIDTH OF 44 INCHES CAN BE MAINTAINED
 FOR SERVING THE EGRESS COURT. 2014 FBC-B 1027.1.
  
 1E) VESTIBULE 137 LEADS INTO BOTH THE WOMEN?S RESTROOM
 140 AND THE MEN?S RESTROOM 139. PLEASE SEE DOORS IN
 SERIES IN THE LADIES RESTROOM DOORS 135 & 140 IN THE
 MEN?S RESTROOM 138 & 139. PLEASE SHOW CODE COMPLIANCE
 WITH THE 2014 FBC-ACCESS. CODE 404.2.6.
  
 1F) BOTH THE WOMEN?S RESTROOM 140 AND THE MEN?S
 RESTROOM 139 BOTH HAVE 6 OR MORE WATER CLOSETS OR
 COMBINATION OF WATER CLOSETS AND URINALS. PLEASE SHOW
 COMPLIANCE WITH;
 2014 FBC-ACCESS. CODE 213.3.1 TOILET COMPARTMENTS.
 WHERE TOILET COMPARTMENTS ARE PROVIDED, AT LEAST ONE
 TOILET COMPARTMENT SHALL COMPLY WITH 604.8.1. IN
 ADDITION TO THE COMPARTMENT REQUIRED TO COMPLY WITH
 604.8.1, AT LEAST ONE COMPARTMENT SHALL COMPLY WITH
 604.8.2 (1-3) WHERE SIX OR MORE TOILET COMPARTMENTS ARE
 PROVIDED, OR WHERE THE COMBINATION OF URINALS AND WATER
 CLOSETS TOTALS SIX OR MORE FIXTURES.
  
 1G) SHEET 009_1544-A201 SHOWS A DETAIL 3/A904 FOR THE
 USE OF ACCORDION DOORS SEPARATING THE CONFERENCE ROOM.
 THIS DETAIL INDICATES THE STRUCTURAL SUPPORT BY OTHERS.
 THE S1.1 SHEET SHOWS LINE OF PARTITION BEAM ABOVE BUT
 NO MENTION OF THE ADDITIONAL STRUCTURAL SUPPORT
 REQUIRED FOR THE FOLDING DOOR SYSTEM. 107.2.1.3
 ADDITIONAL INFORMATION IS REQUIRED. THIS CAN BE IF
 REQUESTED A DEFERRED SUBMITTAL.
  
 107.3.4.2 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.
  
 1H) THE PLANS SHOW THE OFFICE LABELED 121 A RAISED
 FLOOR AREA FROM THE REMAINDER OF THE REST OF THE FLOOR.
 PLEASE SHOE COMPLIANCE WITH THE 2014 FBC-ACCESS. CODE
 201.1.1 VERTICAL ACCESSIBILITY.
  
 1I) THE PLANS SHOW THE OFFICE LABELED 121 A RAISED
 FLOOR AREA FROM THE REMAINDER OF THE REST OF THE FLOOR.
 THE PLANS DO NOT SHOW HANDRAILS ON EITHER PAIRS OF
 STEPS, SHOW COMPLIANCE WITH THE 2014 EXIST. BLDG. CODE
 805.9 HANDRAILS. THE REQUIREMENTS OF SECTIONS 805.9.1
 AND 805.9.2 SHALL APPLY TO HANDRAILS FROM THE WORK AREA
 FLOOR TO, AND INCLUDING, THE LEVEL OF EXIT DISCHARGE.
  
 805.9.1 MINIMUM REQUIREMENT. EVERY REQUIRED EXIT
 STAIRWAY THAT IS PART OF THE MEANS OF EGRESS FOR ANY
 WORK AREA AND THAT HAS THREE OR MORE RISERS AND IS NOT
 PROVIDED WITH AT LEAST ONE HANDRAIL.
  
 805.9.2 DESIGN. HANDRAILS REQUIRED IN ACCORDANCE WITH
 SECTION 805.9.1 SHALL BE DESIGNED AND INSTALLED IN
 ACCORDANCE WITH THE PROVISIONS OF THE FLORIDA BUILDING
 CODE, BUILDING.
  
 2014 FBC ACCESS. CODE 505.10.2 TOP EXTENSIONS AT STAIRS
 AND 505.10.3 BOTTOM EXTENSIONS AT STAIRS.
  
 1J) THE CAFETERIA/ VENDING AREA DOES NOT SHOW
 COMPLIANCE WITH: 2014 FBC- ACCESS. CODE 226.1 WHERE
 DINING SURFACES ARE PROVIDED FOR THE CONSUMPTION OF
 FOOD OR DRINK, AT LEAST 5 PERCENT OF THE SEATING SPACES
 AND STANDING SPACES AT THE DINING SURFACES SHALL COMPLY
 WITH 902.
  
 902.2 CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR SPACE
 COMPLYING WITH 305 POSITIONED FOR A FORWARD APPROACH
 SHALL BE PROVIDED. KNEE AND TOE CLEARANCE COMPLYING
 WITH 306 SHALL BE PROVIDED.
  
 902.3 HEIGHT. THE TOPS OF DINING SURFACES AND WORK
 SURFACES SHALL BE 28 INCHES (710 MM) MINIMUM AND 34
 INCHES (865 MM) MAXIMUM ABOVE THE FINISH FLOOR OR
 GROUND.
  
 1K) PLEASE SEE OFFICE DOOR 151 A INSWING DOOR AND ONLY
 1FOOT ON THE LATCH SIDE OF THE DOOR. THE 2014
 FBC-ACCESS. CODE 404.2.4 MANEUVERING CLEARANCES WILL
 REQUIRE 18 INCHES SEE FIGURE 404.2.4.1(A).
  
 1L) THE RECEPTION AREA 155 HAS A NOTE 13 THAT THE
 RECEPTION AREA IS PART OF THE OFFICE FURNITURE PACKAGE,
 PLEASE NOTE FBC-ACCESS. CODE 902.3 HEIGHT. THE TOPS
 WORK SURFACES SHALL BE 28 INCHES MINIMUM AND 34 INCHES
 MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
  
  
 1M) WORK ROOM AREA # 3 IS RECEDED LOWER THAN THE MAIN
 FLOOR. THE PLANS INDICATE THE USE OF A RAMP TO GAIN
 ENTRY TO THIS WORK AREA. THE PLANS DO NOT INDICATE
 HANDRAILS ALONG THE RAMP AND COMPLIANCE WITH THE 2014
 FBC-ACCESS. 505.2 505.2 WHERE REQUIRED. HANDRAILS SHALL
 BE PROVIDED ON BOTH SIDES OF STAIRS AND RAMPS.
  
 1N) IN THE WORK AREA # 3 THERE ARE STAIRS TO THE
 EXTERIOR OF THE BUILDING PLEASE SHOW COMPLIANCE WITH
 THE 2014 EXIST. BLDG. CODE 805.9 HANDRAILS. THE
 REQUIREMENTS OF SECTIONS 805.9.1 AND 805.9.2 SHALL
 APPLY TO HANDRAILS FROM THE WORK AREA FLOOR TO, AND
 INCLUDING, THE LEVEL OF EXIT DISCHARGE.
  
 805.9.1 MINIMUM REQUIREMENT. EVERY REQUIRED EXIT
 STAIRWAY THAT IS PART OF THE MEANS OF EGRESS FOR ANY
 WORK AREA AND THAT HAS THREE OR MORE RISERS AND IS NOT
 PROVIDED WITH AT LEAST ONE HANDRAIL.
  
 805.9.2 DESIGN. HANDRAILS REQUIRED IN ACCORDANCE WITH
 SECTION 805.9.1 SHALL BE DESIGNED AND INSTALLED IN
 ACCORDANCE WITH THE PROVISIONS OF THE FLORIDA BUILDING
 CODE, BUILDING.
  
 2014 FBC ACCESS. CODE 505.10.2 TOP EXTENSIONS AT STAIRS
 AND 505.10.3 BOTTOM EXTENSIONS AT STAIRS.
  
 1O) NONE OF THE STAIRS SHOW COMPLIANCE WITH THE 2014
 FBC-ACCESS. CODE 307.4 VERTICAL CLEARANCE, ALSO SEE
 FIGURE 307.4.
  
 2) SHEET010_1544-A-202 SECOND FLOOR PLAN &
 015_1544-A251 THE SECOND FLOOR LIFE SAFETY PLAN:
 2A) IN THE MEN?S RESTROOM THERE IS A TOTAL OF COMBINED
 TOTAL OF 7 WATER CLOSETS AND URINALS, PLEASE SHOW
 COMPLIANCE WITH:
 2014 FBC-ACCESS. CODE 213.3.1 TOILET COMPARTMENTS.
 WHERE TOILET COMPARTMENTS ARE PROVIDED, AT LEAST ONE
 TOILET COMPARTMENT SHALL COMPLY WITH 604.8.1. IN
 ADDITION TO THE COMPARTMENT REQUIRED TO COMPLY WITH
 604.8.1, AT LEAST ONE COMPARTMENT SHALL COMPLY WITH
 604.8.2 (1-3) WHERE SIX OR MORE TOILET COMPARTMENTS ARE
 PROVIDED, OR WHERE THE COMBINATION OF URINALS AND WATER
 CLOSETS TOTALS SIX OR MORE FIXTURES.
  
 2B) DOOR 220 THERE IS ONLY 9 INCHES ON THE LATCH SIDE
 OF THE DOOR, PULL SIDE THE 2014 FBC-ACCESS. CODE
 404.2.4.1(A) REQUIRES A MINIMUM OF 18 INCHES.
  
 2C) DOOR 214 THERE IS ONLY APPROXIMATELY 1 FOOT INCHES
 ON THE LATCH SIDE OF THE DOOR, PULL SIDE THE 2014
 FBC-ACCESS. CODE 404.2.4.1(A) REQUIRES A MINIMUM OF 18
 INCHES.
  
 2D) CATWALK 213 HAS A NOTE # 23. A 5 FOOT WIDE X 3 FOOT
 4 INCH HIGH CASED OPENING IN NEW DRYWALL PARTITION.
 MATCH HEAD AND SILL HEIGHT ON THE OPPOSITE SIDE OF THE
 CATWALK. THE PLANS DO NOT INDICATE THE ACTUAL HEIGHT
 FROM THE FINISH FLOOR. IF A GUARDRAIL SYSTEM OR PORTION
 OF THE OPENING NEED TO PROVIDE PROTECTION IN COMPLIANCE
 WITH:
 FBC-B 1013.4 OPENING LIMITATIONS. REQUIRED GUARDS SHALL
 NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4
 INCHES (102 MM) IN DIAMETER FROM THE WALKING SURFACE TO
 THE REQUIRED GUARD HEIGHT.
  
 3) IN THE ABOVE COMMENTS THERE ARE A NUMBER OF
 ACCESSIBILITY CODE ISSUES. UNDER THE 2014 EXISTING
 BUILDING CODE LEVEL II AND LEVEL III BOTH REFER TO THE
 FLORIDA ACCESSIBILITY CODE.
 2014 FBC-ACCESS. CODE 202.4.1 DISPROPORTIONATE COST.
 ALTERATIONS MADE TO PROVIDE AN ACCESSIBLE PATH OF
 TRAVEL TO THE ALTERED AREA WILL BE DEEMED
 DISPROPORTIONATE TO THE OVERALL ALTERATION WHEN THE
 COST EXCEEDS 20% OF THE COST OF THE ALTERATION TO THE
 PRIMARY FUNCTION AREA.
 20% PERCENT OF THE CONTRACT VALUE IS $480,000.00 TO BE
 SPENT IN MAKING ACCESSIBLE UPGRADES. PLEASE NOTE 202.4
 DOES ALLOW YOU TO BACK OUT THE WINDOW AND DOOR PORTION
 OF THE CONTRACT VALUE AND IN DOING SO THE 20% IN
 ACCESSIBLE UPGRADES.
  
 PLEASE SEE THE ORDER OF WHAT TAKES PRIORITY IN
 ACCESSIBLE UPGRADES.
 FBC-ACCESS. CODE. 202.4.2 ACCESSIBLE FEATURES IN THE
 EVENT OF DISPROPORTIONALITY. WHEN THE COST OF
 ALTERATIONS NECESSARY TO MAKE THE PATH OF TRAVEL TO THE
 ALTERED AREA FULLY ACCESSIBLE IS DISPROPORTIONATE TO
 THE COST OF THE OVERALL ALTERATION, THE PATH OF TRAVEL
 SHALL BE MADE ACCESSIBLE TO THE EXTENT THAT IT CAN BE
 MADE ACCESSIBLE WITHOUT INCURRING DISPROPORTIONATE
 COSTS. IN CHOOSING WHICH ACCESSIBLE ELEMENTS TO
 PROVIDE, PRIORITY SHOULD BE GIVEN TO THOSE ELEMENTS
 THAT WILL PROVIDE THE GREATEST ACCESS, IN THE FOLLOWING
 ORDER: (I) AN ACCESSIBLE ENTRANCE; (II) AN ACCESSIBLE
 ROUTE TO THE ALTERED AREA; (III) AT LEAST ONE
 ACCESSIBLE RESTROOM FOR EACH SEX OR A SINGLE UNISEX
 RESTROOM; (IV) ACCESSIBLE TELEPHONES; (V) ACCESSIBLE
 DRINKING FOUNTAINS; AND (VI) WHEN POSSIBLE, ADDITIONAL
 ACCESSIBLE ELEMENTS SUCH AS PARKING, STORAGE, AND
 ALARMS.
  
 4) THE SUBMITTED WINDOW AND DOOR PRODUCT APPROVALS MEET
 THE REQUIRED PRESSURES;
 BLACK MOUNTAIN DOORS NOA 12-0323.04 8080 HMD-1L
 LOUVERED DOOR ?LMI
 E.S. WINDOWS SERIES 9000 OUTSWING FRENCH DOORS NOA
 13-0617.29-LMI
 E.S. WINDOWS SERIES 8000 ALUMINUM WINDOW WALL SYSTEM
 15-0727.05- LMI
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 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.
  
 5) ROOFING SUBMITTAL JOHNS MANVILLE JM TPO SINGLE PLY
 ROOFING OVER STEEL DECK NOA 14-0618.04.
  
 5A) 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 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.
  
 5B) JOHNS MANVILLE JM TPO SINGLE PLY ROOFING OVER STEEL
 DECK NOA 14-0618.04. PLEASE NOTE NONE OF THE
 SUB-SYSTEMS WERE IDENTIFIED AS TO WHICH DECK WAS GOING
 TO BE APPLIED. REVIEW FASTENING PATTERNS MAXIMUM DESIGN
 PRESSURES ALLOWABLE AND IF GENERAL LIMITATION 7 OR 9.
 IF THE SUB-SYSTEM SELECTED INDICATES LIMITATION # 7
 THEN A FLORIDA P.E. CAN CALCULATED THE RAS 117
 CALCULATIONS FOR ROOF ZONE 2 (FLAT ROOF). THE
 STRUCTURAL SHEET 037_16029_ S3.0 HAS PRESSURES ONLY FOR
 THE FLAT DECK.
  
 6) PLEASE NOTE THE MECHANICAL SHEET 044_M7.1:
  
 6A) THE ROOF MOUNTED EXHAUST FAN DETAIL DOES INDICATE
 THE ANCHORING AT 18 INCHES ON CENTER OR AS RECOMMENDED
 BY THE STRUCTURAL ENGINEER. NOTE ABOVE THE DETAIL IS
 FOR REFERENCE ONLY. TO BE VERIFIED BY A LICENSED
 STRUCTURAL ENGINEER. 2014 FBC-M- 301.15 WIND
 RESISTANCE. MECHANICAL EQUIPMENT, APPLIANCES AND
 SUPPORTS THAT ARE EXPOSED TO WIND SHALL BE DESIGNED AND
 INSTALLED TO RESIST THE WIND PRESSURES DETERMINED IN
 ACCORDANCE WITH THE FLORIDA BUILDING CODE, BUILDING.
  
 6B) THE MECHANICAL PLAN PROVIDES A ROOF TOP CURB
 DETAIL. THE SAME NOTE APPLIES, . NOTE ABOVE THE DETAIL
 IS FOR REFERENCE ONLY. TO BE VERIFIED BY A LICENSED
 STRUCTURAL ENGINEER. 2014 FBC-M- 301.15 WIND
 RESISTANCE. MECHANICAL EQUIPMENT, APPLIANCES AND
 SUPPORTS THAT ARE EXPOSED TO WIND SHALL BE DESIGNED AND
 INSTALLED TO RESIST THE WIND PRESSURES DETERMINED IN
 ACCORDANCE WITH THE FLORIDA BUILDING CODE, BUILDING.
  
 7) THE PLANS ARE SILENT ALSO HOW THE NEW RTU UNITS ARE
 GOING TO BE ATTACHED TO THE ROOF TOP CURBS. 2014 FBC-M-
 301.15 WIND RESISTANCE. MECHANICAL EQUIPMENT,
 APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO WIND SHALL
 BE DESIGNED AND INSTALLED TO RESIST THE WIND PRESSURES
 DETERMINED IN ACCORDANCE WITH THE FLORIDA BUILDING
 CODE, BUILDING.
  
 8) 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
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2016-03-21 Cont ID  
Sent By albarran Date 2016-03-21 Time 18:27 Rev Time 0.00
Received By albarran Date 2016-03-18 Time 12:04 Sent To  
Notes
2016-03-21 18:28:463/21/16 ALL PREVIOUSLY ADDRESSED ISSUES HAVE BEEN
 SATISFACTORILY CORRECTED.. MA
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2016-03-01 Cont ID  
Sent By albarran Date 2016-03-01 Time 17:19 Rev Time 0.00
Received By albarran Date 2016-03-01 Time 10:37 Sent To  
Notes
2016-03-01 17:19:381ST ELECTRICAL REVIEW
 REVIEWED FOR COMPLIANCE WITH:
 5TH EDITION OF THE FBC 2014
 2011 EDITION OF THE NEC
  
 CORRECTIONS REQUIRED:
 SHEET E2.1
 1. CONFERENCE ROOM 104 MISSING EMERGENCY LIGHTING.
 2. CORRIDOR BETWEEN MAIN WORK AREAS 1 & 2 REQUIRES
 LIGHTING.
 3. CONFERENCE ROOM 156 MISSING EMERGENCY LIGHTING.
 4. THIS CORRIDOR AREA IS UNDEFINED AND MAY REQUIRE
 EMERGENCY LIGHTING.
 5. KEY NOTE 1 REFERS TO SHEET E0.1 WHICH IS MISSING.
 LIGHTING DETAIL IS REQUIRED TO VERIFY COMPLIANCE WITH
 THE FBC-EC405.2.2.1 LIGHT REDUCTION (DIMMING) AND
 FBC-EC405.2.2.3 DAYLIGHT ZONE CONTROL.
 6. PER NEC 110.26(D) THE OCCUPANCY SENSOR IS PROHIBITED
 IN THE ELECTRIC EQUIPMENT ROOM. ELECTRIC ROOM 157
 7. THIS LABEL APPEARS TO BE FOR THE ELECTRIC ROOM. NO
 STORAGE ALLOWED IN ELECTRIC ROOM. RENAME THIS
 ACCORDINGLY. STG. 157
 8. SAME AS NOTE 6 ABOVE. ELECTRIC ROOM 109.
 9. SAME AS NOTE 6 ABOVE. MAIN ELECTRICAL ROOM
 10. SAME AS NOTES 6 & 7 ABOVE. STG. 130
 SHEET E2.2
 1. SEE NOTE 5: KEY NOTE 1 REFERS TO SHEET E0.1 WHICH IS
 MISSING. LIGHTING DETAIL IS REQUIRED TO VERIFY
 COMPLIANCE WITH THE FBC-EC405.2.2.1 LIGHT REDUCTION
 (DIMMING) AND FBC-EC405.2.2.3 DAYLIGHT ZONE CONTROL.
 2. CONFERENCE ROOM 219 MISSING EMERGENCY LIGHTING.
 3. CONFERENCE ROOM 224 MISSING EMERGENCY LIGHTING.
 4. STAIRWELL MISSING EMERGENCY LIGHTING.
 5. SEE NOTE 6 E2.1 PER NEC 110.26(D) THE OCCUPANCY
 SENSOR IS PROHIBITED IN THE ELECTRIC EQUIPMENT ROOM.
 ELECTRIC ROOM 212
 SHEET E3.1
 1. PER NEC 210.8(B)5 ALL RECEPTACLES WITHIN 6? OF THE
 SINK SHALL BE GFCI PROTECTED. BREAK ROOM
 2. PER NEC 210.8(B)5 ALL RECEPTACLES WITHIN 6? OF THE
 SINK SHALL BE GFCI PROTECTED. CAFETERIA/VENDING AREA.
 SHEET E3.3
 1. 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?.
 SHEET E6.1
 1. NEC 110.16 ARC-FLASH HAZARD WARNING: ELECTRICAL
 EQUIPMENT IN OTHER THAN DWELLING UNITS LIKELY TO
 REQUIRE SERVICED WHILE ENERGIZED SHALL BE FIELD MARKED
 TO WARN AGAINST POTENTIAL ARC-FAULT HAZARDS.
 2. NEC 110.24 THE MAXIMUM AVAILABLE FAULT CURRENT
 DURABLY MARKED AND DATED ON ALL NON-DWELLING ELECTRICAL
 APPARATUS.
 3. NEC 408.4(B) ALL SWITCHBOARDS AND PANELBOARDS
 SUPPLIED BY A FEEDER IN OTHER THAN A ONE OR TWO FAMILY
 DWELLING SHALL BE MARKED TO INDICATE THE LOCATION AND
 TYPE OF THE SOURCE OF POWER.
  
 WHEN RESUBMITTING, FOR A QUICKER RETURN ON YOUR
 RE-SUBMITTAL, PLEASE PROVIDE A RESPONSE LETTER
 (NARRATIVE) ADDRESSING EACH ITEM AND THE PAGE NUMBER
 WHERE THE CORRECTIONS APPEAR ALONG WITH THE STANDARD
 CITY RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PAGES INTO THE SUBMITTAL PACKAGE. MARK VOID
 AND LEAVE THE PREVIOUSLY REVIEWED SHEETS FOR
 COMPARATIVE REVIEW. CLOUDING THE CHANGES WILL BE
 GREATLY APPRECIATED.
  
 IF YOU HAVE FURTHER QUESTIONS, PLEASE DON?T HESITATE TO
 CONTACT ME DIRECTLY.
  
 THANK YOU,
 MIKE ALBARRAN
 ELECTRICAL PLANS EXAMINER
 PH: 561-805-6746
 EMAIL: [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2016-03-21 Cont ID  
Sent By scaldero Date 2016-03-21 Time 16:27 Rev Time 0.00
Received By scaldero Date 2016-03-21 Time 16:17 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2016-03-03 Cont ID  
Sent By scaldero Date 2016-03-03 Time 09:26 Rev Time 0.00
Received By scaldero Date 2016-03-03 Time 09:15 Sent To  
Notes
2016-03-03 09:26:12PERMIT #16020738
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 FAILED COMMENTS:
  
 1) ADDRESS ALL PLAN REVIEW COMMENTS LISTED UNDER
 BUILDING AND ELECTRICAL.
  
 2) UPDATE THE CODE LIST TO REFERENCE THE 5TH EDITION OF
 THE FLORIDA FIRE PREVENTION CODE WHICH CONTAINS THE
 2012 EDITION OF BOTH NFPA 1 AND NFPA 101 WITH FLORIDA
 AMENDMENTS.
  
 3) CONFERENCE ROOMS 8, 9, & 10, AND THE CAFETERIA SHALL
 HAVE THE OCCUPANT LOAD OF THE ROOM POSTED IN A
 CONSPICUOUS PLACE NEAR THE MAIN EXIT FROM THE ROOM.
 SIGNS SHALL BE DURABLE AND INDICATE THE NUMBER OF
 OCCUPANTS PERMITTED FOR EACH ROOM.
  
 4) PROVIDE DRAWING NOTE INDICATING, ?FIRE PROTECTION
 SYSTEMS SHALL REMAIN ACTIVE DURING DEMOLITION AND
 RENOVATION ACTIVITIES. IN THE EVENT A FIRE PROTECTION
 SYSTEM IS OUT OF SERVICE FOR MORE THAN 4-HOURS IN A
 24-HOUR PERIOD, THE BUILDING SHALL BE PLACED UNDER A
 FIRE WATCH. ALL FIRE WATCH REQUESTS MUST BE SUBMITTED
 BY EMAIL ([email protected]) OR IN WRITING (FAX:
 561-804-4774) AND APPROVED BY THE OFFICE OF THE FIRE
 MARSHAL LOCATED AT 500 NORTH DIXIE HIGHWAY.?
  
 5) SEPARATE PLANS AND PERMITS ARE REQUIRED FOR THE
 INSTALLATION OR MODIFICATION OF THE FIRE SPRINKLER
 SYSTEM AND/OR FIRE ALARM SYSTEM.
  
  
 SUE ELLEN CALDERON
 ASSISTANT FIRE MARSHAL
 FIRE INVESTIGATOR & INSPECTOR
 OFFICE OF THE FIRE MARSHAL
 WEST PALM BEACH FIRE RESCUE
 [email protected]
 (561) 804-4751
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2016-05-11 Cont ID  
Sent By jwitmer Date 2016-05-11 Time 14:31 Rev Time 0.00
Received By jwitmer Date 2016-05-11 Time 14:01 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2016-05-11 Cont ID  
Sent By jwitmer Date 2016-05-11 Time 07:15 Rev Time 0.00
Received By jwitmer Date 2016-04-13 Time 11:08 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-03-30 Cont ID  
Sent By gjohnson Date 2016-03-30 Time 16:10 Rev Time 0.00
Received By gjohnson Date 2016-03-16 Time 17:22 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-03-11 Cont ID  
Sent By ccole Date 2016-03-11 Time 16:25 Rev Time 0.00
Received By ccole Date 2016-02-26 Time 16:41 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2016-04-22 Cont ID  
Sent By ccole Date 2016-04-19 Time 07:53 Rev Time 0.00
Received By ccole Date 2016-04-19 Time 07:53 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2016-03-29 Cont ID  
Sent By ccole Date 2016-03-22 Time 14:37 Rev Time 0.00
Received By ccole Date 2016-03-22 Time 14:40 Sent To  
Notes
2016-03-22 14:44:492ND REVIEW: FBC 2014 MECHANICAL
 PERMIT #16020738
 3/22/16
  
 SOME OF THE COMMENTS FROM THE 1ST REVIEW STILL EXIST. I
 HAVE REPRINTED THEM BELOW WITH SOME MODIFCATIONS:
  
 2) M2.1: IT APPEARS THAT MAIN DUCT DROP SYMBOLS ARE
 MISSING FOR RTU'S 1 & 6.
 3) M2.2: RTU-2 IS MISLABELED AS RTU-5.
 4) M2.2: THE PLAN SHEET IS MISLABELED AS "2ND FLOOR
 DOMESTIC WATER PLAN".
 6) PROVIDE WIND LOAD ENGINEERING FOR TIE DOWN OF THE
 RTU'S, EXHAUST FANS, AND THE CURBS- SEE STRUCTURAL
 COMMENTS AND SECTION 301.15 FBC-10 MECHANICAL.
 7) INDICATE IF A ROOF LADDER OR OTHER MEANS IS EXISTING
 FOR ACCESS TO THE ROOF TOP EQUIPMENT- SECTION 306.5.
 8) PROVIDE SHUTOFF DAMPER CONTROLS FOR THE O/A INTAKES-
 SECTION C403.2.4.4 FBC-14 ENERGY CONSERVATION.
 9) REFER TO SECTION C408 FBC-14 ENERGY CONSERVATION:
 COMMISSIONING OF THE MECHANICAL AND ELECTRICAL POWER
 AND LIGHTING SYSTEMS IS REQUIRED. PLEASE REVIEW ALL
 SUB-SECTIONS AND SUBMIT A COMMISSIONING PLAN PER
 SECTION C408.2.1.
 10) THERE ARE 11 AC SYSTEMS SHOWN ON THE PLANS
 EXCLUDING THE EXISTING SYSTEM, HOWEVER THERE ARE ONLY
 10 SYSTEMS ACCOUNTED FOR IN THE ENERGY CONSERVATION
 FORM, AND MANY OF THE BTUH CAPACITIES FOR THE SYSTEMS
 LISTED IN THE CALCS DON'T MATCH THE CAPACITIES OF
 LISTED IN THE SCHEDULE.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2016-03-11 Cont ID  
Sent By ccole Date 2016-03-11 Time 15:29 Rev Time 0.00
Received By ccole Date 2016-03-11 Time 15:29 Sent To  
Notes
2016-03-11 15:34:291ST REVIEW: FBC 2014 MECHANICAL
 PERMIT #16020738
 3/11/16
  
 1) DUCT SMOKE DETECTORS ARE REQUIRED IN THE RETURN AIR
 SYSTEMS OF RTU'S 1, 2, 3, 4, 7, 8, 9, 10, 11 PER
 SECTION 606.2.1. PROVIDE AN INSTALLATION DETAIL ON THE
 PLAN AND INDICATE HOW THE DEVICES WILL BE SUPERVISED-
 SECTION 606.4.1.
 2) M2.1: IT APPEARS THAT MAIN DUCT DROP SYMBOLS ARE
 MISSING FOR RTU'S 1 & 2.
 3) M2.2: RTU-2 IS MISLABELED AS RTU-5.
 4) M2.2: THE PLAN SHEET IS MISLABELED AS "2ND FLOOR
 DOMESTIC WATER PLAN".
 5) PROVIDE A MECHANICAL ROOF PLAN SHOWING THE LOCATIONS
 OF ALL RTU'S, EXHAUST FANS, AND AIR INTAKE OPENINGS.
 6) PROVIDE WIND LOAD ENGINEERING FOR TIE DOWN OF THE
 RTU'S, EXHAUIST FANS, AND THE CURBS- SEE STRUCTURAL
 COMMENTS AND SECTION 301.15 FBC-10 MECHANICAL.
 7) INDICATE IF A ROOF LADDER OR OTHER MEANS IS EXISTING
 FOR ACCESS TO THE ROOF TOP EQUIPMENT- SECTION 306.5.
 8) PROVIDE SHUTOFF DAMPER CONTROLS FOR THE O/A INTAKES-
 SECTION C403.2.4.4 FBC-14 ENERGY CONSERVATION.
 9) REFER TO SECTION C408 FBC-14 ENERGY CONSERVATION:
 COMMISSIONING OF THE MECHANICAL AND ELECTRICAL POWER
 AND LIGHTING SYSTEMS IS REQUIRED. PLEASE REVIEW ALL
 SUB-SECTIONS AND SUBMIT A COMMISSIONING PLAN PER
 SECTION C408.2.1.
 10) THERE ARE 12 AC SYSTEMS SHOWN ON THE PLANS
 EXCLUDING THE EXISTING SYSTEM, HOWEVER THERE ARE ONLY
 10 SYSTEMS ACCOUNTED FOR IN THE ENERGY CONSERVATION
 FORM.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 3 Status P Date 2016-04-27 Cont ID  
Sent By gjohnson Date 2016-04-27 Time 10:04 Rev Time 0.00
Received By gjohnson Date 2016-04-27 Time 10:04 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2016-03-30 Cont ID  
Sent By gjohnson Date 2016-03-30 Time 15:02 Rev Time 0.00
Received By gjohnson Date 2016-03-29 Time 15:29 Sent To  
Notes
2016-03-30 16:09:56PLUMBING COMMENTS:
  
 1. TOILET PAPER DISPENSER IS TO BE MEASURED TO
 CENTERLINE OF DISPENSER .PER FBC ACC. SEC. 604.7
  
 2. ACCESSIBLE TOILETS ARE TO BE MEASURED CENTER TO SIDE
 WALL 16" MIN. TO 18" MAX. PER FRBC ACC. SEC. 604.2
  
 3. SHT. A802 ACCESSIBLE TOILET ROOMS FOR 139-140 SHOWS
 THE LAV ENCROACHING ON THE 60:X59 CLEAR FLOOR SPACE FOR
 TOILET IT SHALL COMPLY WITH FBC ACC SEC. 604.8.1.1
  
 4. SHT.A 902 WALLS AND PARTITIONS WITHIN 2 FEET OF
 SERVICE SINKS,URINALS, AND WATER CLOSETS SHALL HAVE A
 SMOOTH, HARD, NONABSORBENT SURFACE TO A HEIGHT OF NOT
 LESS THAN FOUR FEET ABOVE THE FLOOR PER FBC SEC.604.2
 SECOND REQUEST
  
 5. SUBMIT MANUFACTURERS SPECIFICATIONS AND INSTALLATION
 INSTRUCTIONS FOR THE ROOF PIPING SUPPORTS BY MIRO
 INDUSTRIES AND THE MIAMI DADE APPROVAL FOR THE TAM- PRO
 801 ROOF CEMENT. PER WPB AMEND. TO FBC 107.2.1.3 SECOND
 REQUEST
  
 6. SHT. P5.1 THE SANITARY RISER FOR ROOM #140 FOR THE
 WATER CLOSET THE BANK OF LAVATORIES AND MOP SINK DOES
 NOT COMPLY WITH FBC PL SEC.912 THE WATER CLOSET NEEDS
 TO BE INDIVIDUALLY VENTED TOO COMPLY.
  
  
 2ND REVIEW: FBC 2014
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2016-03-08 Cont ID  
Sent By tklarge Date 2016-03-08 Time 08:22 Rev Time 0.00
Received By tklarge Date 2016-03-07 Time 06:32 Sent To  
Notes
2016-03-08 05:33:571) PROVIDE THE INSIDE CLEAR DIMWNSIONS OF THE
 ACCESSIBLE TOILET COMPARTMENTS IN ROOMS # 139 & 140 AND
 204 & 205. THE MINIMUM WIDTH SHALL BE 85 INCHES. 86
 INCHES ALLOWS FOR TOLERANCE. COMPLY WITH FAC SEC.
 604.8.1.
 2) AT LEAST ONE AMBULATORY STALL COMPLYING WITH 2014
 FL. ACCESSIBILITY CODE SEC.604.8.2 IS REQUIRED WHERE
 SIX OR MORE TOILET COMPARTMENTS ARE PROVIDED, OR WHERE
 THE COMBINATION OF URINALS AND WATER CLOSETS TOTALS SIX
 OR MORE FIXTURES. FAC SEC. 213.3.1. SEE ROOMS #139 &
 140 AND ROOM #204.
 3) THE HI SIDE DRINKING FOUNTAIN IN ROOM #115 SHALL
 COMPLY WITH FAC SEC.307.2. AN OPTIONAL SKIRT MAY BE
 REQUIRED TO KEEP THE LEADING EDGE BELOW 27 INCHES,
 4) TOILET PAPER DISPENSERS IN THE ACCESSIBLE TOILET
 RROOMS AND TOILET COMPARTMENTS SHALL BE INSTALLED IN
 ACCORDANCE WITH THE 2014 FAC SEC.604.7.
 5) THE GRAB BARS SHALL BE MEASURED TO THE TOP OF THE
 GRIPPING SURFACE PER THE FAC SEC. 609.4. SHOW THIS ON
 THE MOUNTING HEIGHT DETAILS.
 6) SHTS. A801, 802, & 803 SHOW THE CENTERLINE OF THE
 WATER CLOSET AS 20 INCHES FROM THE ADJACENT WALL. THE
 WATER CLOSET SHALL BE LOCATED 16"-18" FROM THE ADJACENT
 WALL. 2014 FAC SEC.604.2.
 7) SHT. A 902 - WALLS AND PARTITIONS WITHIN 2 FEET OF
 SERVICE SINKS, URINALS AND WATER CLOSETS SHALL HAVE A
 SMOOTH, HARD, NONABSORBENT SURFACE TO A HEIGHT OF NOT
 LESS THAN FOUR FEET ABOVE THE FLOOR PER 2014 FBC
 SEC.1210.2.2.
 8) SUBMIT MANUFACTURER'S SPECIFICATIONS AND
 INSTALLATION INSTRUCTIONS FOR THE ROOF PIPING SUPPORTS
 BY MIRO INDUSTRIES AND THE MIAMI - DADE APPROVAL FOR
 THE TAM-PRO 801 ROOF CEMENT .
 9) SHT. P5.1 - THE SANITARY RISER FOR ROOM #140 FOR THE
 WATER CLOSET AND BANK OF LAVATORIES DOES NOT COMPLY
 WITH 2014 FPC SEC.912 FOR A HORIZONTAL WET VENT.
 INDIVIDUALLY VENTING WATER CLOSET WC-2 WILL SOLVE THIS
 ISSUE.
 10) SHT. P5.1 - THE SANITARY RISER FOR TOILET ROOMS
 #139 & #140 DOES NOT COMPLY WITH 2014 FPC SEC.914 FOR A
 CIRCUIT VENT.
 11) SHT. P5.1.THE SECOND FLOOR SANITARY PLAN VIEW
 DRAWING DOES NOT CORRELATE WITH THE RISER. REFER TO THE
 LAVATORIES IN THE WOMEN'S RESTROOM.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status P Date 2016-05-13 Cont ID  
Sent By skennedy Date 2016-05-13 Time 15:39 Rev Time 0.00
Received By skennedy Date 2016-05-13 Time 15:39 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status F Date 2016-05-11 Cont ID  
Sent By jwitmer Date 2016-05-11 Time 14:31 Rev Time 0.00
Received By jwitmer Date 2016-05-11 Time 14:31 Sent To  
Notes
2016-05-11 14:31:242ND REVIEW TODAY: MISSING ELECTRONIC SIGNATURES:
 002_SURVEY
 030_S0.1
 031_S0.2
 037_S3.0
 038_S4.0
 066_L1: LANDSCAPE
  
 61G15-23.005 PROCEDURES FOR SIGNING AND SEALING
 ELECTRONICALLY TRANSMITTED PLANS, SPECIFICATIONS,
 REPORTS OR OTHER DOCUMENTS.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2016-05-11 Cont ID  
Sent By jwitmer Date 2016-05-11 Time 07:30 Rev Time 0.00
Received By jwitmer Date 2016-05-11 Time 07:04 Sent To  
Notes
2016-05-11 07:43:25MISSING ELECTRONIC SIGNATURES:
 002_SURVEY
 030_S0.1
 031_S0.2
 037_S3.0
 038_S4.0
 066_L1: LANDSCAPE
  
 61G15-23.005 PROCEDURES FOR SIGNING AND SEALING
 ELECTRONICALLY TRANSMITTED PLANS, SPECIFICATIONS,
 REPORTS OR OTHER DOCUMENTS.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status P Date 2016-03-29 Cont ID  
Sent By skennedy Date 2016-03-29 Time 13:40 Rev Time 0.00
Received By skennedy Date 2016-03-29 Time 13:40 Sent To  
Notes
2016-03-29 13:40:44V1 & V2 ARE GOOD.


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