Plan Review Details - Permit 20030581
Plan Review Stops For Permit 20030581
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 2 Status P Date 2020-06-10 Cont ID  
Sent By shill Date 2020-06-10 Time 16:41 Rev Time 0.00
Received By shill Date 2020-06-10 Time 16:41 Sent To  
Notes
***NONE***
Review Stop ASBESTOS CONFIRM RPT SENT TO PBC HEALTH
Rev No 1 Status F Date 2020-05-05 Cont ID  
Sent By jwitmer Date 2020-05-05 Time 08:04 Rev Time 0.00
Received By jwitmer Date 2020-05-05 Time 06:47 Sent To  
Notes
2020-05-05 08:04:20ASBESTOS COMMERCIAL. PLEASE PROVIDE A SIGNED
 ACKNOWLEDGEMENT FROM THE CONTRACTOR, ON LETTERHEAD,
 STATING THAT THE INSTRUCTIONS ON THE WEBSITE OF
 ASBESTOS PROGRAM COORDINATOR, FLORIDA DEPARTMENT OF
 HEALTH PALM BEACH COUNTY WILL BE FOLLOWED AND THAT
 NOTIFICATION WILL BE GIVEN TIMELY. ADDITIONAL
 INFORMATION REGARDING ASBESTOS REQUIREMENTS CAN BE
 FOUND ON THEIR WEBSITE:
  
 HTTP://PALMBEACH.FLORIDAHEALTH.GOV/PROGRAMS-AND-SERVICE
 S/ENVIRONMENTAL-HEALTH/AIR-QUALITY/ASBESTOS-DEMOLITION-
 RENOVATION.HTML
 19120504
 THE CONTRACTOR ACKNOWLEDGEMENT CAN BE SENT VIA EMAIL TO
 [email protected]. THE INFORMATION SHOULD BE IN PDF
 FORMAT AS AN ATTACHMENT TO THE EMAIL. PLEASE INCLUDE
 THE PERMIT NUMBER AND ?ASBESTOS? IN THE SUBJECT LINE.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2020-07-12 Cont ID  
Sent By jwitmer Date 2020-07-12 Time 15:57 Rev Time 0.00
Received By jwitmer Date 2020-07-12 Time 15:33 Sent To  
Notes
2020-07-12 16:08:33BUILDING PROVISO:
 SHEET A-103. THE CONDENSING UNIT STAND IS TO CARRY AN
 NOA OR HAVE A
 STTRUCTURAL WIND LOADING ANALYSIS COMPLETE WITH
 ATTACHMENT DETAILS. THE
 UNIT TO STAND AND STAND TO ROOF ATTACHMENT SHALL BE PER
 THE NOA OR STRUCTURAL
 ENGINEERING CALCULATION/ INSTRUCTIONS. THE NOA OR
 STRUCTURAL CALCULATIONS
 MUST BE PROVIDED TO THE ENGINEER OF RECORD FOR APPROVAL
 AND TOTHE BUILDING
 DEPARTMENT FOR APPROVAL PRIOR TO CALLING FOR THE FIRST
 INSPECTION.
 BUILD. REVIEW J. WITMER
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2020-06-12 Cont ID  
Sent By jwitmer Date 2020-06-12 Time 13:32 Rev Time 0.00
Received By jwitmer Date 2020-06-12 Time 13:01 Sent To  
Notes
2020-06-12 13:32:472017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20030581
 ADD: 301 N. OLIVE AVE. 4TH FLOOR
 CONT: ROBLING ARCHITECTURE CONSTRUCTION
 TEL: 561-649-6705
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: TUESDAY MAY 5TH/ 2020 / NOTES DID NOT TRANSFER
 OVER INTO COMMUNITY PLUS FROM 1ST REVIEW. 6/12/2020.
 ACTION: DENIED
  
 1) SHEET A-103 NOTE # 6 INDICATES A NEW ROOF TOP
 CONDENSING UNIT SEE MECHANICAL SHEETS. SHEET M-6NOTE #
 1 STATES THE NEW CONDENSING UNIT SHALL BE 180 MPH WIND
 RATED. SHEET M-7 NOTE # 3 STATES THAT THE UNIT
 ATTACHMENT TO CONCRETE PAD PER THE MANUFACTURERS
 SPECIFICATIONS, STAND SHALL HAVE A MIAMI-DADE NOA.
 SHEET M-7 NOTE # 4 STATES ENGINEERED TIE-DOWN
 INSTALLATION REQUIRED.
  
 1A) THE PLANS DO NOT INDICATE HOW THE CONDENSING UNIT
 WILL BE ANCHORED TO THE CONDENSING STAND. FOR ALL ROOF
 TOP EQUIPMENT, CURBS, FANS OR A/C STANDS, AND OR VENTS,
 DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL
 AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE.
  
 2017 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
 MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
 METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
 EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
 AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES.
 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
 OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
 SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
 LOADS.
  
 1B) THE SHEET M-6 STATES THE WIND SPEED IS TO BE
 DESIGNED TO 180 MPH (VULT). 2017 FBC-B 1603.1.4 WIND
 DESIGN DATA. THE FOLLOWING INFORMATION RELATED TO WIND
 LOADS SHALL BE SHOWN, REGARDLESS OF WHETHER WIND LOADS
 GOVERN THE DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM
 OF THE STRUCTURE:
 1B)(1.) ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND
 GUST), MILES PER HOUR AND NOMINAL DESIGN WIND SPEED,
 VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1.
 1B)(2.) RISK CATEGORY.
 1B)(3.) WIND EXPOSURE. APPLICABLE WIND DIRECTION IF
 MORE THAN ONE WIND EXPOSURE IS UTILIZED. TABLE
 1609.7.2. HEIGHT AND EXPOSURE. ASCE 7-10 TABLE 30.3.1.
 1B)(4.) APPLICABLE INTERNAL PRESSURE COEFFICIENT.
 1B)(5.) DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENTS AND CLADDING MATERIALS SPECIFICALLY DESIGNED
 BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR
 THE DESIGN OF THE STRUCTURE, PSF.
 1)(6) TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE BUILDING
 FOR NEGATIVE PRESSURES. IS THERE A 3 FOOT PARAPET OR
 HIGHER ALL AROUND THE BUILDING? 1609.3.1 WIND SPEED
 CONVERSION VULT TO VASD.
 2) WELDED OR BOLTED CONNECTIONS. THE CONTRACTOR IS
 REQUIRED TO PROVIDE WELD PROCEDURE SPECIFICATIONS &
 WELDER OPERATOR PERFORMANCE QUALIFICATION RECORDS IN
 ACCORDANCE WITH THE REFERENCED STANDARDS AT TIME OF
 INSPECTION.
 2017 FBC-B 2204.1 WELDING
 1. WELD PROCEDURES SPECIFICATIONS
 2) QUALIFICATIONS OF WELDING PERSONAL
 2017 FBC-B 2204.2 BOLTING.
 FOR ADDITIONAL INFORMATION PLEASE CALL KEN CONRAD CHIEF
 BUILDING INSPECTOR AT 561-805-6666.
  
 3) COMPONENTS & CLADDING. 2017 FBC-B 1609.6.4.4.1
 COMPONENTS & CLADDING. FLORIDA DEPARTMENT OF COMMUNITY
 AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005, RULE 9N-3
 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR
 CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS:
 (31)(G) PRE-ENGINEERED A/C STANDS
  
 4A) W. P. B. 107.3.4. PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY FLORIDA ADMINISTRATIVE CODE RULE
 61G20 SHALL BE REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC..
  
 4B) DELEGATED ENGINEERING. 61G15-30.003 ENGINEERING
 DOCUMENT CLASSIFICATION. FL 61G-15-30.006 (3) THE
 DELEGATED ENGINEER SHALL FORWARD THE DELEGATED
 ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR
 REVIEW.
  
 5) THE ROOF TOP A/C STAND PRODUCT APPROVALS, TO BE
 REVIEWED BY THE DESIGNER OF RECORD. PLEASE IDENTIFY THE
 FOLLOWING REQUIREMENTS CALCULATING THE AREA (SIDE VIEW)
 OF THE ROOF TOP COMPRESSORS, CONFIGURATION ON STAND,
 THE MEAN ROOF HEIGHT OF THE STAND AND COMPRESSORS,
 WEIGHT, CIRCLED THE DESIGN PARAMETERS IN THE TABLES,
 ANCHORS AND UPLIFT VERSES MOMENT FOR THE UNIT TO THE
 STAND AND THE STAND TO THE ROOF. THE PRODUCT APPROVAL
 IS TO BE REVIEWED BY THE DESIGNER OF RECORD, APPROVED
 BEFORE SUBMISSION TO THE BUILDING DEPARTMENT.
  
 6) 2017 FBC-M 306.5 EQUIPMENT AND APPLIANCES ON ROOFS
 OR ELEVATED STRUCTURES. WHERE EQUIPMENT REQUIRING
 ACCESS OR APPLIANCES ARE LOCATED ON AN ELEVATED
 STRUCTURE OR THE ROOF OF A BUILDING SUCH THAT PERSONNEL
 WILL HAVE TO CLIMB HIGHER THAN 16 FEET (4877 MM) ABOVE
 GRADE TO ACCESS SUCH EQUIPMENT OR APPLIANCES, AN
 INTERIOR OR EXTERIOR MEANS OF ACCESS SHALL BE PROVIDED.
 SUCH ACCESS SHALL NOT REQUIRE CLIMBING OVER
 OBSTRUCTIONS GREATER THAN 30 INCHES (762 MM) IN HEIGHT
 OR WALKING ON ROOFS HAVING A SLOPE GREATER THAN 4 UNITS
 VERTICAL IN 12 UNITS HORIZONTAL (33-PERCENT SLOPE).
 SUCH ACCESS SHALL NOT REQUIRE THE USE OF PORTABLE
 LADDERS. WHERE ACCESS INVOLVES CLIMBING OVER PARAPET
 WALLS, THE HEIGHT SHALL BE MEASURED TO THE TOP OF THE
 PARAPET WALL.
  
 7) 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.
  
 A THOROUGH REVIEW OF THE PLANS COULD NOT HAPPEN SINCE
 THERE WAS A GREAT DEFICIENCY IN PLANS AND REQUIRED
 DOCUMENTATION. WITH THE NEXT PLAN REVIEW CYCLE THERE
 MAYBE ADDITIONAL REVIEW COMMENTS BECAUSE OF NEW PLANS
 AND INFORMATION LACKING UNDER THE PRIOR REVIEW.
  
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2020-05-05 Cont ID  
Sent By jwitmer Date 2020-05-05 Time 08:02 Rev Time 0.00
Received By jwitmer Date 2020-05-05 Time 06:47 Sent To  
Notes
2020-06-12 13:00:552017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20030581
 ADD: 301 N. OLIVE AVE. 4TH FLOOR
 CONT: ROBLING ARCHITECTURE CONSTRUCTION
 TEL: 561-649-6705
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: TUESDAY MAY 5TH/ 2020
 ACTION: DENIED
  
 1) SHEET A-103 NOTE # 6 INDICATES A NEW ROOF TOP
 CONDENSING UNIT SEE MECHANICAL SHEETS. SHEET M-6NOTE #
 1 STATES THE NEW CONDENSING UNIT SHALL BE 180 MPH WIND
 RATED. SHEET M-7 NOTE # 3 STATES THAT THE UNIT
 ATTACHMENT TO CONCRETE PAD PER THE MANUFACTURERS
 SPECIFICATIONS, STAND SHALL HAVE A MIAMI-DADE NOA.
 SHEET M-7 NOTE # 4 STATES ENGINEERED TIE-DOWN
 INSTALLATION REQUIRED.
  
 1A) THE PLANS DO NOT INDICATE HOW THE CONDENSING UNIT
 WILL BE ANCHORED TO THE CONDENSING STAND. FOR ALL ROOF
 TOP EQUIPMENT, CURBS, FANS OR A/C STANDS, AND OR VENTS,
 DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL
 AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE.
  
 2017 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
 MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
 METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
 EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
 AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES.
 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
 OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
 SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
 LOADS.
  
 1B) THE SHEET M-6 STATES THE WIND SPEED IS TO BE
 DESIGNED TO 180 MPH (VULT). 2017 FBC-B 1603.1.4 WIND
 DESIGN DATA. THE FOLLOWING INFORMATION RELATED TO WIND
 LOADS SHALL BE SHOWN, REGARDLESS OF WHETHER WIND LOADS
 GOVERN THE DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM
 OF THE STRUCTURE:
 1B)(1.) ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND
 GUST), MILES PER HOUR AND NOMINAL DESIGN WIND SPEED,
 VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1.
 1B)(2.) RISK CATEGORY.
 1B)(3.) WIND EXPOSURE. APPLICABLE WIND DIRECTION IF
 MORE THAN ONE WIND EXPOSURE IS UTILIZED. TABLE
 1609.7.2. HEIGHT AND EXPOSURE. ASCE 7-10 TABLE 30.3.1.
 1B)(4.) APPLICABLE INTERNAL PRESSURE COEFFICIENT.
 1B)(5.) DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENTS AND CLADDING MATERIALS SPECIFICALLY DESIGNED
 BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR
 THE DESIGN OF THE STRUCTURE, PSF.
 1)(6) TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE BUILDING
 FOR NEGATIVE PRESSURES. IS THERE A 3 FOOT PARAPET OR
 HIGHER ALL AROUND THE BUILDING? 1609.3.1 WIND SPEED
 CONVERSION VULT TO VASD.
 2) WELDED OR BOLTED CONNECTIONS. THE CONTRACTOR IS
 REQUIRED TO PROVIDE WELD PROCEDURE SPECIFICATIONS &
 WELDER OPERATOR PERFORMANCE QUALIFICATION RECORDS IN
 ACCORDANCE WITH THE REFERENCED STANDARDS AT TIME OF
 INSPECTION.
 2017 FBC-B 2204.1 WELDING
 1. WELD PROCEDURES SPECIFICATIONS
 2) QUALIFICATIONS OF WELDING PERSONAL
 2017 FBC-B 2204.2 BOLTING.
 FOR ADDITIONAL INFORMATION PLEASE CALL KEN CONRAD CHIEF
 BUILDING INSPECTOR AT 561-805-6666.
  
 3) COMPONENTS & CLADDING. 2017 FBC-B 1609.6.4.4.1
 COMPONENTS & CLADDING. FLORIDA DEPARTMENT OF COMMUNITY
 AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005, RULE 9N-3
 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR
 CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS:
 (31)(G) PRE-ENGINEERED A/C STANDS
  
 4A) W. P. B. 107.3.4. PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY FLORIDA ADMINISTRATIVE CODE RULE
 61G20 SHALL BE REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC..
  
 4B) DELEGATED ENGINEERING. 61G15-30.003 ENGINEERING
 DOCUMENT CLASSIFICATION. FL 61G-15-30.006 (3) THE
 DELEGATED ENGINEER SHALL FORWARD THE DELEGATED
 ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR
 REVIEW.
  
 5) THE ROOF TOP A/C STAND PRODUCT APPROVALS, TO BE
 REVIEWED BY THE DESIGNER OF RECORD. PLEASE IDENTIFY THE
 FOLLOWING REQUIREMENTS CALCULATING THE AREA (SIDE VIEW)
 OF THE ROOF TOP COMPRESSORS, CONFIGURATION ON STAND,
 THE MEAN ROOF HEIGHT OF THE STAND AND COMPRESSORS,
 WEIGHT, CIRCLED THE DESIGN PARAMETERS IN THE TABLES,
 ANCHORS AND UPLIFT VERSES MOMENT FOR THE UNIT TO THE
 STAND AND THE STAND TO THE ROOF. THE PRODUCT APPROVAL
 IS TO BE REVIEWED BY THE DESIGNER OF RECORD, APPROVED
 BEFORE SUBMISSION TO THE BUILDING DEPARTMENT.
  
 6) 2017 FBC-M 306.5 EQUIPMENT AND APPLIANCES ON ROOFS
 OR ELEVATED STRUCTURES. WHERE EQUIPMENT REQUIRING
 ACCESS OR APPLIANCES ARE LOCATED ON AN ELEVATED
 STRUCTURE OR THE ROOF OF A BUILDING SUCH THAT PERSONNEL
 WILL HAVE TO CLIMB HIGHER THAN 16 FEET (4877 MM) ABOVE
 GRADE TO ACCESS SUCH EQUIPMENT OR APPLIANCES, AN
 INTERIOR OR EXTERIOR MEANS OF ACCESS SHALL BE PROVIDED.
 SUCH ACCESS SHALL NOT REQUIRE CLIMBING OVER
 OBSTRUCTIONS GREATER THAN 30 INCHES (762 MM) IN HEIGHT
 OR WALKING ON ROOFS HAVING A SLOPE GREATER THAN 4 UNITS
 VERTICAL IN 12 UNITS HORIZONTAL (33-PERCENT SLOPE).
 SUCH ACCESS SHALL NOT REQUIRE THE USE OF PORTABLE
 LADDERS. WHERE ACCESS INVOLVES CLIMBING OVER PARAPET
 WALLS, THE HEIGHT SHALL BE MEASURED TO THE TOP OF THE
 PARAPET WALL.
  
 7) 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.
  
 A THOROUGH REVIEW OF THE PLANS COULD NOT HAPPEN SINCE
 THERE WAS A GREAT DEFICIENCY IN PLANS AND REQUIRED
 DOCUMENTATION. WITH THE NEXT PLAN REVIEW CYCLE THERE
 MAYBE ADDITIONAL REVIEW COMMENTS BECAUSE OF NEW PLANS
 AND INFORMATION LACKING UNDER THE PRIOR REVIEW.
  
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2020-07-28 Cont ID  
Sent By jleahy Date 2020-07-28 Time 12:07 Rev Time 0.00
Received By jleahy Date 2020-07-24 Time 13:23 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2020-06-24 Cont ID  
Sent By jleahy Date 2020-06-24 Time 11:12 Rev Time 0.00
Received By jleahy Date 2020-06-24 Time 11:02 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2020-05-07 Cont ID  
Sent By jleahy Date 2020-05-07 Time 12:48 Rev Time 0.00
Received By jleahy Date 2020-05-07 Time 12:28 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2020-06-12 Cont ID  
Sent By pleduc Date 2020-06-12 Time   Rev Time 0.00
Received By pleduc Date 2020-06-12 Time 11:57 Sent To  
Notes
2020-06-12 12:03:07THIS 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 E 4 - THERE ARE INDICATIONS OF CARD READER
 INSTALLATIONS
  
 CARD READERS SHALL BE INSTALLED UNDER SEPARATE PERMIT
 SHOP CRAWINGS AND COMPLY WITH NFPA 101, CH 7, MEANS OF
 EGRESS
  
 PLEASE ENSURE COMPLIANCE.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2020-04-29 Cont ID  
Sent By pleduc Date 2020-04-29 Time   Rev Time 0.00
Received By pleduc Date 2020-04-29 Time 13:58 Sent To  
Notes
2020-04-29 14:01:59THIS 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 E 4 - THERE ARE INDICATIONS OF CARD READER
 INSTALLATIONS
  
 CARD READERS SHALL BE INSTALLED UNDER SEPARATE PERMIT
 SHOP CRAWINGS AND COMPLY WITH NFPA 101, CH 7, MEANS OF
 EGRESS
  
 PLEASE ENSURE COMPLIANCE.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
  
  
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2020-07-28 Cont ID  
Sent By jleahy Date 2020-07-28 Time 12:13 Rev Time 0.00
Received By jleahy Date 2020-07-09 Time 08:58 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2020-06-24 Cont ID  
Sent By jleahy Date 2020-06-24 Time 11:13 Rev Time 0.00
Received By jleahy Date 2020-06-11 Time 10:12 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date   Cont ID  
Sent By   Date 2020-05-13 Time   Rev Time 0.00
Received By lmarchan Date 2020-04-21 Time 11:04 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2020-05-05 Cont ID  
Sent By jwitmer Date 2020-05-05 Time 08:02 Rev Time 0.00
Received By jwitmer Date 2020-05-05 Time 06:47 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2020-07-20 Cont ID  
Sent By medwards Date 2020-07-20 Time 12:05 Rev Time 0.00
Received By medwards Date 2020-07-20 Time 12:05 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2020-06-22 Cont ID  
Sent By medwards Date 2020-06-22 Time 07:34 Rev Time 0.00
Received By medwards Date 2020-06-22 Time 07:34 Sent To  
Notes
2020-06-22 07:35:24CHANGES IN THE 2ND CYCLE APPROVED.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2020-04-29 Cont ID  
Sent By medwards Date 2020-04-29 Time 16:28 Rev Time 0.00
Received By medwards Date 2020-04-29 Time 15:29 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status P Date 2020-06-19 Cont ID  
Sent By ccole Date 2020-06-19 Time 16:27 Rev Time 0.00
Received By ccole Date 2020-06-19 Time 12:43 Sent To  
Notes
2020-06-22 07:49:14SEPARATE PERMIT REQUIRED FOR THE BACKFLOW PREVENTER.
Review Stop P PLUMBING
Rev No 1 Status F Date 2020-05-13 Cont ID  
Sent By ccole Date 2020-05-13 Time 13:38 Rev Time 0.00
Received By ccole Date 2020-05-13 Time 13:11 Sent To  
Notes
2020-05-13 13:46:481ST REVIEW FBC-2017 PLUMBING
 PERMIT 20030581
 5/13/2020
  
 CODES IN EFFECT:
  
 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
 FBC RES- FLORIDA RESIDENTIAL BUILDING CODE SIXTH
 EDITION 2017
 FBC P- FLORIDA PLUMBING CODE SIXTH EDITION 2017
 FBC ACC- FLORIDA ACCESSIBILITY CODE SIXTH ADDITION 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 M-4: PROVIDE A BACKFLOW PREVENTER FOR THE
 WATER SUPPLY LINE TO THE CRAC UNIT- SECTION 608.3 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
Rev No 3 Status P Date 2020-07-20 Cont ID  
Sent By medwards Date 2020-07-20 Time 12:52 Rev Time 0.00
Received By medwards Date 2020-07-20 Time 12:52 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2020-06-22 Cont ID  
Sent By medwards Date 2020-06-22 Time 07:57 Rev Time 0.00
Received By medwards Date 2020-06-22 Time 07:36 Sent To  
Notes
2020-06-22 07:59:01THERE ARE 2 E-4 SHEETS IN THIS UPLOAD, ONE HAS A
 DIGITAL SIGNATURE AND THE OTHER DOES NOT.
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2020-05-13 Cont ID  
Sent By ccole Date 2020-05-13 Time 14:01 Rev Time 0.00
Received By ccole Date 2020-05-13 Time 14:01 Sent To  
Notes
2020-05-13 14:09:05THE ARCHITECTURAL SHEETS AND SHEETS M-1 & E-1 HAVE
 ERROR MESSAGES- I COULD NOT VERIFY ELECTRONIC
 SIGNATURES AND SEALS. ALL OTHER SHEETS PROVIDED NO
 VERIFICATION DATA OR ERROR MESSAGE WHEN PROMPTED.
 CCOLE-5/13/20


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