Plan Review Details - Permit 16080368
Plan Review Stops For Permit 16080368
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2016-11-08 Cont ID  
Sent By jwitmer Date 2016-11-08 Time 16:42 Rev Time 0.00
Received By jwitmer Date 2016-11-08 Time 16:42 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2016-11-07 Cont ID  
Sent By jwitmer Date 2016-11-07 Time 10:13 Rev Time 0.00
Received By jwitmer Date 2016-11-07 Time 08:44 Sent To  
Notes
2016-11-07 10:13:15BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16080368
 ADD: 5800 CORPORATE WAY
 CONT: GEN-X CONSTRUCTION
 TEL: 561-963-4490
 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: MON. NOV. 07/ 2016
 ACTION: DENIED
  
 1) COMPLIED. SCOPE OF WORK IS FOR THE 6,000 SQ. FT.
 BUILDING.
  
 2) 3RD REQUEST. FLOOD ELEVATION CERTIFICATE. THE
 SUBMITTED ELEVATION CERTIFICATE DATED 7/12/2016 IS ON
 THE OLD FORMS AND ALSO HAS CHECKED THAT THE FORM IS FOR
 FINISHED CONSTRUCTION, SEE LINE C1. THIS CERTIFICATE
 SHOULD ON LINE C1 BE CHECKED FOR CONSTRUCTION DRAWINGS
 AND INDICATE HOW COMPLIANCE WITH THE REQUIRED 14.5 FEET
 NGVD FOR EITHER FLOOD PROOFING OR THE MINIMUM ELEVATION
 OF 14.5 FEET NGVD FINISH FLOOR WILL BE ACHIEVED.
 THE BUILDING PERMIT SET OF DRAWINGS WILL ALSO REFLECT
 HOW CODE COMPLIANCE WITH 2014 FBC-B 1612.5 FLOOD HAZARD
 DOCUMENTATION.
  
 THE MAIN 6,000 SQUARE FOOT BUILDING WAS BUILT (1976)
 PRE-FIRM (COMMUNITY PANEL NUMBER 120229 0015B EFFECTIVE
 DATE MARCH 01/ 1979) MEANING BEFORE THERE WERE FLOOD
 ELEVATION REQUIREMENTS. PRE FIRM. THIS BUILDING WILL
 HAVE TO MEET THE REQUIREMENTS OF SUBSTANTIAL
 IMPROVEMENTS SINCE THE VALUE OF THE IMPROVEMENT IS 86 %
 OF THE VALUE OF THE IMPROVEMENT VALUE OF THE STRUCTURE.
 FOR NON-RESIDENTIAL STRUCTURES EITHER THE RAISING OF
 THE BUILDING, OR RAISING THE FLOOR OR MEETING THE
 REQUIREMENTS OF DRY-FLOOD PROOFING. PLEASE REVIEW FEMAS
 TECHNICAL BULLETIN 3-93 NON-RESIDENTIAL
 FLOODPROOFING-REQUIREMENTS AND CERTIFICATION FOR
 BUILDINGS LOCATED IN SPECIAL FLOOD HAZARD AREAS IN
 ACCORDANCE WITH THE NATIONAL FLOOD INSURANCE PROGRAM.
 PLEASE SELECT WHICH METHOD OF CODE COMPLIANCE WILL BE
 SELECTED TO ENSURE COMPLIANCE WITH
 2014 FBC-B 1612.5 FLOOD HAZARD DOCUMENTATION.
 107.3.5.1.1. MINIMUM PLAN REVIEW DOCUMENTS (8) FLOOD
 REQUIREMENTS IN ACCORDANCE WITH SECTION 1612, INCLUDING
 LOWEST FLOOR ELEVATIONS, ENCLOSURES, FLOOD
 DAMAGE-RESISTANT MATERIALS.
  
 =======================================================
 ================
 1ST ROUND OF REVIEW COMMENTS. PLEASE NOTE THIS
 STRUCTURE IS BUILT IN AN A8 FLOOD ZONE. FBC BUILDING
 1612 AND CITY OF WPB CODE OF ORDINANCES SECTION 94-546.
 STRUCTURE IS LOCATED IN AN "A8" FLOOD ZONE. A FLOOD
 ELEVATION CERTIFICATE WILL BE REQUIRED. PLEASE REVIEW
 CITY ORDINANCE FOR THE CITY REQUIREMENTS REQUIRE AN
 ADDITIONAL 6 INCHES OF ELEVATION. BASE FLOOD FOR THE A8
 FLOOD ZONE IS 14.0 FT. NGVD PLUS AN ADDITIONAL 6 INCH
 FREEBOARD REQUIRED BY AND CITY OF WPB CODE OF
 ORDINANCES SECTION 94-546.
  
 PLEASE NOTE THIS STRUCTURE WILL ALSO HAVE TO MEET THE
 REQUIREMENTS OF SUBSTANTIAL IMPROVEMENTS. THE P.B.C.
 PROPERTY APPRAISERS OFFICE LIST THE VALUE FOR THE
 STRUCTURE AS $489,474.00 THE VALUE OF THE PROJECT IS
 $424,000.00 IN VALUE WELL OVER THE 50 % OF THE VALUE
 FOR THE STRUCTURE. ANY FLOORS AND OR ATTENDANT
 EQUIPMENT PADS WILL NEED TO BE ABOVE THE 14.5 FEET
 NGVD.
  
 DURING THE PERMITTING OF THIS STRUCTURE THERE WILL BE
 REQUIRED (3) DIFFERENT FLOOD ZONE CERTIFICATES
 REQUIRED:
 (1) A FLOOD ZONE CERTIFICATE IS REQUIRED AS PART OF THE
 PLAN REVIEW DOCUMENTS WITH THE PROPOSED FINISH FLOOR
 HEIGHT.
 (2) ONCE THE FIRST FLOOR SLAB IS POURED THE 2ND
 ELEVATION CERTIFICATE IS REQUIRED
 (3) BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY
 OR A CERTIFICATE OF COMPLETION THE 3RD FLOOD ZONE
 CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL EXTERIOR
 ATTENDANTS
 A/C PADS OR OTHER SLABS FOR GENERATORS
 FEMA NEW FORM AVAILABLE JUNE 13/2016.
 OMB NO. 1660-0008
 EXPIRATION DATE: NOV. 30/2018
 HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM
  
 3-7) COMPLIED.
 7) PROVISO: SHEET 08 SHOWS INSULATION LAYING DIRECTLY
 ON DROPPED CEILINGS. (SOUND CONTROL ONLY).
  
 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 2016-09-21 Cont ID  
Sent By jwitmer Date 2016-09-21 Time 13:01 Rev Time 0.00
Received By jwitmer Date 2016-09-21 Time 10:11 Sent To  
Notes
2016-09-21 12:22:41BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16080368
 ADD: 5800 CORPORATE WAY
 CONT: GEN-X CONSTRUCTION
 TEL: 561-963-4490
 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. SEPT. 21/ 2016
 ACTION: DENIED
  
 1) COMPLIED. SCOPE OF WORK IS FOR THE 6,000 SQ. FT.
 BUILDING.
  
 2)2ND REQUEST. FLOOD ELEVATION CERTIFICATE. PLEASE NOTE
 COPIES OF FLOOD ZONE CERTIFICATES WERE PROVIDED. THE
 DOCUMENTS SUBMITTED DO NOT HAVE THE SURVEYORS SEAL, (2)
 ORIGINALS WILL BE REQUIRED FOR EACH STRUCTURE.
 THE MAIN 6,000 SQUARE FOOT BUILDING WAS BUILT (1976)
 PRE-FIRM (COMMUNITY PANEL NUMBER 120229 0015B EFFECTIVE
 DATE MARCH 01/ 1979) MEANING BEFORE THERE WERE FLOOD
 ELEVATION REQUIREMENTS. THIS BUILDING WILL HAVE TO MEET
 THE REQUIREMENTS OF SUBSTANTIAL IMPROVEMENTS SINCE THE
 VALUE OF THE IMPROVEMENT IS 0.866 % OF THE VALUE OF THE
 IMPROVEMENT VALUE OF THE STRUCTURE. FOR NON-RESIDENTIAL
 STRUCTURES EITHER THE RAISING OF THE BUILDING, OR
 RAISING THE FLOOR OR MEETING THE REQUIREMENTS OF
 DRY-FLOOD PROOFING. PLEASE REVIEW FEMA?S TECHNICAL
 BULLETIN 3-93 NON-RESIDENTIAL
 FLOODPROOFING-REQUIREMENTS AND CERTIFICATION FOR
 BUILDINGS LOCATED IN SPECIAL FLOOD HAZARD AREAS IN
 ACCORDANCE WITH THE NATIONAL FLOOD INSURANCE PROGRAM.
 PLEASE SELECT WHICH METHOD OF CODE COMPLIANCE WILL BE
 SELECTED TO ENSURE COMPLIANCE WITH
 2014 FBC-B 1612.5 FLOOD HAZARD DOCUMENTATION.
 107.3.5.1.1. MINIMUM PLAN REVIEW DOCUMENTS (8) FLOOD
 REQUIREMENTS IN ACCORDANCE WITH SECTION 1612, INCLUDING
 LOWEST FLOOR ELEVATIONS, ENCLOSURES, FLOOD
 DAMAGE-RESISTANT MATERIALS.
 =======================================================
 ================
 1ST ROUND OF REVIEW COMMENTS. PLEASE NOTE THIS
 STRUCTURE IS BUILT IN AN A8 FLOOD ZONE. FBC BUILDING
 1612 AND CITY OF WPB CODE OF ORDINANCES SECTION 94-546.
 STRUCTURE IS LOCATED IN AN "A8" FLOOD ZONE. A FLOOD
 ELEVATION CERTIFICATE WILL BE REQUIRED. PLEASE REVIEW
 CITY ORDINANCE FOR THE CITY REQUIREMENTS REQUIRE AN
 ADDITIONAL 6 INCHES OF ELEVATION. BASE FLOOD FOR THE A8
 FLOOD ZONE IS 14.0 FT. NGVD PLUS AN ADDITIONAL 6 INCH
 FREEBOARD REQUIRED BY AND CITY OF WPB CODE OF
 ORDINANCES SECTION 94-546.
  
 PLEASE NOTE THIS STRUCTURE WILL ALSO HAVE TO MEET THE
 REQUIREMENTS OF SUBSTANTIAL IMPROVEMENTS. THE P.B.C.
 PROPERTY APPRAISERS OFFICE LIST THE VALUE FOR THE
 STRUCTURE AS $489,474.00 THE VALUE OF THE PROJECT IS
 $424,000.00 IN VALUE WELL OVER THE 50 % OF THE VALUE
 FOR THE STRUCTURE. ANY FLOORS AND OR ATTENDANT
 EQUIPMENT PADS WILL NEED TO BE ABOVE THE 14.5 FEET
 NGVD.
  
 DURING THE PERMITTING OF THIS STRUCTURE THERE WILL BE
 REQUIRED (3) DIFFERENT FLOOD ZONE CERTIFICATES
 REQUIRED:
 (1) A FLOOD ZONE CERTIFICATE IS REQUIRED AS PART OF THE
 PLAN REVIEW DOCUMENTS WITH THE PROPOSED FINISH FLOOR
 HEIGHT.
 (2) ONCE THE FIRST FLOOR SLAB IS POURED THE 2ND
 ELEVATION CERTIFICATE IS REQUIRED
 (3) BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY
 OR A CERTIFICATE OF COMPLETION THE 3RD FLOOD ZONE
 CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL EXTERIOR
 ATTENDANTS
 A/C PADS OR OTHER SLABS FOR GENERATORS
 FEMA NEW FORM AVAILABLE JUNE 13/2016.
 OMB NO. 1660-0008
 EXPIRATION DATE: NOV. 30/2018
 HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM
  
 3) COMPLIED. ENERGY.
  
 4) COMPLIED.
  
 5) SEMI ?COMPLIED. SHEET 07 NOW SHOWS THE 4 ELEVATIONS
 OF THE BUILDING AND ALL WINDOWS AND DOORS. THERE IS
 STILL NO WIND DESIGN CRITERIA NOR PRESSURES.
  
 1ST ROUND COMMENT. THE PLANS SHEET 02 HAS A NOTE THAT
 ALL EXTERIOR WINDOWS AND DOORS ARE TO BE REMOVED, SHEET
 07 ONLY SHOWS THE NORTH & EAST ELEVATIONS WHERE THE
 WINDOWS AND DOORS ARE BEING REPLACED, PLEASE PROVIDE
 THE OTHER ELEVATIONS AS WELL. PLEASE NOTE THERE ARE NO
 ARCHITECTURAL OR STRUCTURAL SHEETS PROVIDING THE WIND
 DESIGN CRITERIA AND PRESSURES FOR THE OPENINGS.
 2014 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:
  
 5.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED,
 VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1.
  
 5.2. RISK CATEGORY.
  
 5.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED.
  
 5.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 5.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY
 DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL
 RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF (KN/
 M2).
 TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING.
 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.
  
  
  
 6) UNTIL THERE ARE PRESSURES THE PRODUCT APPROVALS CAN
 NOT BE REVIEWED. 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.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
  
 7) SHEET 08 SHOWS INSULATION LAYING DIRECTLY ON DROPPED
 CEILINGS. (SOUND CONTROL ONLY).
  
 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 2016-08-22 Cont ID  
Sent By jwitmer Date 2016-08-22 Time 16:19 Rev Time 0.00
Received By jwitmer Date 2016-08-22 Time 10:53 Sent To  
Notes
2016-08-22 16:19:10BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16080368
 ADD: 5800 CORPORATE WAY
 CONT: GEN-X CONSTRUCTION
 TEL: 561-963-4490
 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: MON. AUGUST 22/ 2016
 ACTION: DENIED
  
 1) PLEASE NOTE THE PERMIT APPLICATION INDICATES THIS IS
 AN INTERIOR BUILD OUT AND RENOVATION OF THE MAIN
 BUILDING ONLY. THE SHEET 0.2 THE DEMO PLAN INCLUDES THE
 DEMOLITION OF THE INTERIOR OUT BUILDING AND WINDOWS.
 THIS SHOULD BE STRUCK FROM THE SCOPE OF WORK TO BE
 COVERED UNDER THIS PERMIT. DISCREPANCY IN THE SCOPE OF
 WORK, ADDITIONAL INFORMATION IS REQUIRED.
  
 2) PLEASE NOTE THIS STRUCTURE IS BUILT IN AN A8 FLOOD
 ZONE. FBC BUILDING 1612 AND CITY OF WPB CODE OF
 ORDINANCES SECTION 94-546. STRUCTURE IS LOCATED IN AN
 "A8" FLOOD ZONE. A FLOOD ELEVATION CERTIFICATE WILL BE
 REQUIRED. PLEASE REVIEW CITY ORDINANCE FOR THE CITY
 REQUIREMENTS REQUIRE AN ADDITIONAL 6 INCHES OF
 ELEVATION. BASE FLOOD FOR THE A8 FLOOD ZONE IS 14.0 FT.
 NGVD PLUS AN ADDITIONAL 6 INCH FREEBOARD REQUIRED BY
 AND CITY OF WPB CODE OF ORDINANCES SECTION 94-546.
  
 PLEASE NOTE THIS STRUCTURE WILL ALSO HAVE TO MEET THE
 REQUIREMENTS OF SUBSTANTIAL IMPROVEMENTS. THE P.B.C.
 PROPERTY APPRAISERS OFFICE LIST THE VALUE FOR THE
 STRUCTURE AS $489,474.00 THE VALUE OF THE PROJECT IS
 $424,000.00 IN VALUE WELL OVER THE 50 % OF THE VALUE
 FOR THE STRUCTURE. ANY FLOORS AND OR ATTENDANT
 EQUIPMENT PADS WILL NEED TO BE ABOVE THE 14.5 FEET
 NGVD.
  
 DURING THE PERMITTING OF THIS STRUCTURE THERE WILL BE
 REQUIRED (3) DIFFERENT FLOOD ZONE CERTIFICATES
 REQUIRED:
 (1) A FLOOD ZONE CERTIFICATE IS REQUIRED AS PART OF THE
 PLAN REVIEW DOCUMENTS WITH THE PROPOSED FINISH FLOOR
 HEIGHT.
 (2) ONCE THE FIRST FLOOR SLAB IS POURED THE 2ND
 ELEVATION CERTIFICATE IS REQUIRED
 (3) BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY
 OR A CERTIFICATE OF COMPLETION THE 3RD FLOOD ZONE
 CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL EXTERIOR
 ATTENDANTS
 A/C PADS OR OTHER SLABS FOR GENERATORS
 FEMA NEW FORM AVAILABLE JUNE 13/2016.
 OMB NO. 1660-0008
 EXPIRATION DATE: NOV. 30/2018
 HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM
  
 3) PLEASE ALSO NOTE UNDER THE ENERGY CODE THE BUILDING
 ALSO MEETS THE DEFINITION OF RENOVATION UNDER THE 2014
 FBC-ENERGY CODE. RENOVATED BUILDING. A RESIDENTIAL OR
 NONRESIDENTIAL BUILDING UNDERGOING ALTERATION THAT
 VARIES OR CHANGES INSULATION, HVAC SYSTEMS, WATER
 HEATING SYSTEMS, OR EXTERIOR ENVELOPE CONDITIONS,
 PROVIDED THE ESTIMATED COST OF RENOVATION EXCEEDS 30
 PERCENT OF THE ASSESSED VALUE OF THE STRUCTURE.
 C101.5.1 COMPLIANCE MATERIALS. THE FLORIDA BUILDING
 COMMISSION SHALL APPROVE SPECIFIC COMPUTER SOFTWARE.
 THE CODE OFFICIAL SHALL BE PERMITTED TO APPROVE
 WORKSHEETS, COMPLIANCE MANUALS AND OTHER SIMILAR
 MATERIALS THAT MEET THE INTENT OF THIS CODE.
 C101.5.1.1 ALTERATIONS, RENOVATIONS AND BUILDING
 SYSTEMS. ALTERATIONS, RENOVATIONS AND BUILDING SYSTEMS
 MAY UTILIZE FORM C402. FORM C402 CAN BE FOUND IN
 APPENDIX C.
 C401.2.1 APPLICATION TO EXISTING BUILDINGS. ADDITIONS,
 ALTERATIONS AND REPAIRS TO EXISTING BUILDINGS SHALL
 COMPLY WITH ONE OF THE FOLLOWING:
 1. SECTIONS C402, C403, C404 AND C405; OR
 2. ANSI/ASHRAE/IESNA 90.1.
  
 4) SHEET 04:
 4A) THE LIFE SAFETY PLAN HAS A DISCREPANCY IN THE TYPE
 OF OCCUPANCY. UNDER THE HEADING OF FLORIDA BUILDING
 CODE 2014 EDITION THE OCCUPANCY IS LISTED AS AN A2
 OCCUPANCY. WHEREAS UNDER THE HEADING ALLOWABLE HEIGHT
 AND AREA THE OCCUPANCY IS LISTED AS A BUSINESS. PLEASE
 CORRECT THE DISCREPANCY IN THE PLANS. 107.2.1.3.
 ADDITIONAL INFORMATION IS REQUIRED.
  
 4B) THE SECOND ISSUE WITH THE LIFE SAFETY PLAN IS THE
 LOCATION OF KATHLEEN?S OFFICE VERSES SHEET 03 THIS SAME
 AREA IS A 4 BED RECOVERY AREA. 107.2.1.3 ADDITIONAL
 INFORMATION REQUIRED.
  
 4C) SHEET 04 THE LIFE SAFETY SHEET DOES NOT DEFINE WHAT
 TYPE OF MEDICAL CARE UNIT THIS TENANT SPACE HOUSES. THE
 TERM PACU IS DEFINED AS AN AREA ADJOINING THE OPERATING
 ROOM TO WHICH PATIENTS WHO RECEIVES SEDATIVE, GENERAL
 AND REGIONAL ANESTHETICS ARE TAKEN FOR NURSING
 ASSESSMENT AND CARE WHILE RECOVERING FROM ANESTHESIA.
 CURRENTLY FOR THIS REVIEW THERE IS NOT ENOUGH
 INFORMATION PROVIDED TO KNOW IF THIS PLAN SHOULD BE
 REVIEWED UNDER THE 2014 FBC-B SECTION 422 AS AN
 AMBULATORY CARE FACILITY OR UNDER SECTION 469 AN OFFICE
 SURGERY SUITE? WITH THERE BEING 4 BEDS IN THE PACU AREA
 IT WOULD APPEAR THIS SUITE WILL NEED TO FALL UNDER
 AMBULATORY HEATH CARE OCCUPANCIES AS DESCRIBED IN NFPA
 101, LIFE SAFETY CODES AND THIS CODE.
 2014 FBC-B 469.3.1 OFFICE SURGERY SUITES THAT PROVIDE
 SERVICES OR TREATMENT, ON AN OUTPATIENT BASIS, TO FOUR
 OR MORE PATIENTS AT THE SAME TIME THAT EITHER RENDERS
 THE PATIENTS INCAPABLE OF TAKING ACTION FOR
 SELF-PRESERVATION UNDER EMERGENCY CONDITIONS WITHOUT
 THE ASSISTANCE FROM OTHERS OR THAT PROVIDE SURGICAL
 TREATMENT REQUIRING GENERAL ANESTHESIA TO FOUR OR MORE
 PATIENTS AT THE SAME TIME, SHALL MEET THE REQUIREMENTS
 OF AMBULATORY HEALTH CARE OCCUPANCIES AS DESCRIBED IN
 NFPA 101, LIFE SAFETY CODE AND THIS CODE.
 PLEASE NOTE THERE IS NOT SUFFICIENT INFORMATION TO BE
 ABLE TO COMPLETE THE REVIEW UNDER EITHER 422 A
 AMBULATORY CARE FACILITY NOR 469 OFFICE SURGERY SUITE.
  
 5) THE PLANS SHEET 02 HAS A NOTE THAT ALL EXTERIOR
 WINDOWS AND DOORS ARE TO BE REMOVED, SHEET 07 ONLY
 SHOWS THE NORTH & EAST ELEVATIONS WHERE THE WINDOWS AND
 DOORS ARE BEING REPLACED, PLEASE PROVIDE THE OTHER
 ELEVATIONS AS WELL. PLEASE NOTE THERE ARE NO
 ARCHITECTURAL OR STRUCTURAL SHEETS PROVIDING THE WIND
 DESIGN CRITERIA AND PRESSURES FOR THE OPENINGS.
 2014 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:
  
 5.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST),
 MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED,
 VASD, AS DETERMINED IN ACCORDANCE WITH SECTION
 1609.3.1.
  
 5.2. RISK CATEGORY.
  
 5.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE
 THAN ONE WIND EXPOSURE IS UTILIZED.
  
 5.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 5.5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR
 COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY
 DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL
 RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF (KN/
 M2).
 TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT &
 EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING.
 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.
  
 6) FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY THE DCA RULE 9N-03 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..
  
 7) SHEET 08 SHOWS INSULATION LAYING DIRECTLY ON DROPPED
 CEILINGS. PLEASE BE AWARE INSULATION INSTALLED ON A
 SUSPENDED CEILING WITH REMOVABLE CEILING TILES SHALL
 NOT BE CONSIDERED PART OF THE MINIMUM THERMAL
 RESISTANCE OF THE ROOF INSULATION. 2014 FBC-ENERGY CODE
 C402.2.1.
  
 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.
  
 A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 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 3 Status P Date 2016-10-31 Cont ID  
Sent By vperez Date 2016-10-31 Time 16:53 Rev Time 0.00
Received By vperez Date 2016-10-31 Time 16:53 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2016-10-04 Cont ID  
Sent By albarran Date 2016-10-04 Time 17:38 Rev Time 0.00
Received By albarran Date 2016-10-04 Time 16:20 Sent To I
Notes
2016-10-04 17:40:06ALL PREVIOUSLY MENTIONED ELECTRICAL DEFICIENCIES HAVE
 BEEN SATISFACTORILY ADDRESSED.
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2016-08-16 Cont ID  
Sent By albarran Date 2016-08-16 Time 10:30 Rev Time 0.00
Received By albarran Date 2016-08-15 Time 15:00 Sent To  
Notes
2016-08-16 10:50:28ELECTRICAL REVIEW NOTES
 REVIEWED FOR COMPLIANCE WITH:
 5TH EDITION FBC 2014 & NFPA 70 2011 (NEC)
  
 PROJECT NAME: PALM BEACH SPINE & DIAGNOSTICS, LLC
 JOB ADDRESS: 5800 CORPORATE WAY
 DESCRIPTION: INTERIOR BUILD-OUT AND MAIN BLDG.
 RENOVATION ONLY
 MASTER PERMIT: 16080368
  
 BELOW PLEASE FIND A LIST OF REQUIRED CORRECTIONS.
 ADDITIONAL CORRECTIONS MAY BE REQUIRED BY FIRE AND
 AFTER REVIEW OF SUBMITTED CORRECTIONS.
  
 1. FBC-B 107.2.1: NOTE 1 HAS TO BE SPECIFIC TO THE
 APPLICABLE CODE. (NEC 2011)
 2. NOTE 7 CORRECTION: IT IS THE AMBIENT CONDITIONS AND
 NOT THE WIRE GAGE THAT DETERMINES INSULATION
 REQUIREMENTS.
 3. CORRECT ELECTRICAL SYMBOLS LEGEND TO DIFFERENTIATE
 BETWEEN WALL & CEILING MOUNTED EXIT LIGHTS.
 4. NEC 600.5: 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. NONE OF THE THREE DOORS COMPLY.
 5. FBC-E 405.7.1: AT THE LEAST 50% OF ALL 125-VOLT, 15-
 AND 20-AMPERE RECEPTACLES SHALL BE AUTOMATICALLY
 CONTROLLED WHERE INSTALLED IN PRIVATE OFFICES, OPEN
 OFFICES, AND COMPUTER CLASSROOMS. THIS INCLUDES THOSE
 INSTALLED IN MODULAR PARTITIONS. (SEE ASHRAE STANDARD
 90.1)
 6. GENERAL NOTES ON PG. E 2 REFERENCE CODE CORRECTION
 NEC 150.118.
 7. FBC-B 1011.1 EXITS AND EXIT ACCESS SHALL BE MARKED
 BY AN APPROVED EXIT SIGN READILY VISIBLE FROM ANY
 DIRECTION OF EGRESS TRAVEL. THE PATH OF EGRESS SHALL BE
 CLEARLY MARKED WHEN NOT READILY VISIBLE. THERE SHALL
 NOT BE MORE 100? BETWEEN EXIT SIGN ALONG THE PATH OF
 EGRESS. THE SUBMITTED PLANS ONLY HAVE EXIT SIGNAGE AT
 THE DOORS.
 8. FBC-B1006.1: THE MEANS OF EGRESS, INCLUDING THE EXIT
 DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE
 BUILDING SPACE SERVED BY THE MEANS OF EGRESS ARE
 OCCUPIED. PROVIDE A BETTER DETAILED SITE DRAWING
 SHOWING LIGHTING FOR THE EXIT DISCHARGE.
 9. NEC 410 IV: PROVIDE LUMINAIRE SUPPORT DIAGRAMS
 COMPLIANT WITH THIS SECTION.
 10. FBC-E C402.4.8: RECESSED LIGHTING INSTALLED IN THE
 BUILDING THERMAL ENVELOPE SHALL BE IC RATED AND BE
 SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED &
 UNCONDITIONED SPACES.
 11. IDENTIFY THE EXIT LIGHT SYMBOL IN THE ELECTRICAL
 RISER DIAGRAM.
 12. YOU SHALL BE MORE SPECIFIC AS TO THE TYPE OF
 PROCEDURES CONDUCTED TO BETTER DETERMINE THE EXTENT OF
 EMERGENCY POWER SOURCE REQUIREMENTS. NO EMERGENCY POWER
 IS CURRENTLY INDICTED ON THE RISER DIAGRAM.
 13. YOU SHALL ALSO INDICATE THE TYPE OF ANESTHETICS
 USED TO FURTHER DETERMINE THE EMERGENCY POWER
 REQUIREMENTS.
 14. ALL WIRING IN THE PATIENT CARE AREAS SHALL COMPLY
 WITH EVERY REQUIREMENT OF NEC 517.13(A) & (B).
 15. EACH PATIENT CARE BED TO COMPLY WITH NEC 517.18.
 16. AS MENTIONED ABOVE, YOU ARE TO PROVIDE AN
 ALTERNATIVE POWER SOURCE AS DETERMINED BY THE EXTENT OF
 SERVICES PROVIDED. AT THE MOMENT IS APPEARS THAT AN
 ESSENTIAL POWER SOURCE AS DESCRIBED IN NEC 517.41
 SHOULD BE SUFFICIENT.
  
 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 3 Status P Date 2016-11-02 Cont ID  
Sent By pleduc Date 2016-11-02 Time   Rev Time 0.00
Received By pleduc Date 2016-11-02 Time 14:56 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2016-09-16 Cont ID  
Sent By pleduc Date 2016-09-16 Time   Rev Time 0.00
Received By pleduc Date 2016-09-15 Time 17:07 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2016-08-19 Cont ID  
Sent By pleduc Date 2016-08-19 Time   Rev Time 0.00
Received By pleduc Date 2016-08-19 Time 09:43 Sent To  
Notes
2016-08-19 11:07:36THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) SHEET 00 - A "NEW PROPANE TANK" IS INDICATED BY
 DIAGRAM. A PROPANE TANK INSTALLATION IS NOT APPROVED
 UNDER THIS PERMIT.
  
 THE PROPANE TANK INSTALLATION SHALL BE UNDER SEPARATE
 PERMIT. PLEASE PROVIDE A CLOUDED NOTE ON RESUBMITAL.
  
  
  
 2) SHEET 04 - THE OCCUPANCY IS INDICATED AS ASSEMBLY IN
 ONE AREA AND BUSINESS IN ANOTHER. THIS PROPOSED PROJECT
 APPEARS TO BE AN OCCUPANCY CHANGE FROM BUSINESS TO
 AMBULATORY HEALTHCARE ACCORDING TO THE FLORIDA FIRE
 PREVENTION CODE.
  
 NFPA 101, 5TH EDITION
 3.3.188 OCCUPANCY. THE PURPOSE FOR WHICH A BUILDING OR
 OTHER STRUCTURE, OR PART THEREOF, IS USED OR INTENDED
 TO BE USED. [ASCE/SEI 7:1.2]
 3.3.188.1* AMBULATORY HEALTH CARE OCCUPANCY. AN
 OCCUPANCY USED TO PROVIDE SERVICES OR TREATMENT
 SIMULTANEOUSLY TO FOUR OR MORE PATIENTS THAT PROVIDES,
 ON AN OUTPATIENT BASIS, ONE OR MORE OF THE FOLLOWING:
 (1) TREATMENT FOR PATIENTS THAT
 RENDERS THE PATIENTS INCAPABLE OF TAKING ACTION FOR
 SELFPRESERVATION UNDER EMERGENCY CONDITIONS WITHOUT THE
 ASSISTANCE OF OTHERS; (2) ANESTHESIA THAT RENDERS THE
 PATIENTS INCAPABLE OF TAKING ACTION FOR
 SELF-PRESERVATION UNDER EMERGENCY CONDITIONS WITHOUT
 THE ASSISTANCE OF OTHERS; (3) EMERGENCY OR URGENT CARE
 FOR PATIENTS WHO, DUE TO THE NATURE OF THEIR INJURY OR
 ILLNESS, ARE INCAPABLE OF TAKING ACTION FOR
 SELF-PRESERVATION UNDER EMERGENCY CONDITIONS WITHOUT
 THE ASSISTANCE OF OTHERS.
  
 PLEASE REVIEW AND CORRECT AND ENSURE THIS PROJECT MEETS
 THE APPLICABLE CODE REQUIREMENTS.
  
  
  
 3) SHEET 04 - THERE IS NO INDICATION OF ANY EXISTING
 FIRE SPRINKLER AND/OR FIRE ALARM SYSTEM.
  
 SHEET FS 1 INDICATES THE INSTALLATION OF A FIRE
 SPRINKLER SYSTEM; HOWEVER THERE IS NO INDICATION OF A
 FIRE ALARM.
  
 NFPA 101, CHAPTER 20 NEW AMBULATORY HEATH CARE
 OCCUPANCIES
  
 20.3.4 DETECTION, ALARM, AND COMMUNICATIONS SYSTEMS.
 20.3.4.1 GENERAL. AMBULATORY HEALTH CARE FACILITIES
 SHALL BE PROVIDED WITH FIRE ALARM SYSTEMS IN ACCORDANCE
 WITH SECTION 9.6, EXCEPT AS MODIFIED BY 20.3.4.2
 THROUGH 20.3.4.4.
  
 ANY EXISTING 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.
  
  
 PLEASE PROVIDE INDICATIONS AS APPLICABLE.
  
  
  
 4) SHEET 04 - THERE APPEARS TO BE MISSING EXIT SIGNAGE
 AT THE END OF THE CORRIDOR BY THE EMPLOYEE LOUNGE AND
 IN THE CORRIDOR AT THE DOORS TO THE WAITING ROOM.
  
 7.10.1.2 EXITS.
 7.10.1.2.1* EXITS, OTHER THAN MAIN EXTERIOR EXIT DOORS
 THAT OBVIOUSLY AND CLEARLY ARE IDENTIFIABLE AS EXITS,
 SHALL BE MARKED BY AN APPROVED SIGN THAT IS READILY
 VISIBLE FROM ANY DIRECTION OF EXIT ACCESS.
  
  
 PLEASE REVIEW AND CORRECT.
  
  
  
 5) SHEET 04 - THERE DOES NOT APPEAR TO BE ANY EMERGENCY
 LIGHTING IN THE CORRIDORS.
  
 7.8 ILLUMINATION OF MEANS OF EGRESS.
 7.8.1 GENERAL.
 7.8.1.1* ILLUMINATION OF MEANS OF EGRESS SHALL BE
 PROVIDED IN ACCORDANCE WITH SECTION 7.8 FOR EVERY
 BUILDING AND STRUCTURE WHERE REQUIRED IN CHAPTERS 11
 THROUGH 43. FOR THE PURPOSES OF THIS REQUIREMENT, EXIT
 ACCESS SHALL INCLUDE ONLY DESIGNATED STAIRS, AISLES,
 CORRIDORS, RAMPS, ESCALATORS, AND PASSAGEWAYS LEADING
 TO AN EXIT. FOR THE PURPOSES OF THIS REQUIREMENT, EXIT
 DISCHARGE SHALL INCLUDE ONLY DESIGNATED STAIRS, AISLES,
 CORRIDORS, RAMPS, ESCALATORS, WALKWAYS, AND EXIT
 PASSAGEWAYS LEADING TO A PUBLIC WAY.
 7.8.1.2 ILLUMINATION OF MEANS OF EGRESS SHALL BE
 CONTINUOUS DURING THE TIME THAT THE CONDITIONS OF
 OCCUPANCY REQUIRE THAT THE MEANS OF EGRESS BE AVAILABLE
 FOR USE, UNLESS OTHERWISE PROVIDED IN7.8.1.2.2.
 7.9 EMERGENCY LIGHTING.
 7.9.1 GENERAL.
 7.9.1.1* EMERGENCY LIGHTING FACILITIES FOR MEANS OF
 EGRESS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 7.9
 FOR THE FOLLOWING:
 (1) BUILDINGS OR STRUCTURES WHERE REQUIRED IN CHAPTERS
 11 THROUGH 43
 7.9.2 PERFORMANCE OF SYSTEM.
 7.9.2.1* EMERGENCY ILLUMINATION SHALL BE PROVIDED FOR A
 MINIMUM OF 1? HOURS IN THE EVENT OF FAILURE OF NORMAL
 LIGHTING. EMERGENCY LIGHTING FACILITIES SHALL BE
 ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS NOT
 LESS THAN AN AVERAGE OF 1 FT-CANDLE (10.8 LUX) AND, AT
 ANY POINT, NOT LESS THAN 0.1 FT-CANDLE (1.1 LUX),
 MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL.
 ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO
 NOT LESS THAN AN AVERAGE OF 0.6 FT-CANDLE (6.5 LUX)
 AND, AT ANY POINT, NOT LESS THAN 0.06 FT-CANDLE (0.65
 LUX) AT THE END OF 1? HOURS. A MAXIMUM-TO-MINIMUM
 ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE
 EXCEEDED.
  
  
 PLEASE REVIEW AND CORRECT.
  
  
Review Stop G GAS REVIEW
Rev No 1 Status N Date 2016-08-30 Cont ID  
Sent By tklarge Date 2016-08-30 Time 13:38 Rev Time 0.00
Received By tklarge Date 2016-08-30 Time 13:38 Sent To  
Notes
2016-08-30 13:40:30GAS PLAN REVIEW
 A GAS PLAN HAS NOT BEEN INCLUDED IN THIS SUBMITTAL
 PACKAGE. A GAS PLAN REVIEW HAS NOT BEEN PERFORMED AT
 THIS TIME. A SEPARATE GAS PERMIT AND PLANS WILL BE
 REQUIRED FOR A CONTRACTOR TO PERFORM THE RELATED WORK.
 PROVIDE COMPLETE PLANS, APPLIANCE/ EQUIPMENT
 SPECIFICATIONS AND GAS RISER THAT REFLECT THE ENTIRE
 SCOPE OF GAS WORK TO BE DONE. WPB AMEND. TO FBC SEC.
 107.2.1.
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2016-11-08 Cont ID  
Sent By jwitmer Date 2016-11-08 Time 16:43 Rev Time 0.00
Received By jwitmer Date 2016-11-08 Time 16:43 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2016-11-08 Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By lmarchan Date 2016-10-28 Time 11:31 Sent To  
Notes
2016-10-28 11:31:39C11
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-10-04 Cont ID  
Sent By albarran Date 2016-10-04 Time 17:41 Rev Time 0.00
Received By albarran Date 2016-09-07 Time 09:30 Sent To  
Notes
2016-10-04 17:42:4010/4/16 APPROVED ELECTRICAL REVIEW BUT FAILED BLDG.
 CONTRACTOR NOTIFIED VIA EMAIL FILE SENT TO LARGE DENIED
 DRAWER G. MA
2016-09-08 09:30:41C18
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-08-30 Cont ID  
Sent By tklarge Date 2016-08-30 Time 13:38 Rev Time 0.00
Received By tklarge Date 2016-08-09 Time 10:57 Sent To  
Notes
2016-08-11 11:01:50C12
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status N Date 2016-11-08 Cont ID  
Sent By jwitmer Date 2016-11-08 Time 15:50 Rev Time 0.00
Received By jwitmer Date 2016-11-07 Time 08:44 Sent To  
Notes
2016-11-08 15:50:56P. B. COUNTY IMPACT FEE OFFICE
 PR RECEIPT: MU-2016-025570-0000
 PLANS STAMPED / FEES IN ESCROW/ WILLIE M. SWOOPE
 10/27/2016
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2016-09-21 Cont ID  
Sent By jwitmer Date 2016-09-21 Time 12:23 Rev Time 0.00
Received By jwitmer Date 2016-09-21 Time 12:23 Sent To  
Notes
2016-09-21 12:23:34BEFORE 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 2016-09-21 Cont ID  
Sent By jwitmer Date 2016-08-22 Time 16:19 Rev Time 0.00
Received By jwitmer Date 2016-08-22 Time 16:19 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2016-09-19 Cont ID  
Sent By ccole Date 2016-09-13 Time 18:02 Rev Time 0.00
Received By ccole Date 2016-09-13 Time 18:02 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2016-08-23 Cont ID  
Sent By ccole Date 2016-08-23 Time 12:05 Rev Time 0.00
Received By ccole Date 2016-08-23 Time 10:50 Sent To  
Notes
2016-08-23 11:09:231ST REVIEW FBC-2014 MECHANICAL, EXISTING, ENERGY
 CONSERVATION CODES
 PERMIT #16080368
 8/23/16
  
 1) SHEET M-1: THE HEAT LOAD SUMMARY INDICATES THE RTU
 EQUIPMENT SELECTIONS EXCEED THE CALCULATED COOLING AND
 HEATING LOADS- SECTION C403.2.2 FBC-14 ENERGY
 CONSERVATION.
  
 2) M-1: REFER TO SECTION C403.2.1 AND PROVIDE AC DESIGN
 LOADS IN ACCORDANCE WITH ASHRAE/ACCA STANDARD 183. LOAD
 SUMMARIES MEETING THE EXCEPTION UNDER C403.2.1 SHALL
 INCLUDE ITEMS 1-13, AND BE SUBMITTED AN A SIGNED AND
 SEALED SHEET BY THE EOR.
  
 3) THE PROPOSED PROJECT IS DEFINED AS A RENOVATION PER
 SECTION 202 FBC-14 ENERGY CONSERVATION. REFER TO
 SECTIONS C101.4.3 AND C401.2 AND PROVIDE AN ENERGY
 EFFICIENCY COMPLIANCE SUBMITTAL. PLEASE INCLUDE
 COMPLIANCE DATA FOR THE DUCTWORK ON THE PLAN AND THE
 CALCS.
  
 4) M-2: THE DUCTWORK LAYOUT PLAN APPEARS TO INDICATE A
 RETURN AIR PLENUM ABOVE THE CEILING- PLEASE SEE SECTION
 C402.4.9 AND TABLE C403.2.7.2 FBC-14 ENERGY
 CONSERVATION FOR COMPLIANCE INFORMATION. PLEASE NOTE
 THAT SHEET 08 SHOWS INSULATION INSTALLED ON THE
 SUSPENDED CEILING- REFER TO SECTION C402.2.1.
  
 5) THIS REVIEW IS STOPPED PENDING THE ARCHITECT'S
 RESPONSES TO BUILDING REVIEW COMMENT #4C REGARDING WHAT
 TYPE OF MEDICAL FACILITY IS BEING PROPOSED. THE
 ARCHITECT'S RESPONSE TO THAT COMMENT MAY GENERATE THE
 NEED FOR FURTHER MECHANICAL COMPLIANCES AND REVIEW.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop NFIP NFIP REVIEW ACTIVITY
Rev No 1 Status P Date 2016-11-08 Cont ID  
Sent By jwitmer Date 2016-11-08 Time 16:42 Rev Time 0.00
Received By jwitmer Date 2016-11-08 Time 16:42 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status P Date 2016-09-30 Cont ID  
Sent By gjohnson Date 2016-09-30 Time 08:48 Rev Time 0.00
Received By gjohnson Date 2016-09-29 Time 15:35 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2016-08-30 Cont ID  
Sent By tklarge Date 2016-08-30 Time 13:37 Rev Time 0.00
Received By tklarge Date 2016-08-30 Time 02:55 Sent To  
Notes
2016-08-30 09:33:371) SHT. 00 SHOWS A PROPOSED PROPANE TANK. THE PROPANE
 TANK AND ALL ASSOCIATED PIPING SHALL BE SUBMITTED AS A
 SEPARATE PERMIT.WPB AMEND. TO FBC SEC. 107.2.1.
 2) SHT.00 - HANDICAPPED ACCESSIBILITY REQS. - NOTE #1 -
 THE GRAB BARS SHALL BE MEASURED TO THE TOP OF THE
 GRIPPING SURFACE PER 2014 FAC SEC. 609.4.
 3) NOTE #2 - THE GRAB BAR BEHIND THE WATER CLOSET SHALL
 COMPLY WITH 2014 FAC SEC.604.5.2 AND FIGURE 604.5.2. IF
 THE GRAB BAR IS 36 INCHES LONG, IT SHALL NOT BE
 CENTERED ON THE FIXTURE.SEE SHT. 03 ALSO.
 4) NOTE #4 - THE TOILET PAPER DISPENSER SHALL BE
 LOCATED IN ACCORDANCCE WITH FAC SEC.604.7.SEE SHT. 03
 ALSO.
 5) THE PLANS INCLUDE AN OUT BUILDING THAT IS NOT SHOWN
 ON THE SITE PLAN. SUBMIT A SITE PLAN SHOWING THIS
 BUILDING AND THE SCOPE OF WORK TO BE DONE IN THIS
 BUILDING. WPB AMEND. TO FBC SEC. 107.2.1.
 6) THE FIGURES SHOWN FOR THE ACCESSIBILITY REQUIREMENTS
 ARE NOT INCLUDED IN THE 2014 FAC. CLARIFY.
 7) THE SINK IN THE EMPLOYEE LOUNGE SHALL COMPLY WITH
 2014 FAC SEC. 212.1 & 606.
 8) SHOW THE WIDTH OF THE TOILET ROOMS NEAR THE JANITOR
 ROOM. COMPLY WITH THE CLEAR FLOOR SPACE REQUIRED FOR
 THE WATER CLOSET AND LAVATORY. FAC SEC.604.3 & 606.
 9) THE NUMBER OF ACCESSIBLE SINKS SHALL COMPLY WITH FAC
 SEC.212.3. CLEARLY IDENTIFY THE HANDICAPPED ACCESSIBLE
 SINKS ON THE PLAN.
 10) SHT. 04 - CODE BOX SHOWS THE OCCUPANCY OF THIS
 SPACE AS AN A-2 AND THE HEIGHT AND BUILDING AREA BOX
 NOTES THE OCCUPANCY AS A "B" OCCUPANCY. INDICATE THE
 CORRECT OCCUPANCY ON THE PLANS IN ACCORDANCE WITH THE
 2014 FBC SEC.303.3.
 11) DRINKING FOUNTAINS ARE REQUIRED IN THIS FACILITY IN
 ACCORDANCE WITH TABLE 403.1 OF THE 2014 FPC. A MINIMUM
 OF TWO DRINKING FOUNTAINS COMPLYING WITH FAC SEC.211
 ARE REQUIRED.
 12) THE TWO WATER CLOSETS AND THE MOP SINK ARE NOT
 PROPERLY VENTED AND THE MOP SINK CANNOT BE INSTALLED ON
 A WET VENT AS IT IS NOT A FIXTURE IN A BATHROOM GROUP
 PER THE 2014 FPC SEC.912.1.
 13) INDICATE THE SIZE OF THE "ACCEPTANCE TANK" ON THE
 PLANS.
 14) SHT. P-5 SHOWS A CIRCULATION PUMP. SHOW THIS ON THE
 WATER RISER . IF THIS PUMP IS FOR THE HOT WATER
 RECIRCULATION SYSTEM, CLEARLY IDENTIFY ALL THE LINES
 AND SUBMIT A COMPLETE PIPING DETAIL FOR THE
 RECIRCULATION SYSTEM INCLUDING THE WATER HEATTER. WPB
 AMEND. TO FBC SEC. 107.2.1.
 15) THE RECIRCULATION SYSTEM SHALL COMPLY WITHTHE 2014
 FPC SEC.607.2.2.
 16) IS THERE ANY MEDICAL GAS BEING INSTALLED IN THIS
 FACILITY? IF SO, SUBMIT COMPLETE PIPING RISER AND FLOOR
 PLAN.
 17) WHAT TYPE OF MEDICAL CARE FACILITY IS THIS? IS IT
 AN AMBULATORY CARE FACILITY ( FBC SEC.422 ) OR AN
 OFFICE SURGERY SUITE ( FBC 469 ).
  
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 PLUMBING PLAN REVIEW
 561-805-6692
 [email protected]
  
  
  


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