Plan Review Details - Permit 17100244
Plan Review Stops For Permit 17100244
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2018-01-23 Cont ID  
Sent By jwitmer Date 2018-01-23 Time 09:31 Rev Time 0.00
Received By jwitmer Date 2018-01-23 Time 07:31 Sent To  
Notes
2018-01-23 09:30:582014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17100244
 ADD: 1125 OKEECHOBEE RD.
 CONT: ALL PURPOSE CONSTRUCTION
 TEL: 561-507-5448
 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. 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: 2ND REVIEW
 ACTION: DENIED
  
 1A-D) COMPLIED.
  
 2A-D) COMPLIED.
  
 3A-B) COMPLIED.
  
 4) 2ND REQUEST. SUBMITTED SOILS REPORTS ARE COPIED
 SIGNED AND SEALED SIGNATURES. 61G15-23.002(2) FL.
 ADMIN. CODE.
  
 5) SEMI-COMPLIED. SHEET S-1 ONLY GIVE THE WALL
 PRESSURES FOR ZONES 4 & 5 NO ROOF PRESSURES FOR ROOF
 ZONES 1-3. PLEASE NOTE ONLY A 2 FOOT PARAPET SO THERE
 IS A ROOF ZONE 3. PLEASE PROVIDE THE ROOF PRESSURES FOR
 ZONES 1-3, IN VASD. THANK YOU. 2014 FBC-B 1603.1.4 WIND
 DESIGN DATA.
  
 6A) 2ND REQUEST. PLEASE NOTE THE FLORIDA APPROVAL FL
 13624-R6 ONLY ONE COVERSHEET SUBMITTED, NO TECHNICAL
 SHEETS ATTACHED. WILL NEED 2 COMPLETE SETS OF THE
 PRODUCT APPROVAL, AND REVIEWED BY THE DESIGN
 PROFESSIONAL.
  
 6B) THE MIAMI-DADE NOA 14-0331.02 FOR DHS-500 ALUMINUM
 STOREFRONT SYSTEM IS FOR THE WINDOWS ONLY NOT FOR THE
 DOOR, THAT IS A DIFFERENT PRODUCT APPROVAL.
  
 6C) IN REVIEWING THE WINDOW PRODUCT APPROVAL I FOUND A
 DISCREPANCY IN THE PLANS. SHEET A201 SHOWS THE FRONT
 DOOR IDENTIFIED AS UNIT 101. SHEET A-203 IN THE DOOR
 SCHEDULE INDICATES THE DOOR TO BE A 7-0 FOOT TALL DOOR.
 SHEET A301 THE FRONT ELEVATION SHOWS A 8 FOOT TALL DOOR
 AND WINDOW SYSTEM. DISCREPANCY IN PLANS. 107.2.1.3
 ADDITIONAL INFORMATION IS REQUIRED. PRESSURES GOOD FOR
 STOREFRONT WINDOW.
  
 6D) THE ROOFING PRODUCT APPROVALS SUBMITTED CODE NOT BE
 REVIEWED SINCE THERE IS NO CHART PROVIDING THE POSITIVE
 AND NEGATIVE PRESSURES. 2014 FBC-B 1603.1.4 WIND DESIGN
 DATA
  
 6E) THE SUBMITTED MIAMI-DADE NOA 15-1008.01 A GAF
 RUBEROID MODIFIED BITUMEN FOR STEEL DECKS, A 91 PAGE
 REPORT. NO SUB-SYSTEM HAS BEEN IDENTIFIED, WILL NEED
 SUB-SYSTEM IDENTIFIED AND ASSOCIATED PRESSURES AND
 LIMITATIONS EITHER 7 OR 9.
 6F) THE SUBMITTED MIAMI-DADE NOA 15-0129.16 PLEASE
 REVIEW SHEET 4 OF 5 AND IDENTIFY THE SUB-SYSTEM TO BE
 APPLIED. SHEET 5 0F 5 REVIEW LIMITATIONS.
  
 7) 2ND REQUEST. IDENTIFY GLAZING/ MULLIONS.
 PLEASE IDENTIFY ON THE PRODUCT APPROVAL BEFORE
 SUBMITTING TO DESIGNER OF RECORD AND BEFORE SUBMISSION
 TO THE BUILDING DEPARTMENT. FOR ALL PRODUCTS WITH
 GLAZING, PLEASE IDENTIFY THE OPENING WIDTH & HEIGHT,
 TYPE OF GLAZING, MULLION SIZE, LENGTH IF UNREINFORCED
 OR REINFORCED INFORMATION IF REQUIRED, ATTACHMENTS AND
 ASSOCIATE PRESSURES FOR EACH OPENING SIZE. 2014 FBC-B
 1405.13.1 INSTALLATION. WINDOWS AND DOORS SHALL BE
 INSTALLED IN ACCORDANCE WITH APPROVED MANUFACTURER?S
 INSTRUCTIONS. FASTENER SIZE AND SPACING SHALL BE
 PROVIDED IN SUCH INSTRUCTIONS AND SHALL BE CALCULATED
 BASED ON MAXIMUM LOADS AND SPACING USED IN THE TESTS.
  
 8 )COMPLIED.
  
 9) PROVISO: SHEET S-3 SHOW METAL DECKING AND BAR JOIST.
 PLEASE PROVIDE COMPLIANCE WITH WELDING CERTIFICATE FOR
 INSPECTOR AT JOBSITE. THE CONTRACTOR IS REQUIRED TO
 PROVIDE WELD PROCEDURE SPECIFICATIONS & WELDER OPERATOR
 PERFORMANCE QUALIFICATION RECORDS IN ACCORDANCE WITH
 THE REFERENCED STANDARDS AT TIME OF INSPECTION.
 2014 FBC-B 2204.1 WELDING
 2014 FBC-B 2204.2 BOLTING.
  
 10-14) COMPLIED.
  
 15) IMPACT FEES. BEFORE A PERMIT TO CONSTRUCT, MAY BE
 ISSUED, IMPACT FEES MUST BE PAID TO PALM BEACH COUNTY.
 ONE SET OF PLANS WILL HAVE TO BE TAKEN (BY THE
 CONTRACTOR OR REPRESENTATIVE) TO THE PALM BEACH COUNTY
 IMPACT FEE OFFICE LOCATED AT 2300 N. JOG RD. ROOMS
 2W01-2W14 WEST PALM BEACH, FL. 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.
  
 16) 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 BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2017-10-26 Cont ID  
Sent By jwitmer Date 2017-10-26 Time 17:26 Rev Time 0.00
Received By jwitmer Date 2017-10-26 Time 10:51 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2018-02-01 Cont ID  
Sent By jpearson Date 2018-02-01 Time 15:24 Rev Time 0.00
Received By jpearson Date 2018-02-01 Time 15:24 Sent To I
Notes
2018-02-01 15:24:49NO CHANGES TO PREVIOUSLY APPROVED PLANS. SIGNED PLANS.
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2017-10-16 Cont ID  
Sent By fgiaquin Date 2017-10-16 Time 10:23 Rev Time 0.00
Received By fgiaquin Date 2017-10-16 Time 09:23 Sent To  
Notes
2017-10-16 10:22:29THIS PLAN HAS BEEN PASSED PROVISIONALLY:
  
 RECEPTACLE FOR OVER HEAD DOOR MUST BE GFCI PROTECTED
 PER NEC 210.8 (B8).
  
 PROVIDE AS-BUILT DRAWING FOR FINAL SHOWING LOCATION OF
 INSTA-HOT, CIRCUIT B8 ON PANEL SCHEDULE.
  
  
 CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2014 5TH EDITION
 FBC CE = FLORIDA BUILDING CODE ENERGY CONSERVATION 2014
 5TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2014 5TH EDITION,
 PART VIII ELECTRICAL
 NEC = NFPA 70 2011 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
  
 FRANK GIAQUINTO
 ELECTRICAL INSPECTOR
 ELECTRICAL PLANS EXAMINER
 CITY OF WPB
 DEVELOPMENT SERVICES DEPT.
 CELL 561-657-1653
 [email protected]
  
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2018-01-22 Cont ID  
Sent By squinone Date 2018-01-22 Time   Rev Time 0.00
Received By squinone Date 2018-01-22 Time   Sent To  
Notes
2018-01-22 10:58:331. AN ENGINEERING DEVELOPMENT APPROVAL APPLICATION WILL
 BE REQUIRED FROM THE ENGINEERING SERVICES DEPARTMENT.
 THE ENGINEERING DEVELOPMENT APPROVAL APPLICATION FORMS
 CAN BE DOWNLOADED FROM THE FOLLOWING WEBSITE LINK: HTTP
 ://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS,-
 PERMITS-APPLICATIONS
  
 2. PLEASE SUBMIT THE LATEST VERSION OF THE 'AUTO-CALC
 CERTIFIED COST ESTIMATE FORM' FOR SUBMISSION TO CITY OF
 WEST PALM BEACH PUBLIC WORKS DEPARTMENT FOR ADDITIONAL
 WORK PROPOSED. THIS FORM CAN BE DOWNLOADED FROM THE
 FOLLOWING LINK: HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-
 PUBLIC-WORKS/FORMS,-PERMITS-APPLICATIONS
  
 3. SUBMIT WITH THE ENGINEERING DEVELOPMENT APPROVAL
 APPLICATION SIGNED & SEALED ENGINEER/MEP WATER AND
 SANITARY SEWER CALCULATION (IN DETAIL I.E. AVERAGE AND
 PEAK WITH PEAKING FACTOR). SUBMIT CALCULATIONS TO
 VALIDATE METER SIZE SELECTION. SHOW THESE CALCULATIONS
 ON THE UTILITY PLAN SHEET AS WELL;
  
 4. CCTV MUST BE PROVIDED FROM MANHOLE TO MANHOLE WHERE
 THE PROPOSED SANITARY SEWER WILL BE LOCATED. CONTACT ME
 FOR THE MANHOLE NUMBER AND SUBMIT CD WITH THE
 ENGINEERING DEVELOPMENT APPROVAL APPLICATION. MUST
 OBTAIN A RIGHT-OF-WAY PERMIT FOR THE WORK AND
 COORDINATE WITH O&M SANITARY COLLECTION, CHARLES
 PHOENIX;
  
 5. PLEASE INCLUDE THE LATEST VERSION OF THE APPLICABLE
 CITY OF WEST PALM BEACH STANDARD UTILITY DETAILS TO THE
 DETAIL SHEET/S DURING SUBMISSION OF THE FINAL
 ENGINEERING PLANS. CONTACT THE ENGINEERING SERVICES
 DEPARTMENT FOR THE LATEST REVISED DETAILS IN CAD
 FORMAT. CITY'S STANDARD DETAILS (IN PDF FILE FORMAT)
 CAN BE DOWNLOADED FROM THE FOLLOWING SITE: HTTP://WPB.O
 RG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FORMS,-PERMITS-
 APPLICATIONS
  
 6. PLACEMENT OF THE ANY PROPOSED METER, BACKFLOW
 PREVENTER, DCDA ETC. SHALL BE INSTALLED PER THE CITY'S
 STANDARD DETAILS. WATER METER SHOULD BE WITHIN THE
 RIGHT-OF-WAY OR INSIDE AN 'UTILITY EASEMENT' JUST
 INSIDE THE PROPERTY NEAR THE RIGHT-OF-WAY AND
 ACCESSIBLE;
  
 7. MUST PROVIDE UTILITY CONFLICT TABLE (BOTTOM AND TOP
 OF CROSSING PIPES) AT THE CONFLICT POINTS OF ALL WATER,
 STORM AND SANITARY SEWER PIPES AS WELL AS OTHER
 FRANCHISE UTILITIES. EXISTING UTILITIES WITHIN THE
 PROPOSED SANITARY SEWER LATERAL ARE TO BE VERIFIED VIA
 SOFTDIGS, PROVIDE ALL UTILITY CROSSING INFORMATION;
  
 8. IN THE FINAL PLANS, SHOW DIRECTION OF FLOW FOR THE
 EXISTING SANITARY SEWER. SHOW INVERT AT CONNECTION
 POINTS AND INCLUDE A PROFILE FOR THE PROPOSED SERVICE
 LATERAL WITH GROUND ELEVATIONS ABOVE THE PIPE;
  
 9. PAVEMENT RESTORATION FOR OPEN CUT/TRENCH FOR UTILITY
 CONNECTION WORKS WILL NEED TO BE IN ACCORDANCE WITH
 2016 CITY STANDARD DETAIL GC-9. THE ROAD SHALL BE
 MILLED/RESURFACED FOR FULL LANE WIDTH OF THE TRAVEL
 LANE(S) ENCROACHED BY THE TRENCH AREA, INCLUDING A
 TRANSITION AREA OF 50 FEET ON EACH SIDE OF THE TRENCH.
 PLEASE SHOW ON THE FINAL PLANS THE EXTENT OF THE
 MILLING AND RESURFACING;
  
 10. FOR THE FINAL WATER AND SEWER PLANS, INCLUDE A
 NOTE THAT: AS OF DECEMBER 20, 2015 THE CITY OF WEST
 PALM BEACH CROSS-CONNECTION CONTROL MANUAL HAS BEEN
 REVISED, MAKING KNOWN THAT "ALL BACKFLOW DEVICES MUST
 BE LEAD FREE." FOR MORE INFORMATION REFER TO THE LINK
 BELOW:
 HTTP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES/FORMS-PUBLI
 CATIONS/BACKFLOW-CROSS-CONNECTION-CONTROL-MANUAL
  
 11. SHOW THE NEAREST FIRE HYDRANT TO THIS SITE ON THE
 FINAL UTILITY PLAN. FIRE HYDRANT FLOW TEST DATA FROM
 EXISTING FIRE HYDRANT WILL BE REQUIRED PART OF THE PLAN
 SUBMITTAL. SHOW HYDRANT FLOW TEST DATA RESULT ON THE
 PLANS;
  
 12. FIRE HYDRANT TEST CAN BE REQUESTED AT
 (561)804-4700;
  
 13. ALL PROPOSED FIRE DEPARTMENT CONNECTIONS SHALL BE
 WITHIN 100 FEET OF A FIRE HYDRANT AND SHALL BE WITHIN
 AN EASEMENT WITHIN THE PROPERTY;
  
 SOFIA QUINONES-BENEJAM, EI
 PROJECT ENGINEER
 CITY OF WEST PALM BEACH
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33402
 (MAILING ADDRESS: PO BOX 3366)
 P: 561.494.1108
 C: 561.459.6518
 F: 561.494.1116
 EMAIL: [email protected]
  
  
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2017-11-28 Cont ID  
Sent By shill Date 2017-11-28 Time 07:32 Rev Time 0.00
Received By shill Date 2017-11-28 Time 07:32 Sent To  
Notes
2017-11-28 07:33:42PLEASE CONTACT ENGINEERING DEPARTMENT DIRECTLY FOR
 ENGINEERING PERMIT APPLICATION SUBMITTAL REQUIREMENTS
 PLANS SUBMITTED NOT YET REVIEWED BY ENGINEERING
 DEPARTMENT; NO CIVIL PLANS SUBMITTED
 ***ENGINEERING DEPARTMENT APPROVAL REQUIRED PRIOR TO
 PERMIT ISSUANCE***
 HTTP://WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FOR
 MS,-PERMITS-APPLICATIONS
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2018-01-12 Cont ID  
Sent By pleduc Date 2018-01-12 Time   Rev Time 0.00
Received By pleduc Date 2018-01-11 Time 14:55 Sent To  
Notes
2018-01-11 15:53:22THIS 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) THERE ARE NO RACK/RACK SYSTEM INDICATED. IF RACKS
 ARE GOING TO BE INSTALLED THEY SHALL BE SUBMITTED UNDER
 SEPARATE SHOPE DRAWINGS.
  
 PER NFPA 1, CHAPTER 34, GENERAL STORAGE.
  
 34.7.3 STORAGE ARRANGEMENT.
 34.7.3.1* RACK STRUCTURE. RACK CONFIGURATIONS SHALL BE
 APPROVED.
 34.7.3.2* RACK LOADING. RACKS SHALL NOT BE LOADED
 BEYOND THEIR DESIGN CAPACITY.
  
 PLEASE INCLUDE SPEC SHEETS AND TYPE OF COMMODITY AND
 HOW IT WILL BE PALLETIZED WITH THE SEPARATE SUBMITTAL.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
  
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2017-10-11 Cont ID  
Sent By pleduc Date 2017-10-11 Time   Rev Time 0.00
Received By pleduc Date 2017-10-11 Time 10:26 Sent To  
Notes
2017-10-11 11:24:13THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) SHEET A 201 - THERE IS CONFUSION AS TO WHAT THIS
 PROJECT CONSISTS OF IN THE DESCRIPTION OF WORK.
 INTERIOR WORK IS INDICATED TO AN EXISTING SPACE.
  
 IS THE PROPOSED BUILDING BEING BUILT ON VACANT LAND?
  
 IS THE PROPOSED BUILDING A WAREHOUSE AND THEN LATER
 CONVERTED TO A RESTAURANT?
  
 IF SO, THE OCCUPANCY SHOULD BE WAREHOUSE WHICH IS
 STATED; HOWEVER, SEPARATE PERMITS AND INTERIOR
 BUILD-OUT WOULD BE REQUIRED TO CHANGE IT FROM WAREHOUSE
 TO ASSEMBLY.
  
 PLEASE CORRECT THE OCCUPANCY OR THE DESCRIPTION OF WORK
 ACCORDINGLY OR PROVIDE INTERIOR DRAWINGS FOR THE
 RESTAURANT.
  
 THIS PERMIT CAN NOT BE APPROVED FOR A RESTAURANT
 ASSEMBLY/MERCANTILE UNLESS THE ENTIRE INTERIOR
 BUILD-OUT IS INDICATED.
  
  
  
 2) SHEET A 201 - THE REAR EXIT DOES NOT APPEAR TO LEAD
 TO A PUBLIC WAY. THERE IS INSUFFICIENT SITE PLAN AND
 THE SURROUNDING AREA TO DETERMINE THE EXIT LEADS TO A
 PUBLIC WAY.
  
 PER NFPA 101, CHAPTER 7, MEANS OF EGRESS:
  
 7.7 DISCHARGE FROM EXITS.
 7.7.1* EXIT TERMINATION. EXITS SHALL TERMINATE
 DIRECTLY, AT A PUBLIC WAY OR AT AN EXTERIOR EXIT
 DISCHARGE, UNLESS OTHERWISE PROVIDED IN 7.7.1.2 THROUGH
 7.7.1.4.
 7.7.1.1 YARDS, COURTS, OPEN SPACES, OR OTHER PORTIONS
 OF THE EXIT DISCHARGE SHALL BE OF THE REQUIRED WIDTH
 AND SIZE TO PROVIDE ALL OCCUPANTS WITH A SAFE ACCESS TO
 A PUBLIC WAY.
  
 PLEASE PROVIDE A DETAILED SITE PLAN INDICATING
 COMPLIANCE WITH THE CODE.
  
  
  
 3) A DOOR SCHEDULE IS NOT INDICATED FOR AND DOOR OR
 DOOR HARDWARE, INCLUDING EXIT DOORS.
  
 PER NFPA 101, CHAPTER 7, MEANS OF EGRESS:
  
 7.2 MEANS OF EGRESS COMPONENTS.
 7.2.1 DOOR OPENINGS.
 7.2.1.1 GENERAL.
 7.2.1.1.1 A DOOR ASSEMBLY IN A MEANS OF EGRESS SHALL
 CONFORM TO THE GENERAL REQUIREMENTS OF SECTION 7.1 AND
 TO THE SPECIAL REQUIREMENTS OF 7.2.1.
 7.2.1.1.2 EVERY DOOR OPENING AND EVERY PRINCIPAL
 ENTRANCE THAT IS REQUIRED TO SERVE AS AN EXIT SHALL BE
 DESIGNED AND CONSTRUCTED SO THAT THE PATH OF EGRESS
 TRAVEL IS OBVIOUS AND DIRECT. WINDOWS THAT,BECAUSE OF
 THEIR PHYSICAL CONFIGURATION OR DESIGN AND THE
 MATERIALS USED IN THEIR CONSTRUCTION, HAVE THE
 POTENTIAL TO BE MISTAKEN FOR DOOR OPENINGS SHALL BE
 MADE INACCESSIBLE TO THE OCCUPANTS BY BARRIERS OR
 RAILINGS.
  
 7.2.1.5 LOCKS, LATCHES, AND ALARM DEVICES.
 7.2.1.5.1 DOOR LEAVES SHALL BE ARRANGED TO BE OPENED
 READILY FROM THE EGRESS SIDE WHENEVER THE BUILDING IS
 OCCUPIED.
 7.2.1.5.2* THE REQUIREMENT OF 7.2.1.5.1 SHALL NOT APPLY
 TO DOOR LEAVES OF LISTED FIRE DOOR ASSEMBLIES AFTER
 EXPOSURE TO ELEVATED TEMPERATURE IN ACCORDANCE WITH THE
 LISTING, BASED ON LABORATORY FIRE TEST PROCEDURES.
 7.2.1.5.3 LOCKS, IF PROVIDED, SHALL NOT REQUIRE THE USE
 OF A KEY, A TOOL, OR SPECIAL KNOWLEDGE OR EFFORT FOR
 OPERATION FROM THE EGRESS SIDE.
  
 7.2.1.5.5 KEY-OPERATED LOCKS.
 7.2.1.5.5.1 EXTERIOR DOOR ASSEMBLIES SHALL BE PERMITTED
 TO HAVE KEYOPERATED LOCKS FROM THE EGRESS SIDE,
 PROVIDED THAT ALL OF THE FOLLOWINGCRITERIA ARE MET:
 (1) THIS ALTERNATIVE IS PERMITTED IN CHAPTERS 11
 THROUGH 43 FOR THE SPECIFIC OCCUPANCY.
 (2) A READILY VISIBLE, DURABLE SIGN IN LETTERS NOT LESS
 THAN 1 IN. (25 MM) HIGH ON A CONTRASTING BACKGROUND
 THAT READS AS FOLLOWS IS LOCATED ON OR ADJACENT TO THE
 DOOR LEAF: THIS DOOR TO REMAIN UNLOCKED WHEN THE
 BUILDING IS
 OCCUPIED.
 (3) THE LOCKING DEVICE IS OF A TYPE THAT IS READILY
 DISTINGUISHABLE AS LOCKED.
 (4) A KEY IS IMMEDIATELY AVAILABLE TO ANY OCCUPANT
 INSIDE THE BUILDING WHEN IT IS LOCKED.
  
 PLEASE PROVIDE A DOOR SCHEDULE INCLUDING EXIT DOOR
 HARDWARE IN COMPLIANCE WITH THE CODE.
  
  
 4) SHEET A 301 - LIGHTWEIGHT ROOF TRUSSES ARE
 INDICATED.
  
 PER FLORIDA 69A-60.0081; NOTICE SIGNAGE IS REQUIRED FOR
 STRUCTURES WITH LIGHT-FRAME TRUSS-TYPE CONSTRUCTION.
 ANY COMMERCIAL, INDUSTRIAL, OR ANY MULTIUNIT
 RESIDENTIAL STRUCTURE OF THREE UNITS OR MORE WHICH USES
 HORIZONTAL OR VERTICAL LIGHT-FRAME TRUSS-TYPE
 CONSTRUCTION IN ANY PORTION SHALL BE MARKED WITH A
 MALTESE CROSS SIGN MEASURING 8 INCHES HORIZONTALLY AND
 8 INCHES VERTICALLY, OF A BRIGHT RED REFLECTIVE COLOR.
 THE APPROVED SYMBOL SHALL BE PLACED WITHIN 24 INCHES TO
 THE LEFT OF THE MAIN ENTRY DOOR.
 A. STRUCTURES WITH LIGHT-FRAME TRUSS ROOFS SHALL BE
 MARKED WITH THE LETTER "R".
 B. STRUCTURES WITH LIGHT-FRAME TRUSS FLOOR SYSTEMS
 SHALL BE MARKED WITH THE LETTER "F".
 C. STRUCTURES WITH LIGHT-FRAME TRUSS FLOOR AND ROOF
 SYSTEMS SHALL BE MARKED WITH THE LETTERS "R/F".
  
 PLEASE PROVIDE A NOTE INDICATING COMPLIANCE WITH THE
 CODE.
  
  
  
 5) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
  
 6) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date   Cont ID  
Sent By   Date 2018-02-01 Time   Rev Time 0.00
Received By lmarchan Date 2018-01-08 Time 15:47 Sent To  
Notes
2018-01-09 15:47:36C08
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2017-11-28 Cont ID  
Sent By shill Date 2017-11-28 Time 07:36 Rev Time 0.00
Received By shill Date 2017-10-06 Time 12:57 Sent To  
Notes
2017-10-10 12:57:27C09
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2018-01-23 Cont ID  
Sent By jwitmer Date 2018-01-23 Time 09:31 Rev Time 0.00
Received By jwitmer Date 2018-01-23 Time 07:31 Sent To  
Notes
2018-01-23 09:31:34IMPACT FEES
 BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. ONE SET OF
 PLANS WILL HAVE TO BE TAKEN (BY THE CONTRACTOR OR
 REPRESENTATIVE) TO THE PALM BEACH COUNTY IMPACT FEE
 OFFICE LOCATED AT 2300 N. JOG RD. ROOMS 2W01-2W14 WEST
 PALM BEACH, FL. 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 BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2017-10-26 Cont ID  
Sent By jwitmer Date 2017-10-26 Time 17:27 Rev Time 0.00
Received By jwitmer Date 2017-10-26 Time 10:51 Sent To  
Notes
2017-10-26 17:27:261) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2018-01-26 Cont ID  
Sent By ccole Date 2018-01-26 Time 17:51 Rev Time 0.00
Received By ccole Date 2018-01-26 Time 17:37 Sent To  
Notes
2018-01-26 17:57:021ST REVIEW FBC-2014 MECHANICAL
 PERMIT #17100244
 1/26/17
  
 PLAN REVIEW RESULTS: DENIED.
  
 COMMENT #3 FROM THE 1ST REVIEW WAS NOT ADDRESSED- SEE
 BELOW.
  
 3) THE PROPOSED BUILDING SHALL BE IN COMPLIANCE WITH
 THE FBC-14 ENERGY CONSERVATION CODE. REFER TO SECTIONS
 C101.5 AND C401.2 AND SUBMIT AN ENERGY COMPLIANCE
 REPORT.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
  
  
  
  
  
  
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2017-11-07 Cont ID  
Sent By ccole Date 2017-11-07 Time 09:46 Rev Time 0.00
Received By ccole Date 2017-11-07 Time 09:44 Sent To  
Notes
2017-11-07 10:12:351ST REVIEW FBC-2014 MECHANICAL
 PERMIT #17100244
 11/7/17
  
 PLAN REVIEW RESULTS: DENIED.
 PLEASE ADDRESS THE FOLLOWING COMMENTS.
  
 1) SHEET A-201: REFER TO BUILDING REVIEW COMMENTS AND
 ADDRESS THE DISCREPANCIES IN THE BUILDING CODE AND
 DESIGN ANALYSIS. THE DESCRIPTION OF WORK IS INDICATING
 A NEW RESTAURANT TO BE BUILT-OUT IN A VACANT SPACE,
 HOWEVER THIS IS A NEW BUILDING THAT YOU ARE CLASSIFYING
 AS A STORAGE/WAREHOUSE. A THOROUGH MECHANICAL REVIEW
 CANNOT BE COMPLETED AT THIS TIME.
  
 2) PROVIDE COOLING AND HEATING CALCULATIONS FOR THE NEW
 5-TON AC SYSTEM- SECTION C403.2.1 FBC-14 ENERGY
 CONSERVATION AND SECTION 312.1 FBC-14 MECHANICAL.
  
 3) THE PROPOSED BUILDING SHALL BE IN COMPLIANCE WITH
 THE FBC-14 ENERGY CONSERVATION CODE. REFER TO SECTIONS
 C101.5 AND C401.2 AND SUBMIT AN ENERGY COMPLIANCE
 REPORT.
  
 4) PROVIDE MINIMUM VENTILATION CALCULATIONS FOR ALL
 ROOMS AND SPACES PER TABLE 403.3 FBC-14 MECHANICAL.
 PROVIDE A SCHEDULE THAT INDICATES THE REQUIRED AND
 PROVIDED CFMS OF OUTDOOR AIR.
  
 5) INDICATE HOW OUTDOOR AIR IS BEING PROVIDED TO THE
 NEW AIR HANDLER, AND COMPLY WITH SECTION C403.2.4.4.
 FOR REQUIRED DAMPER.
  
 6) SHEETS A-501 & A-502: KEY NOTE #1 NOT SHOWN ON THE
 PLAN. PLEASE SHOW THE CONDENSATE PIPING RUN AND
 DISPOSAL LOCATION.
  
 7) A-501 & A-502: A SMOKE DETECTOR IS REQUIRED IN THE
 RETURN AIR SYSTEM OF THE 5-TON AC SYSTEM PER SECTION
 606.2.1. PLEASE NOTE THAT AN EXEMPTION CAN BE APPLIED
 IF THE MANUFACTURER'S SPECIFICATIONS INDICATE SYSTEMS
 ARE NOT CAPABLE OF PRODUCING OVER 2000 CFMS OF SUPPLY
 AIR, HOWEVER HE PLAN IS INDICATING 2320 CFMS OF SUPPLY
 AIR.
  
 8) A-501 & A-502: PROVIDE AN AIR DEVICE SCHEDULE TO
 MATCH THE SYMBOLS ON THE PLAN.
  
 9) A-501 & A-502: SHOW THE BATH EXHAUST DUCT RUN AND
 TERMINATION LOCATION AND A TERMINATION CAP DETAIL.
  
 9) ADVISORY: A NON-COMBUSTIBLE DOOR FOR THE AC CLOSET
 WILL BE REQUIRED IF THE RETURN IS NOT DUCTED DIRECTLY
 TO THE AIR HANDLER- SEE SECTION C403.2.7.2 FBC-14
 ENERGY CONSERVATION CODE, AND SECTION 602.2.1 FBC-14
 MECHANICAL.
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE
 PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND
 KEEP THEM WITH THE SUBMITTALS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
  
Review Stop P PLUMBING
Rev No 2 Status F Date 2018-01-31 Cont ID  
Sent By gjohnson Date 2018-01-31 Time 16:50 Rev Time 0.00
Received By gjohnson Date 2018-01-31 Time 10:32 Sent To  
Notes
2018-01-31 16:57:561ST REVIEW: FBC 2014 5TH EDITION
  
 PLUMBING COMMENTS: PREVIOUS COMMENTS NOT COMPLIED WITH
  
 3. SHT. A-202 DETAIL #3 THE WATER CLOSET DIMENSION OFF
 THE SIDE WALL SHALL BE 16" MIN. AND 18" MAX. PER FBC
 ACC 604.2
  
 7. SHT. A-401 THE ROOF DRAIN ISOMETRIC SHOWS THE
 HORIZONTAL PIPING RUN AT 1/8" PER FT PER TABLE 1106.3
 4" AT 1/8" PER FT IS 1504 SQFT MAX . THE LAST SECTION
 OF HORIZONTAL PIPING SHALL BE 5" MIN OR RUN AT 1/4" PER
 FT PLEASE CORRECT PLAN PER FBC PL TABLE 1106.3
  
 8. SHT. A-402 PROVIDE DETAIL THAT SHOWS THE DIMENSIONS
 OF THE OVERFLOW SCUPPER SIZED PER FBC PL TABLE 1106.7
 SHOW COMPLIANCE WITH FBC 1503.4.2.1
  
 9. A SEPARATE PERMIT IS REQUIRED FOR BACKFLOW PER WPB
 UTILITIES DEPT. PLEASE PROVIDE NOTE ON PLAN.
  
 10. PLEASE SHOW COMPLIANCE WITH FBC PL 416.5 TEMPERED
 WATER FOR PUBLIC HAND-WASHING FACILITIES.
 TEMPERED WATER SHALL BE DELIVERED FROM LAVATORIES AND
 GROUP WASH FIXTURES LOCATED IN PUBLIC TOILET FACILITIES
 PROVIDED FOR CUSTOMERS, PATRONS AND VISITORS. TEMPERED
 WATER SHALL BE DELIVERED THROUGH AN APPROVED
 WATER-TEMPERATURE LIMITING DEVICE THAT CONFORMS TO ASSE
 1070 OR CSA B125.3.
  
 12. HOT WATER IS REQUIRED AT SERVICE SINK PER FBC PL
 607.1
  
 NEW COMMENTS:
  
 1. SERVICE SINK NOT SHOWN ON PLUMBING RISERS. CLARIFY.
 PER WPB AMEND TO FBC 107.2.1
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.
  
 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 2017-11-04 Cont ID  
Sent By gjohnson Date 2017-11-04 Time 11:14 Rev Time 0.00
Received By gjohnson Date 2017-11-04 Time 08:28 Sent To  
Notes
2017-11-04 11:44:421ST REVIEW: FBC 2014 5TH EDITION
  
 PLUMBING COMMENTS:
  
 1. SHT. A-202 DETAIL #1 IT APPEARS THE CLEAR FLOOR
 SPACE FOR THE FIXTURES IS BEING SHOWN OUTSIDE THE
 BATHROOM. PLEASE SHOW THE FIXTURES INSIDE THE REQUIRED
 CLEAR FLOOR SPACE AND PROVIDE DIMENSIONS ON FLOOR
 SPACE. PER WPB AMEND TO FBC 107.2.1
  
 2. PLEASE SHOW COMPLIANCE WITH FBC ACC 604.7
 DISPENSERS.
 TOILET PAPER DISPENSERS SHALL COMPLY WITH 309.4 AND
 SHALL BE 7 INCHES MINIMUM AND 9 INCHES MAXIMUM IN FRONT
 OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE
 DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE 15
 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISH
 FLOOR AND SHALL NOT BE LOCATED BEHIND GRAB BARS.
 DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROLS
 DELIVERY OR THAT DOES NOT ALLOW CONTINUOUS PAPER FLOW.
  
 3. SHT. A-202 DETAIL #3 THE WATER CLOSET DIMENSION OFF
 THE SIDE WALL SHALL BE 16" MIN. AND 18" MAX. PER FBC
 ACC 604.2
  
 4. A-201 UNDER APPLICABLE CODE IT LIST THE EXISTING
 BUILDING CODE AND CHANGE OF USE THE PLAN CALLS IT A NEW
 WAREHOUSE PLEASE CLARIFY. PER WPB AMEND TO FBC 107.2.1
  
 5. SHT. A-401 THE ROOF DRAIN CALCULATIONS LIST A MAIN
 HOUSE AND GUEST HOUSE WITH DIFFERENT SQFT THAN THE ROOF
 PLAN SHOWS PLEASE CLARIFY. PER WPB AMEND TO FBC 107.2.1
  
 6. THE PERMIT APPLICATION SHOWS UNDER WORK DESCRIPTION
 A NEW SFR PLEASE CLARIFY AND CORRECT APPLICATION. PER
 WPB AMEND TO FBC 107.2.1
  
 7. SHT. A-401 THE ROOF DRAIN ISOMETRIC SHOWS THE
 HORIZONTAL PIPING RUN AT 1/8" PER FT PER TABLE 1106.3
 4" AT 1/8" PER FT IS 1800 SQFT MAX . THE LAST SECTION
 OF HORIZONTAL PIPING SHALL BE 5" MIN OR RUN AT 1/4" PER
 FT PLEASE CORRECT PLAN PER FBC PL TABLE 1106.3
  
 8. SHT. A-402 PROVIDE DETAIL THAT SHOWS THE DIMENSIONS
 OF THE OVERFLOW SCUPPER SIZED PER FBC PL TABLE 1106.7
  
 9. A SEPARATE PERMIT IS REQUIRED FOR BACKFLOW PER WPB
 UTILITIES DEPT. PLEASE PROVIDE NOTE ON PLAN.
  
 10. PLEASE SHOW COMPLIANCE WITH FBC PL 416.5 TEMPERED
 WATER FOR PUBLIC HAND-WASHING FACILITIES.
 TEMPERED WATER SHALL BE DELIVERED FROM LAVATORIES AND
 GROUP WASH FIXTURES LOCATED IN PUBLIC TOILET FACILITIES
 PROVIDED FOR CUSTOMERS, PATRONS AND VISITORS. TEMPERED
 WATER SHALL BE DELIVERED THROUGH AN APPROVED
 WATER-TEMPERATURE LIMITING DEVICE THAT CONFORMS TO ASSE
 1070 OR CSA B125.3.
  
 11. A SERVICE SINK IS REQUIRED PER FBC PL TABLE 403.1
  
 12. HOT WATER IS REQUIRED AT SERVICE SINK PER FBC PL
 607.1
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
Review Stop Z ZONING
Rev No 2 Status F Date 2018-01-22 Cont ID  
Sent By eschneid Date 2018-01-22 Time 09:24 Rev Time 0.25
Received By eschneid Date 2018-01-22 Time 09:24 Sent To  
Notes
2018-01-22 09:25:46FAILED
  
 1) REPEAT COMMENT: INDUSTRIAL BUILDINGS IN EXCESS OF
 1,000 SQUARE FEET ARE REQUIRED TO BE APPROVED THROUGH
 THE INFORMAL SITE PLAN REVIEW PROCESS THROUGH THE
 PLANNING DIVISION PRIOR TO THE ISSUANCE OF A BUILDING
 PERMIT. ZONING STAFF WILL NOT REVIEW THIS BUILDING
 PERMIT UNTIL THE INFORMAL SITE PLAN IS SUBMITTED,
 REVIEWED AND APPROVED BY THE PLANS AND PLATS REVIEW
 COMMITTEE.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446.
 [email protected]
Review Stop Z ZONING
Rev No 1 Status F Date 2017-11-01 Cont ID  
Sent By eschneid Date 2017-11-01 Time 13:20 Rev Time 0.25
Received By eschneid Date 2017-11-01 Time 11:00 Sent To  
Notes
2017-11-01 13:23:16FAILED
  
 1) INDUSTRIAL BUILDINGS IN EXCESS OF 1,000 SQUARE FEET
 ARE REQUIRED TO BE APPROVED THROUGH THE INFORMAL SITE
 PLAN REVIEW PROCESS THROUGH THE PLANNING DIVISION PRIOR
 TO THE ISSUANCE OF A BUILDING PERMIT.
  
 CONTACT ERIC SCHNEIDER @ (561) 822-1446.
 [email protected]


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