Plan Review Details - Permit 18040836
Plan Review Stops For Permit 18040836
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2018-11-01 Cont ID  
Sent By cthroop Date 2018-11-01 Time 08:31 Rev Time 0.00
Received By cthroop Date 2018-11-01 Time 07:54 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2018-10-25 Cont ID  
Sent By cthroop Date 2018-10-25 Time 16:15 Rev Time 0.00
Received By cthroop Date 2018-10-25 Time 15:51 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2018-08-27 Cont ID  
Sent By cthroop Date 2018-08-27 Time 17:20 Rev Time 0.00
Received By cthroop Date 2018-08-23 Time 07:55 Sent To  
Notes
2018-08-27 17:20:54SEE PROVISO ON PLANS. CT
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2018-06-12 Cont ID  
Sent By jgomez Date 2018-06-12 Time 17:30 Rev Time 0.00
Received By jgomez Date 2018-06-08 Time 18:41 Sent To  
Notes
2018-06-12 17:38:24BUILDING REVIEW COMMENTS
 CODE: FBC 6TH EDITION (2017).
  
 1-IMPACT FEES
 BEFORE A PERMIT TO CONSTRUCT CAN BE ISSUED, IMPACT FEES
 MUST BE PAID TO PALM BEACH COUNTY. UPON APPROVAL, ONE
 SET OF PLANS SHALL BE SIGNED OUT AND SUBMITTED TO PALM
 BEACH COUNTY FOR AN IMPACT FEE REVIEW. THE PLANS WITH
 THE IMPACT FEE STAMP AND A COPY OF THE PAID RECEIPT
 MUST BE RETURNED TO THE CITY BUILDING DEPARTMENT BEFORE
 THE BUILDING PERMIT CAN BE ISSUED. FOR INFORMATION CALL
 PALM BEACH COUNTY IMPACT FEES AT (561) 233-5025.
  
 2- PROVIDE SITE PLAN THAT INCLUDES COMPLETE INFORMATION
 FOR DRAINAGE AS REQUIRED BY SEC. 107.2.5 CITY
 AMENDMENTS.
  
 SEC. 107.2.5 SITE PLAN. THE CONSTRUCTION DOCUMENTS
 SUBMITTED WITH THE APPLICATION FOR PERMIT SHALL BE
 ACCOMPANIED BY A SITE PLAN SHOWING TO SCALE THE SIZE
 AND LOCATION OF NEW CONSTRUCTION AND EXISTING
 STRUCTURES ON THE SITE, DISTANCES FROM LOT LINES, THE
 ESTABLISHED STREET GRADES AND THE PROPOSED FINISHED
 GRADES, DEPICTING THE PROPOSED LOT DRAINAGE AND, AS
 APPLICABLE, FLOOD HAZARD AREAS, FLOODWAYS, AND DESIGN
 FLOOD ELEVATIONS; AND IT SHALL BE DRAWN IN ACCORDANCE
 WITH AN ACCURATE AND INCLUDED ON A BOUNDARY LINE
 SURVEY. IN THE CASE OF DEMOLITION, THE SITE PLAN SHALL
 SHOW CONSTRUCTION TO BE DEMOLISHED AND THE LOCATION AND
 SIZE OF EXISTING STRUCTURES AND CONSTRUCTION THAT ARE
 TO REMAIN ON THE SITE OR PLOT. THE BUILDING OFFICIAL IS
 AUTHORIZED TO WAIVE OR MODIFY THE REQUIREMENT FOR A
 SITE PLAN WHEN THE
 APPLICATION FOR PERMIT IS FOR ALTERATION OR REPAIR OR
 WHEN OTHERWISE WARRANTED.
  
 3- SHEET G100:
 A) CODE REVIEW INFORMATION REFERENCES FLORIDA
 ACCESSIBILITY CODE 2014 AND FLORIDA PLUMBING CODE 2014.
 THE CURRENT CODE IS THE 2017 CODE. REVISE AS REQUIRED.
 CHAPTER 553 F.S.
  
 B) OCCUPANCY CLASSIFICATION IS NOT CLEAR. CODE REVIEW
 INFORMATION SPECIFIES BUSINESS AND LIGHT STORAGE S-2
 OCCUPANCIES, WHILE INFORMATION ON SHEET S301 SPECIFIES
 OCCUPANCY CLASSIFICATION F-1. REVISE AS REQUIRED TO
 MATCH. SEC. 302.1 FBC.
  
 C) CONSTRUCTION TYPE IS NOT CLEAR. CODE REVIEW
 SPECIFIES CONSTRUCTION TYPE III-B, WHILE INFORMATION ON
 SHEET S301 SPECIFIES CONSTRUCTION TYPE II. REVISE AS
 REQUIRED. SEC. 601.1 FBC.
  
 D) PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR 2
 HOUR FIRE RATED EXTERIOR WALLS ASSEMBLY AS REQUIRED TO
 COMPLY WITH SEC. 602.3 FBC FOR TYPE III-B CONSTRICTION.
 COORDINATE WITH ITEM #3D ABOVE.
  
 E) OCCUPANCY LOAD SPECIFIED ON CODE REVIEW IS NOT CLEAR
 AND IT DOESN'T MATCH INFORMATION SHOWN ON FLOOR PLANS
 ON SHEET A-300. IN ADDITION, NEED TO SPECIFY THE
 OCCUPANT LOAD OF THE MEZZANINE. SEC. 1004.1 FBC AND
 TABLE 1004.1.2 FBC.
  
 F)EGRESS INFORMATION IN CODE REVIEW IS INCOMPLETE AND
 NEED TO BE UPDATED. PROVIDE THE MAXIMUM TRAVEL DISTANCE
 (INCLUDING MEZZANINE) AND UPDATE CITED TABLES. SEE 2017
 FBC FOR CORRECT TABLES AND SECTIONS.
 PROVIDE MAXIMUM TRAVEL DISTANCE ON PLANS, INCLUDING
 FROM MEZZANINE. NOTE: SEE SEC. 1017.3 FBC FOR
 MEASUREMENT OF TRAVEL DISTANCE.
  
 4- SHEET S-300:
 A) PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR ALL
 THE TIE BEAMS OF TWO STORY REINFORCED CONCRETE BLOCK
 WALL. SEC. 1604.1 FBC.
  
 B) IT LOOKS LIKE THE ANCHORS SPECIFIED TO SUPPORT
 (2)2X6 STRUCTURAL WOOD LEDGER FOR THE MEZZANINE FLOOR
 TRUSSES MIGHT NOT BE ADEQUATE TO SUPPORT ALL THE LIVE
 AND DEAD LOADS. THIS MEZZANINE IS USED FOR STORAGE. SEE
 TABLE 1607.1 FBC FOR REQUIRED LIVE LOADS. PROVIDE
 ENGINEERING ANALYSIS SHOWING COMPLIANCE WITH ALL THE
 DEAD AND LIVE LOADS. COORDINATE WITH COMMENTS ON SHEET
 S3001.
  
 C) ACCORDING TO PLANS SUBMITTED, IT LOOKS LIKE THE WEST
 TWO STORY HIGH WALL MAY NOT HAVE ENOUGH VERTICAL
 REINFORCEMENT. PROVIDE COMPLETE DETAILS AND
 SPECIFICATIONS (INCLUDING LOCATION) FOR VERTICAL
 REINFORCEMENT SHOWING HOW THE WALL WILL RESIST ALL THE
 LATERAL LOADS. SEC. 107.2.1.2 CITY AMENDMENTS.
  
 D) PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR THE
 ROOF TRUSSES AND FLOOR TRUSSES STRUCTURAL CONNECTORS.
 SEC. 1601.1 FBC. (NOTE: CLARIFY WHY ALL THE BUILDING
 SECTIONS SHOW BAR JOISTS INSTEAD OF WOOD TRUSSES).
  
 E) CLEARLY SPECIFY FOOTING SIZES. SEC. 1801.2 FBC.
 NOTE: COORDINATE WITH ACCESSIBLE ENTRY TO AVOID
 CONFLICTS. ALSO, TAKE INTO CONSIDERATION THE 12"
 REQUIREMENT BELOW GRADE.
  
 5- SHEET S-301:
 A) DESIGN NOTES REFERENCE THE 2014 FBC. THE CURRENT
 CODE IS 2017, 6TH EDITION. REVISE AS REQUIRED. CHAPTER
 553 F.S.
  
 B) REVISE THE LIVE AND DEAD DESIGN LOADS. NOTE: SEE
 TABLE 1607.1 FBC FOR THE MINIMUM UNIFORMLY DISTRIBUTED
 LIVE LOADS AND MINIMUM CONCENTRATED LIVE LOADS AND
 REVISE ALL LIVE LOADS ACCORDINGLY.
  
 C)ACCORDING TO SEC. 1609.4 FBC THIS BUILDING IS LOCATED
 IN EXPOSURE "C" NOT EXPOSURE "B". REVISE AS REQUIRED
 AND REVISE ALL COMPONENTS AND CLADDING DESIGN PRESSURES
 ACCORDINGLY. NOTE: CONVERT THE ULTIMATE WIND LOADS VULT
 TO NOMINAL WIND LOADS VASD FOR COMPONENTS AND CLADDING.
  
 D) PROVIDE COMPLETE WIND DESIGN CRITERIA AS REQUIRED BY
 SEC. 1603.1.4 FBC. INCLUDE THE RISK CATEGORY (TABLE
 1604.5) AND APPLICABLE INTERNAL PRESSURE COEFFICIENT.
  
 E) COORDINATE CONSTRUCTION TYPE AND OCCUPANCY
 CLASSIFICATION WITH SHEET G100.
 SEC. 107.2.1 CITY AMENDMENTS.
  
 6- SHEET A-100:
 A) PROVIDE COMPLETE DETAILS AND SPECIFICATIONS SHOWING
 THE ACCESSIBLE ROUTE SEC. 206 AND 502 FBC
 ACCESSIBILITY. PROVIDE DIMENSIONS, REVISE ACCESS AISLE.
 ETC.
  
 B) CLEARLY IDENTIFY THE PROPERTY LINES AND PROVIDE
 DIMENSIONS. SEC. 107.2.1 CITY AMENDMENTS.
  
 C) PROVIDE COMPLETE STRUCTURAL DETAILS AND
 SPECIFICATIONS FOR ALL THE PROPOSED POST AND PANEL
 CONCRETE WALL AND CORRUGATED ALUMINUM GATES SHOWN ON
 THE SITE PLAN. COORDINATE WITH INFORMATION SHOWN ON
 EXTERIOR ELEVATIONS AND SECTIONS. SEC. 106.1 FBC.
  
 7- SHEET A-300:
 A)PROVIDE COMPLETE DETAILS AND SPECIFICATIONS SHOWING
 THE ACCESSIBLE ROUTE SEC. 206.2.1 AND 402.2 FBC
 ACCESSIBILITY.
  
 B)PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR THE
 CONSTRUCTION OF THE STAIRS SHOWING COMPLIANCE WITH LIVE
 LOADS TABLE 1607.1 FBC. PROVIDE COMPLETE DIMENSIONS,
 INCLUDING THE WIDTH IN ALL AREAS. SPECIFY TREADS AND
 RISER DIMENSIONS TO SHOW COMPLIANCE WITH SEC. 1011.5.2
 FBC.
  
 C) PROVIDE HANDRAILS ON EACH SIDE OF THE STAIRWAY AS
 REQUIRED BY SEC. 1011.11 FBC.
  
 D)PROVIDE COMPLETE FRAMING DETAILS AND SPECIFICATIONS
 FOR THE CONSTRUCTION OF THE ALUMINUM CANOPY ON THE EAST
 WALL. SEC. 1601.1 FBC.
 NOTE: CLEARLY SPECIFY HEADROOM.
  
 E) PROVIDE COMPLETE FRAMING DETAILS AND SPECIFICATIONS
 FOR THE ROOF HATCH OPENING. SEC. 1601.1 FBC. NOTE:
 PROVIDE ROOF HATCH OPENING DIMENSIONS SHOWING
 COMPLIANCE WITH SEC. 1011.12.2 FBC.
  
 8- PROVIDE SECTION/DETAIL SHOWING COMPLIANCE WITH THE
 HEADROOM BY THE DOOR TO THE OFFICE AREA FROM THE
 WAREHOUSE AREA. SEC. 1208.2 FB.
  
 9- ENERGY CALCULATIONS SUBMITTED:
 A) ARCHITECT OF RECORD NEED TO SIGN AND PROVIDE
 PROFESSIONAL LICENSE NUMBER AS REQUIRED BY SEC.
 C103.1.1.1.2 FBC-ENERGY CONSERVATION. NOTE: ENVELOPE
 INFORMATION SHOWN ON THE ENERGY CALCULATIONS IS NOT
 PROVIDED ON THE PLANS SUBMITTED. FOR EXAMPLE CHECK THE
 BELOW GRADE WALL, INSULATION, SLAB EDGE INFORMATION,
 ETC. REVIEW ENERGY CALCULATIONS AND SIGN AS REQUIRED.
  
 B) ENERGY CALCULATIONS NEED TO BE CERTIFIED (SIGNED) BY
 THE BUILDING OWNER OR ANY AUTHORIZED PERSONS AS
 REQUIRED BY SEC. C103.1.1.2 FBC-ENERGY CONSERVATION.
  
 10- PROVIDE PRODUCT APPROVAL (2 COPIES) AS REQUIRED BY
 FAC 61G20-3.001 FOR:
 (NOTE: THIS MAY BE SUBMITTED LATER AS A DEFERRED
 SUBMITTAL)
 A) SWING ENTRY DOORS AS SHOWN ON PLANS.
  
 B) OVERHEAD DOORS AS SHOWN ON PLANS.
  
 C) ROOF HATCH AS SHOWN ON PLANS.
  
 D) PRECAST LINTELS AS SHOWN ON PLANS.
  
 E) PETERSEN ALUMINUM SIDING AS SHOWN ON PLANS.
  
 F) STOREFRONT WINDOWS AS SHOWN PLANS. NOTE: IDENTIFY
 GLAZING/ MULLIONS. FOR ALL PRODUCTS WITH GLAZING,
 PLEASE IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF
 GLAZING, MULLION INFORMATION IF REQUIRED, ATTACHMENTS
 AND ASSOCIATE PRESSURES FOR EACH OPENING SIZE. 2017
 FBC-B 1405.13.1 INSTALLATION. WINDOWS AND DOORS SHALL
 BE INSTALLED IN ACCORDANCE WITH APPROVED MANUFACTURERS
 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.
  
 G) ANY STRUCTURAL CONNECTORS SPECIFIED ON PLANS AND
 SECTIONS.
  
 H) FLAT ROOF. AND CLEARLY MARK WHICH APPROVED ASSEMBLY
 IS GOING TO BE INSTALLED TO VERIFY COMPLIANCE WITH THE
 DESIGN PRESSURES OF SEC. 1609.1 FBC. NOTE: IF THE
 SELECTED ASSEMBLY DOESN'T MEET THE DESIGN PRESSURES FOR
 ALL ROOF ZONES, THEN SIGNED AND SEALED RAS 117
 CALCULATIONS ARE REQUIRED.
  
 11- DESIGNER OF RECORD TO REVIEW AND APPROVE IN WRITING
 (NOT SIGNING AND SEALING) ALL PRODUCT APPROVALS AS
 REQUIRED BY SEC. 107.3.4 CITY AMENDMENTS.
  
 12- PROVIDE COMPLETE TRUSS PACKAGE (2 SIGNED AND SEALED
 COPIES) REVIEWED AND APPROVED BY THE DESIGNER OF
 RECORD. SEC. 107.3.4 CITY AMENDMENTS.
  
 13- PERMIT FOR PROTECTION OF PEDESTRIANS BARRIER AND
 COVERED WALKWAY WILL BE REQUIRED BY TABLE 3306.1 FBC
 BEFORE CONSTRUCTION.
  
 14- PLEASE PROVIDE RESPONSE LETTER ADDRESSING EACH
 COMMENT TO HELP EXPEDITE THE REVIEW PROCESS.
 ****PLEASE INSERT ANY REVISED DRAWING AND REMOVE OLD
 DRAWING. SUBMIT OLD DRAWINGS FOR REFERENCE OF ALREADY
 REVIEWED DRAWINGS. DO NOT STAPLE OLD DRAWINGS TO PLANS.
  
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 BUILDING DIVISION
 (561)805-6712
 [email protected]
  
  
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2018-10-01 Cont ID  
Sent By jpearson Date 2018-10-01 Time 07:36 Rev Time 0.00
Received By jpearson Date 2018-10-01 Time 07:36 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2018-08-10 Cont ID  
Sent By jpearson Date 2018-08-10 Time 08:24 Rev Time 0.00
Received By jpearson Date 2018-08-10 Time 08:24 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2018-05-21 Cont ID  
Sent By jpearson Date 2018-05-21 Time 11:26 Rev Time 0.00
Received By jpearson Date 2018-05-21 Time 11:26 Sent To  
Notes
2018-05-21 11:26:40CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2017 6TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE 2017 6TH ED.
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017
 6TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2017 6TH EDITION
 NEC = NFPA 70 2014 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 1. PROVIDE AVAILABLE SHORT CIRCUIT CALCULATION FOR EACH
 PANEL INCLUDING INFORMATION FROM THE POWER COMPANY
 STATING WHAT THE AVAILABLE SHORT CIRCUIT CURRENT IS FOR
 THE SERVICE TO CONFIRM THE STATED AIC RATING OF THE
 SERVICE EQUIPMENT AND DOWNSTREAM PANELS IS ADEQUATE.
 NEC 110.9, 110.10
 2. PROVIDE THE REQUIRED SERVICE AREA RECEPTACLE PER
 CODE. NEC 210.64
 3. GFCI PROTECTION IS REQUIRED FOR ALL RECEPTACLES IN
 GARAGE, INCLUDING GARAGE DOOR OPENERS. PROVIDE
 CORRECTION. NEC 210.8(B)(8)
 4. PER THE FBC-PLUMBING SECTIONS 403.1, A WATER COOLER
 IS REQUIRED. PROVIDE ELECTRICAL CIRCUIT WITH GFCI
 PROTECTION FOR WATER COOLER. THE GFCI DEVICE FOR THIS
 WATER COOLER MUST BE READILY ACCESSIBLE. NEC 422.5,
 422.52
  
 END OF COMMENTS.
  
 PLEASE NOTE: 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
 RESUBMITTAL FORM. ADDITIONALLY, INSERT CORRECTED PAGES
 INTO THE ORIGINAL SUBMITTAL AND REMOVE OR VOID THE
 PREVIOUSLY REVIEWED SHEETS.
  
 SINCERELY,
  
 JOHN PEARSON
 ELECTRICAL PLANS EXAMINER
 561-805-6746
 [email protected]
  
  
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2018-10-24 Cont ID  
Sent By rrossano Date 2018-10-24 Time   Rev Time 0.00
Received By rrossano Date 2018-10-24 Time   Sent To I
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2018-08-31 Cont ID  
Sent By shill Date 2018-08-31 Time 13:12 Rev Time 0.00
Received By shill Date 2018-08-31 Time 13:12 Sent To  
Notes
2018-08-31 13:13:03CONTACT ENGINEERING DEPARTMENT DIRECTLY AND SUBMIT
 APPLICATION OR REVISION IF REQUIRED
 HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS
 /FORMS,-PERMITS-APPLICATIONS
  
 ENGINEERING APPROVAL REQUIRED PRIOR TO REVISION
 ISSUANCE - ENGINEERING REVIEW WILL BE DONE NEXT REVIEW
 CYCLE
  
 MAIN PHONE: (561) 822-1200
  
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2018-06-15 Cont ID  
Sent By shill Date 2018-06-15 Time 09:59 Rev Time 0.00
Received By shill Date 2018-06-15 Time 09:59 Sent To  
Notes
2018-06-15 09:59:57CONTACT ENGINEERING DEPARTMENT DIRECTLY AND SUBMIT
 APPLICATION OR REVISION IF REQUIRED
 HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS
 /FORMS,-PERMITS-APPLICATIONS
  
 ENGINEERING APPROVAL REQUIRED PRIOR TO REVISION
 ISSUANCE - ENGINEERING REVIEW WILL BE DONE NEXT REVIEW
 CYCLE
  
 MAIN PHONE: (561) 822-1200
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2018-10-03 Cont ID  
Sent By scaldero Date 2018-10-03 Time 13:05 Rev Time 0.00
Received By scaldero Date 2018-10-03 Time 13:00 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2018-07-24 Cont ID  
Sent By scaldero Date 2018-07-24 Time 16:00 Rev Time 0.00
Received By scaldero Date 2018-07-24 Time 14:02 Sent To  
Notes
2018-07-24 15:39:10PERMIT # 18040836
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 FAILED COMMENTS:
  
 1) REPEAT COMMENT: SHEET G100 INIDICATES THAT THE
 STORAGE ON THE MEZZANINE LEVEL WILL BE "LIGHT HAZARD".
 WHAT IS THE CLASSIFICATION OF HAZARD OF CONTENTS FOR
 THE WAREHOUSE AREA?
 PLEASE PROVIDE MORE DETAILS JUSTIFYING THE
 CLASSIFICATION OF "LIGHT HAZARD", FOR THE MEZZANINE, AS
 DEFINED BY THE FLORIDA FIRE CODE. WHAT ARE THE
 NON-COMBUSTIBLE AND "PERSONAL ITEMS" BEING STORED THAT
 WOULD MEET THE DEFINITION OF LIGHT HAZARD. AND HOW MUCH
 PRODUCT IS BEING STORED?
 ALSO, NO DETAILS HAVE BEEN PROVIDED REGARDING THE
 HAZARD OF CONTENTS FOR THE MAIN WAREHOUSE AREA. WHAT IS
 BEING STORED, HOW MUCH IS BEING STORED AND HOW IS IT
 BEING STORED?
  
 2) THE NUMBER OF MEANS OF EGRESS FROM ANY BALCONY,
 MEZZANINE, STORY, OR PORTION THEREOF SHALL BE NOT LESS
 THAN TWO, EXCEPT WHERE A SINGLE MEANS OF EGRESS IS
 PERMITTED PER CHAPTERS 11 THROUGH 43 (NFPA 101 SECTION
 7.4). ACCESS TO AN EXIT SHALL NOT BE THROUGH HIGHER
 HAZARD AREAS OR ROOMS/SPACES SUBJECT TO LOCKING (NFPA
 101 SECTION 7.5.2).
 DOOR LEAVES SHALL BE ARRANGED TO BE OPENED READILY FROM
 THE EGRESS SIDE. LOCKS IF PROVIDED SHALL NOT REQUIRE
 THE USE OF A KEY, FOB, ACCESS CARD, TOOL OR SPECIAL
 KNOWLEDGE OR EFFORT FOR DOOR OPERATION FROM THE EGRESS
 SIDE (NFPA 101 SECTION 7.2.1.5).
  
 3) THE EGRESS TRAVEL DISTANCE HAS BEEN PROVIDED FOR THE
 MEZZANINE AREA ONLY. PLEASE MARK AND PROVIDE THE TRAVEL
 DISTANCE FOR THE MAIN WAREHOUSE AREA TO THE REQUIRED
 MEANS OF EGRESS.
  
 4) STRUCTURES WITH LIGHT FRAME FLOOR/ROOF TRUSS
 CONSTRUCTION SHALL BE IDENTIFIED WITH A SIGN AFFIXED TO
 THE BUILDING. THE SIGN SHALL FEATURE A MALTESE CROSS
 8-INCHES WIDE AND 8-INCHES TALL AND BE OF A BRIGHT RED
 REFLECTIVE COLOR AND BEAR THE APPROPRIATE LETTER R/F/RF
 DESIGNATION PER FLORIDA STATUTE 633.027 AND FLORIDA
 ADMINISTRATIVE CODE 69A-60.0081.
  
  
  
 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 FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2018-05-21 Cont ID  
Sent By scaldero Date 2018-05-21 Time 11:35 Rev Time 0.00
Received By scaldero Date 2018-05-21 Time 10:51 Sent To  
Notes
2018-05-21 11:35:42PERMIT # 18040836
 REVIEW COMMENTS - FIRE DEPARTMENT
  
 FAILED COMMENTS:
  
 1) UPDATE THE CODE LIST TO REFERENCE THE 6TH EDITION OF
 THE FLORIDA FIRE PREVENTION CODE WHICH CONTAINS THE
 2015 EDITION OF BOTH NFPA 1 AND NFPA 101 WITH FLORIDA
 AMENDMENTS.
  
 2) SHEET G100 INIDICATES THAT THE STORAGE ON THE
 MEZZANINE LEVEL WILL BE "LIGHT HAZARD". WHAT IS THE
 CLASSIFICATION OF HAZARD OF CONTENTS FOR THE WAREHOUSE
 AREA?
  
 3) WILL THERE BE ANY MACHINERY HOUSED/USED IN THE
 WAREHOUSE OR MEZZANINE AREAS? IF SO, PLEASE LIST THEM
 AND INDICATE THEIR LOCATIONS ON THE FLOOR PLAN OR A
 SEPERATE EQUIPMENT PLAN?
  
 4) WILL THERE BE RACK STORAGE UTILIZED, AND IF SO,
 PLEASE INDICATE TYPE, LAYOUT, RACK DIMENSIONS, AS WELL
 AS HOW THEY WILL BE SECURED.
  
  
 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 2018-11-02 Cont ID  
Sent By lmarchan Date 2018-11-02 Time 10:45 Rev Time 0.00
Received By lmarchan Date 2018-10-26 Time 14:59 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2018-10-25 Cont ID  
Sent By cthroop Date 2018-10-25 Time 16:15 Rev Time 0.00
Received By cthroop Date 2018-09-28 Time 09:03 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2018-09-07 Cont ID  
Sent By cpuell Date 2018-09-07 Time 13:41 Rev Time 0.00
Received By cpuell Date 2018-07-20 Time 09:34 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2018-06-15 Cont ID  
Sent By shill Date 2018-06-15 Time 10:02 Rev Time 0.00
Received By shill Date 2018-04-18 Time 16:20 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2018-08-27 Cont ID  
Sent By cthroop Date 2018-08-27 Time 13:56 Rev Time 0.00
Received By cthroop Date 2018-08-27 Time 13:56 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2018-06-12 Cont ID  
Sent By jgomez Date 2018-06-12 Time 17:30 Rev Time 0.00
Received By jgomez Date 2018-06-11 Time 07:52 Sent To  
Notes
2018-06-12 17:31:14IMPACT FEES
 BEFORE A PERMIT TO CONSTRUCT CAN BE ISSUED, IMPACT FEES
 MUST BE PAID TO PALM BEACH COUNTY. UPON APPROVAL, ONE
 SET OF PLANS SHALL BE SIGNED OUT AND SUBMITTED TO PALM
 BEACH COUNTY FOR AN IMPACT FEE REVIEW. THE PLANS WITH
 THE IMPACT FEE STAMP AND A COPY OF THE PAID RECEIPT
 MUST BE RETURNED TO THE CITY BUILDING DEPARTMENT BEFORE
 THE BUILDING PERMIT CAN BE ISSUED. FOR INFORMATION CALL
 PALM BEACH COUNTY IMPACT FEES AT (561) 233-5025.
  
  
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2018-11-02 Cont ID  
Sent By ccole Date 2018-11-02 Time 10:00 Rev Time 0.00
Received By ccole Date 2018-11-01 Time 07:15 Sent To  
Notes
2018-11-02 10:08:13MECHANICAL PROVISOS:
  
 1) THE ENGINEER OF RECORD PATRICIA MORALES IS PROPOSING
 THAT A REVISED M-1 PLAN SHEET WILL BE SUBMITTED THAT
 WILL SHOW A REDESIGNED EXHAUST SYSTEM FOR THE GARAGE
 THAT WILL OPERATE CONTINOUSLY OR INTERMITTENTLY BY
 MEANS OF CO AND NO2 SENSORS AS REQUIRED BY SECTIONS
 404.1, 404.2, 404.3, AND 502.13 FBC-17 MECHANICAL.
  
 2) MIAMI-DADE NOA #16-0209.05 FOR THE ROOFTOP FAN SHALL
 BE SUBMITTED WITH THE PROPOSED REVISION AND BE ONSITE
 AT TIME OF INSPECTION.
  
 CCOLE
 11/2/2018
  
  
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2018-10-17 Cont ID  
Sent By ccole Date 2018-10-17 Time 15:41 Rev Time 0.00
Received By ccole Date 2018-10-17 Time 12:48 Sent To  
Notes
2018-10-17 15:57:583RD REVIEW FBC-2017 MECHANICAL
 PERMIT #18040836
 10/17/18
  
 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
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC SIXTH
 EDITION 2017
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) REFER TO SECTION 306.5 AND PROVIDE AN INTERIOR OR
 EXTERIOR MEANS OF ACCESS TO THE ROOFTOP MECHANICAL
 EQUIPMENT. PLEASE NOTE THAT ACCESS SHALL NOT REQUIRE
 THE USE OF PORTABLE LADDERS.
  
 2) SHEET M-1: THE PLAN INDICATES "CONTINUOUS" EXHAUST
 VENTILATION TO BE CONTROLLED BY A SWITCH, HOWEVER THE
 DEFINITION OF CONTINUOUS INDICATES THE FUNCTION TO BE
 UNINTERRUPTED. PLEASE PROVIDE A VENTILATION SYSTEM THAT
 IS IN COMPLIANCE.
  
 3) REFER TO PAGE 2 OF THE MITSUBISHI CONDENSER
 INSTALLATION SUBMITTAL. THE DETAIL INDICATES THAT THE
 ROOF STAND IS TO BE PROVIDED "BY OTHERS". PLEASE SUBMIT
 A VALID FL. PRODUCT APPROVAL OR A MIAMI-DADE NOA FOR
 THE STAND.
  
 4) THE REQUESTED ENGINEERING FOR INSTALLATION OF THE
 ROOFTOP EXHAUST FAN WAS NOT PROVIDED- SECTION 107.2.1
 WPB.
  
 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 M MECHANICAL (A/C)
Rev No 2 Status F Date 2018-08-09 Cont ID  
Sent By ccole Date 2018-08-09 Time 08:17 Rev Time 0.00
Received By ccole Date 2018-08-08 Time 12:35 Sent To  
Notes
2018-08-09 08:38:052ND REVIEW FBC-2017 MECHANICAL
 PERMIT #18040836
 8/9/18
  
 CODES IN EFFECT:
 FBC BC- FLORIDA BUILDING CODE SIXTH EDITION 2017
 FBC MC- FLORIDA MECHANICAL CODE SIXTH EDITION 2017
 FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION
 2017
 FBC RE- FLORIDA RESIDENTIAL CODE SIXTH EDITION 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-1: THE PARKING GARAGE EXHAUST SYSTEM SHALL
 EITHER OPERATE CONTINUOUSLY OR INTERMITTENTLY BY MEANS
 OF CO AND N02 SENSORS- SEE SECTIONS 404.1, 404.2, 404.3
 AND 502.13 FBC M. PLEASE PROVIDE A SEQUENCE OF
 OPERATION THAT IS IN COMPLIANCE.
  
 2) M-3: THE RTU INSTALLATION ENGINEERING FROM RHEEM
 THAT WAS SUBMITTED DOES NOT MATCH THE ENGINEERING SHOWN
 ON SHEET M-3, AND NEITHER DETAIL PROVIDES A MEANS OF
 ATTACHING THE CURB TO THE ROOF STRUCTURE. PLEASE NOTE
 THAT THE RHEEM ENGINEERING DOCUMENT DOES NOT LIST THE
 RHEEM MODEL NO. RACA IN THE UNIT APPLICABILITY TABLE.
 PLEASE PROVIDE COMPLETE ENGINEERING ON M-3 INCLUDING
 THE WINDLOAD DESIGN CRITERIA AS OULTINED IN SECTION
 1609 FBC-BC.
  
 3) PROVIDE ENGINEERING FOR INTALLATION OF THE ROOF
 EXHAUST FAN EF-2, AND VERIFY THERE IS A 42" PARAPET BY
 THE FAN BECAUSE IT IS WITHIN THE REQUIRED 10' MINIMUM
 CLEARANCE TO THE ROOF EDGE- SEE SECTIONS 301.15 AND
 304.11 FBC M.
  
 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
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2018-05-21 Cont ID  
Sent By ccole Date 2018-05-21 Time 17:35 Rev Time 0.00
Received By ccole Date 2018-05-21 Time 08:27 Sent To  
Notes
2018-05-21 17:44:041ST REVIEW FBC-2017 MECHANICAL
 PERMIT #18040836
 5/21/18
  
 CODES IN EFFECT:
 FBC BC- FLORIDA BUILDING CODE SIXTH EDITION 2017
 FBC MC- FLORIDA MECHANICAL CODE SIXTH EDITION 2017
 FBC EC- FLORIDA ENERGY CONSERVATION CODE SIXTH EDITION
 2017
 FBC RE- FLORIDA RESIDENTIAL CODE SIXTH EDITION 2017
 FS- FLORIDA STATUTES
 FAC- FLORIDA ADMINISTRATIVE CODE
 WPB- WEST PALM BEACH AMENDMENTS TO THE FBC-SIXTH
 EDITION 2017
  
 PLAN REVIEW RESULTS: DENIED.
  
  
 1) SHEETS A300 & M-1: THE OUTSIDE INTAKE APPEARS TO BE
 WITHIN THE 10' MINIMUM REQUIRED CLEARANCE TO THE
 DRIVEWAY- SEE SECTION 401.4(2) FBC MC.
  
 2) M-100: PROVIDE A FLORIDA PRODUCT APPROVAL OR
 MIAMI-DADE NOA FOR THE LOUVER PER FAC RULE 9N-3. SUBMIT
 SPECS FOR THE LOUVER SHOWING COMPLIANCE WITH 401.5 FBC
 MC.
  
 3) M-300: PROVIDE THE WIND LOAD DESGIN CRITERIA FOR TIE
 DOWN OF THE RTU AND CURB- SEE SECTION 1609 FBC BC.
  
 4) M-300: CURB BOLT INFORMATION NOT PROVIDED ON
 MECHANICAL OR STRUCTURAL PLANS. PROVIDE THE TYPE AND
 SIZE OF BOLT, DEPTH OF EMBEDMENT, AND SPACING OF BOLTS.
  
  
 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
  
Review Stop P PLUMBING
Rev No 3 Status P Date 2018-10-25 Cont ID  
Sent By gjohnson Date 2018-10-25 Time 14:42 Rev Time 0.00
Received By gjohnson Date 2018-10-25 Time 14:42 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2018-08-20 Cont ID  
Sent By gjohnson Date 2018-08-20 Time 15:25 Rev Time 0.00
Received By gjohnson Date 2018-08-20 Time 15:25 Sent To  
Notes
2018-08-20 15:48:472ND REVIEW: FBC 2017 6TH EDITION
  
 PLUMBING COMMENTS: PREVIOUS COMMENTS
  
 3. SHT. P-1 REFERENCES THE CIVIL DRAWING FOR THE
 LOCATION AND SIZE OF THE GREASE INTERCEPTOR NO CIVIL
 DRAWING WAS INCLUDED IN THIS PLAN SET. PLEASE PROVIDE
 CIVIL DRAWING SHOWING SIZE AND LOCATION OF THE GREASE
 INTERCEPTOR ,. PER WPB AMEND TO FBC 107.2.1
  
 4. PROVIDE SIZING CALCULATIONS FOR THE GREASE
 INTERCEPTOR. PER WPB AMEND TO FBC 107.2.1
  
 I COULD NOT LOCATE A CIVIL DRAWING WITH THE ABOVE
 INFORMATION PLEASE INCLUDE IN NEXT SUBMITTAL PLAN PAGE.
  
 NEW COMMENT:
 1. PROVIDE PIPING DETAIL FOR GREASE INTERCEPTOR
 INCLUDING CLEANOUTS AND TEST PORT ON OUTLET OF TANK.
 PER WPB AMEND TO FBC 107.2.1
  
 2. SHT. A100 SHOWS THE ROOF BEING PITCHED TOWARD TWO
 DIFFERENT MAIN ROOF SCUPPER DRAINS. ARE THESE COMBINED
 PRIMARY AND SECONDARY ROOF DRAINS PLEASE SHOW LOCATION
 OF THE EMERGENCY / SECONDARY DRAINS OR SHOW COMPLIANCE
 WITHE THE FOLLOWING CODE SECTION. FBC PL 1108.1
 SECONDARY (EMERGENCY OVERFLOW) DRAINS OR SCUPPERS.
 WHERE ROOF DRAINS ARE REQUIRED, SECONDARY (EMERGENCY
 OVERFLOW) ROOF DRAINS OR SCUPPERS SHALL BE PROVIDED
 WHERE THE ROOF PERIMETER CONSTRUCTION EXTENDS ABOVE THE
 ROOF IN SUCH A MANNER THAT WATER WILL BE ENTRAPPED IF
 THE PRIMARY DRAINS ALLOW BUILDUP FOR ANY REASON. WHERE
 PRIMARY AND SECONDARY ROOF DRAINS ARE MANUFACTURED AS A
 SINGLE ASSEMBLY, THE INLET AND OUTLET FOR EACH DRAIN
 SHALL BE INDEPENDENT.
  
  
  
 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 2018-05-26 Cont ID  
Sent By gjohnson Date 2018-05-26 Time 07:49 Rev Time 0.00
Received By gjohnson Date 2018-05-25 Time 13:33 Sent To  
Notes
2018-05-26 08:26:351ST REVIEW: FBC 2017 6TH EDITION
  
 PLUMBING COMMENTS:
  
 1. THE OUTLET OF THE TOILET PAPER DISPENSER SHALL BE 15
 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISH
 FLOOR. PER FBC ACC 604.7
  
 2. PLEASE PROVIDE A DETAIL FOR THE EMERGENCY SCUPPER
 AND SHOW COMPLIANCE WITH FBC 1503.4.2.1 OVERFLOW
 SCUPPERS. WHEN OTHER MEANS OF DRAINAGE OF OVERFLOW
 WATER IS NOT PROVIDED, OVERFLOW SCUPPERS SHALL BE
 PLACED IN WALLS OR PARAPETS NOT LESS THAN 2 INCHES NOR
 MORE THAN 4 INCHES ABOVE THE FINISHED ROOF COVERING AND
 SHALL BE LOCATED AS CLOSE AS PRACTICAL TO REQUIRED
 VERTICAL LEADERS OR DOWNSPOUTS OR WALL AND PARAPET
 SCUPPERS. AN OVERFLOW SCUPPER SHALL BE SIZED IN
 ACCORDANCE WITH THE FLORIDA BUILDING CODE, PLUMBING.
  
 3. SHT. P-1 REFERENCES THE CIVIL DRAWING FOR THE
 LOCATION AND SIZE OF THE GREASE INTERCEPTOR NO CIVIL
 DRAWING WAS INCLUDED IN THIS PLAN SET. PLEASE PROVIDE
 CIVIL DRAWING SHOWING SIZE AND LOCATION OF THE GREASE
 INTERCEPTOR , WATER METER AND BACKFLOW. PER WPB AMEND
 TO FBC 107.2.1
  
 4. PROVIDE SIZING CALCULATIONS FOR THE GREASE
 INTERCEPTOR. PER WPB AMEND TO FBC 107.2.1
  
 5. PLACE NOT ON PLAN 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. PER FBC PL
 416.5
  
 6. THE FLOOR SINK SHALL BE EQUIPPED WITH A TRAP PRIMER
 VALVE. PER FBC PL 1002.4.1
  
 7. WHAT IS THE FLOOR SINK BEING USED TO DRAIN PLEASE
 CLARIFY. PER WPB AMEND TO FBC 107.2.1
  
 8. WHAT IS THIS SPACE GOING TO BE USED FOR IS THERE
 GOING TO BE COOKING OR FOOD PREP ON PROPERTY OR WILL IT
 BE USED TO STORE COOKING EQUIPMENT WITH ANY KIND OF
 FLAMMABLE GASES, LIQUIDS OR SOLID FUEL PLEASE CLARIFY.
 PER WPB AMEND TO FBC 107.2.1
  
 9. ON THE COVER SHEET THE CODE REVIEW LIST THE 2014
 PLUMBING AND ACCESSIBILITY THIS PROJECT SHALL COMPLY
 WITH FBC PLUMBING AND ACCESSIBILITY 2017 6TH EDITION.
 PLEAS 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-GREASE GREASE INTERCEPTOR/TRAP REVIEW
Rev No 1 Status P Date 2018-10-25 Cont ID  
Sent By gjohnson Date 2018-10-25 Time 14:42 Rev Time 0.00
Received By gjohnson Date 2018-10-25 Time 14:42 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status P Date 2018-08-27 Cont ID  
Sent By cthroop Date 2018-08-27 Time 17:17 Rev Time 0.00
Received By cthroop Date 2018-08-27 Time 13:01 Sent To  
Notes
2018-08-27 17:19:04ROOFING SYSTEM COMPONENT PRODUCT APPROVALS TO BE
 DEFERRED. SEE PROVISO ON PLANS. CT
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2018-06-12 Cont ID  
Sent By jgomez Date 2018-06-12 Time 17:32 Rev Time 0.00
Received By jgomez Date 2018-06-12 Time 17:31 Sent To  
Notes
2018-06-12 17:32:531- PROVIDE PRODUCT APPROVAL FOR FLAT ROOF. AND CLEARLY
 MARK WHICH APPROVED ASSEMBLY IS GOING TO BE INSTALLED
 TO VERIFY COMPLIANCE WITH THE DESIGN PRESSURES OF SEC.
 1609.1 FBC. NOTE: IF THE SELECTED ASSEMBLY DOESN'T MEET
 THE DESIGN PRESSURES FOR ALL ROOF ZONES, THEN SIGNED
 AND SEALED RAS 117 CALCULATIONS ARE REQUIRED.
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status P Date 2018-11-01 Cont ID  
Sent By cthroop Date 2018-11-01 Time 08:36 Rev Time 0.00
Received By cthroop Date 2018-11-01 Time 08:34 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status F Date 2018-10-25 Cont ID  
Sent By cthroop Date 2018-10-25 Time 16:14 Rev Time 0.00
Received By cthroop Date 2018-10-25 Time 16:14 Sent To  
Notes
2018-10-25 16:15:111. DIGITAL SIGNATURES/SEALS ARE IN ACCORDANCE WITH FS
 471, FS 481 AS NOTED. NEW SHEETS SUBMITTED IN THE NEXT
 REVIEW CYCLE REQUIRE REVIEW.
  
 2. UPLOAD VIA THE PROJECTDOX PORTAL WITH DIGITAL
 SIGNATURES OF DESIGN PROFESSIONALS AS APPLICABLE; USE
 THE REQUIRED NAMING CONVENTION FOR EACH DOCUMENT.
  
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2018-08-27 Cont ID  
Sent By cthroop Date 2018-08-27 Time 17:19 Rev Time 0.00
Received By cthroop Date 2018-08-27 Time 13:01 Sent To  
Notes
2018-08-27 17:20:141. DIGITAL SIGNATURES/SEALS (PLAN PAGES) ARE IN
 ACCORDANCE WITH FS 471, FS 481 AS NOTED. NEW SHEETS
 SUBMITTED IN THE NEXT REVIEW CYCLE REQUIRE REVIEW
 SHOULD BE ELECTRONICALLY SIGNED.
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2018-06-15 Cont ID  
Sent By shill Date 2018-06-15 Time 10:00 Rev Time 0.00
Received By shill Date 2018-06-15 Time 10:00 Sent To  
Notes
2018-06-15 10:02:56SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 1. DIGITAL SIGNATURES/SEALS ARE IN ACCORDANCE WITH FS
 471, FS 481. NEW SHEETS SUBMITTED IN THE NEXT REVIEW
 CYCLE REQUIRE REVIEW.
2018-05-22 09:38:16 
  
Review Stop Z ZONING
Rev No 4 Status P Date 2018-10-30 Cont ID  
Sent By pgreilic Date 2018-10-30 Time 10:22 Rev Time 0.00
Received By pgreilic Date 2018-10-30 Time 10:13 Sent To  
Notes
2018-10-30 10:23:111.) LANDSCAPE PERMIT REQUIRED
  
 PAUL GREILICH, SENIOR PLANNER
 561-822-1443
 [email protected]
Review Stop Z ZONING
Rev No 3 Status P Date   Cont ID  
Sent By   Date 2018-10-05 Time   Rev Time 0.00
Received By pgreilic Date 2018-10-05 Time 15:09 Sent To  
Notes
2018-10-05 15:09:38PAUL GREILICH, SENIOR PLANNER
 561-822-1443
 [email protected]
Review Stop Z ZONING
Rev No 2 Status F Date   Cont ID  
Sent By   Date 2018-09-05 Time   Rev Time 0.00
Received By pgreilic Date 2018-09-05 Time 11:46 Sent To  
Notes
2018-09-05 11:46:141.) PROPOSED BUILDING EXCEEDS 1,000 SF WITH MEZANINE.
 REMOVE MEZANINE OR APPLY FOR INFORMAL SITE PLAN REVIEW
 DEVELOPMENT APPLICATION
 2.) PROVIDE PARKING CALCULATIONS FOR THE PROPOSED USE
 ON THE SITE PLAN
 3.) PROVIDE CITY STANDARD DETAILS FOR BIKE RACK,
 PARKING SPACES ETC.
 4.) CONSIDER INCORPORATING LOT TO THE NORTH IN
 ALTERNATIVE SITE PLAN, CONTACT ARMANDO FANA- DIRECTOR,
 HOUSING AND COMMUNITY DEVELOPMENT (561) 822-1250
 WWW.WPB.ORG/HCD
 5.) APPLICANT MUST PROVIDE WRITTEN RESPONSES TO EACH OF
 THE ABOVE
  
  
 PAUL GREILICH, SENIOR PLANNER
 561-822-1443
 [email protected]
  
Review Stop Z ZONING
Rev No 1 Status F Date   Cont ID  
Sent By PG Date 2018-05-22 Time   Rev Time 0.00
Received By pgreilic Date 2018-05-22 Time 09:38 Sent To  
Notes
2018-05-22 09:39:081.) DIMENSION ALL PROPOSED PARKING STALLS, DRIVEWAYS
 ETC.
 2.) PROVIDE BICYCLE PARKING SPACE NEAR BUILDING
 ENTRANCE
 3.) MINIMUM 75 FEET OF CORNER CLEARANCE DISTANCE
 REQUIRED PER 94-312
 4.) CONSIDER REVISING BUILDING LOCATION TO HAVE
 FRONTAGE ALONG DIXIE AS DISCUSSED
 5.) LANDSCAPE PERMIT REQUIRED
  
 PAUL GREILICH, SENIOR PLANNER
 561-822-1443
 [email protected]
  
  
  


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