Plan Review Details - Permit 16010466
Plan Review Stops For Permit 16010466
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2016-05-03 Cont ID  
Sent By jwitmer Date 2016-05-03 Time 17:59 Rev Time 0.00
Received By jwitmer Date 2016-05-03 Time 11:55 Sent To  
Notes
2016-05-03 17:30:23BUILDING PLAN REVIEW
 W. P. B. PERMIT: 1601046
 ADD: 2400 N FLAGLER DR. CURRIE PARK/ CITY PUMP/ LIFT
 STATION ADDITION & RENOVATION
 BLDG. RISK CATEGORY: III/ 180 VULT/ MPH
 CONT: FLORIDA DESIGN DRILLING CORP.
 TEL: 561-844-2966
 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: TUES. MAY 03/ 2016
 ACTION: BUILDING PROVISO
  
 1) 107.3.4.2 DEFERRED SUBMITTALS. 2010 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) (C) PANEL WALLS: WALL LOUVERS/ GREENHECK FAN
 EXTERIOR WEATHER HEAD OR ENGINEERING.
  
 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 2016-04-06 Cont ID  
Sent By jwitmer Date 2016-04-06 Time 15:44 Rev Time 0.00
Received By jwitmer Date 2016-04-06 Time 14:22 Sent To  
Notes
2016-04-06 15:44:05BUILDING PLAN REVIEW
 W. P. B. PERMIT: 1601046
 ADD: 2400 N FLAGLER DR. CURY PARK/ CITY PUMP/ LIFT
 STATION ADDITION & RENOVATION
 BLDG. RISK CATEGORY: III/ 180 VULT/ MPH
 CONT: FLORIDA DESIGN DRILLING CORP.
 TEL: 561-844-2966
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: WED. FEB. 03/ 2016
 ACTION: DENIED
  
 1) COMPLIED. PROPOSED FLOOD ZONE CERTIFICATE.
  
 2) 2ND REQUEST. THE DUNKLEBERGER SOILS REPORT SUBMITTED
 IS A COPY NOT SIGNED AND SEALED ORIGINALS AS REQUIRED
 BY
 PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS
 PREPARED BY THE DESIGN PROFESSIONAL AND BEING FILED FOR
 PUBLIC RECORD SHALL HAVE THE SIGNATURE AND SEAL OF THE
 DESIGN PROFESSIONAL AFFIXED TO THE DOCUMENT.
 FL ADMIN CODE 61G15-23.002 ENGINEERS
  
 3-5) COMPLIED.
  
 6) 2ND REQUEST. PLEASE PROVIDE COMPLIANCE WITH 2014
 FBC-B 2010 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.NOA 14-1001.05ROLL UP DOOR, NOT
 REVIEWD BY THE DESIGNER OF RECORD.
 FL14573 NO TECHNICAL SHEETS, NOT REVIEWED BY THE
 DESIGNER OF RECORD.
 (C) PANEL WALLS: WALL LOUVERS, FL 6876, NO TECHNICAL
 SHEETS, NOT REVIEWED BY THE DESIGNER OF RECORD
 (D) ROOFING PRODUCTS AND ASSEMBLIESFL5680-R15 NOT
 REVIEWED BY THE DESIGNER OF RECORD
  
 7) 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 107.3.4.1 THOSE PRODUCTS WHICH ARE
 REGULATED BY DCA RULE 9N-3 SHALL BE REVIEWED AND
 APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO
 SUBMITTAL FOR JURISDICTIONAL APPROVAL.
  
 8)COMPLIED.
  
 9) PLEASE NOTE REPORT BY DOUGLAS RUGGIANO P. E. WIND
 LOADS ANALYSIS AND STRUCTURAL CALCULATIONS FOR
 FASTENING REQUIREMENTS OF BARD MANUFACTURING CO. 1 TON
 WALL MOUNT UNIT.
 DATE STAMPED 12/01/14 ARE COPIES NOT ORIGINALS. NOTE ON
 THE FRONT PAGE, SEE PAGE 7 & 8 FOR RESPECTIVE MODEL.
 THE PAGES ARE NOT NUMBERED WHAT APPEARS TO BE PAGES 7 &
 8 INDICATE 2.5-3 TON WALL MOUNT UNIT. PAGE 8 INDICATES
 THIS DESIGN IS GOOD FOR UP TO 175MPH NOT THE 180MPH AS
 INDICATES ON SHEET S-1.
  
 FL ADMIN CODE 61G15-23.002 ENGINEERS. PLANS,
 SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS PREPARED BY
 THE DESIGN PROFESSIONAL AND BEING FILED FOR PUBLIC
 RECORD SHALL HAVE THE SIGNATURE AND SEAL OF THE DESIGN
 PROFESSIONAL AFFIXED TO THE DOCUMENT.
  
 61G15-23.002(2) FL. ADMIN. CODE. A COVER SHEET OR INDEX
 SHEET FOR ENGINEERING SPECIFICATIONS MAY BE USED AND
 THAT SHEET MUST BE SIGNED IN RESPONSIBLE CHARGE OF THE
 PRODUCTION & PREPARATION OF EACH SECTION OF THE
 ENGINEERING SPECIFICATION WITH SUFFICIENT INFORMATION
 ON THE COVER SHEET OR INDEX LISTING HOW MANY PAGES ARE
 COVERED UNDER THE COVER SHEET OR INDEX SHEET. .
  
 FL 61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL
 FORWARD THE DELEGATED ENGINEERING DOCUMENTS TO THE
 ENGINEER OF RECORD FOR REVIEW.
  
 10) 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
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2016-02-03 Cont ID  
Sent By jwitmer Date 2016-02-03 Time 11:44 Rev Time 0.00
Received By jwitmer Date 2016-02-02 Time 14:31 Sent To  
Notes
2016-02-03 07:57:51BUILDING PLAN REVIEW
 W. P. B. PERMIT: 1601046
 ADD: 2400 N FLAGLER DR. CURY PARK/ CITY PUMP/ LIFT
 STATION ADDITION & RENOVATION
 BLDG. RISK CATEGORY: IV/ 180 VULT/ MPH
 CONT: FLORIDA DESIGN DRILLING CORP.
 TEL: 561-844-2966
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: WED. FEB. 03/ 2016
 ACTION: DENIED
  
 1) THIS REVIEW NO SURVEY WAS SUBMITTED, IT APPEARS THIS
 STURTURE IS LOCATED IN A A5 FLOOD ZONE, FBC BUILDING
 1612 AND CITY OF WPB CODE OF ORDINANCES SECTION 94-546.
 STRUCTURE IS LOCATED IN AN "A" FLOOD ZONE. A FLOOD
 ELEVATION CERTIFICATE WILL BE REQUIRED.
  
 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 FORM OMB NO. 1660-0008 EXPIRES:
 JULY 31/2015
 FEMA'S NEW ELEVATION CERTIFICATE (EC) WAS APPROVED FOR
 USE, EFFECTIVE AUGUST 1/ 2013, THROUGH JULY 31/ 2015.
 FORM. ADDITIONAL INFORMATION ON THE DIFFERENCES, THE
 NEW FORM, AND INSTRUCTIONS ARE AVAILABLE AT:
 HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM
  
 1A) 2014 FBC-B 1612.1 WITHIN FLOOD HAZARD AREAS AS
 ESTABLISHED IN SECTION 1612.3, ALL NEW CONSTRUCTION OF
 BUILDINGS, STRUCTURES AND PORTIONS OF BUILDINGS AND
 STRUCTURES, INCLUDING SUBSTANTIAL IMPROVEMENT AND
 RESTORATION OF SUBSTANTIAL DAMAGE TO BUILDINGS AND
 STRUCTURES, SHALL BE DESIGNED AND CONSTRUCTED TO RESIST
 THE EFFECTS OF FLOOD HAZARDS AND FLOOD LOADS.
  
 1612.4 DESIGN AND CONSTRUCTION. THE DESIGN AND
 CONSTRUCTION OF BUILDINGS AND STRUCTURES LOCATED IN
 FLOOD HAZARD AREAS, INCLUDING COASTAL HIGH HAZARD
 AREAS, SHALL BE IN ACCORDANCE WITH CHAPTER 5 OF ASCE 7
 AND WITH ASCE 24.
  
 1B) SHEET S-3 THE NEW ADDITION SHOWS THE 100 YEAR BASE
 FLOOD AT 7.0 FT. NGVD AND THE FINISH FLOOR AT ELEVATION
 7.5 FT. NGVD IN ACCORDANCE WITH THE CITY MUNI CODE
 94-546 (B)(2) FOR NON-RESIDENTIAL BUILDINGS. PLEASE
 NOTE THIS ORDANCE WAS WRITTEN FOR COMMERCIAL BUILDINGS
 WITH A RISK CATEGORY II TYPE STRUCTURES. ASCE 24-05
 UNDER THE HEADING 2.3 TABLE 2-1 FOR RISK CATEGORY IV
 STURCTURES REQUIRES BFE + 2 FT. OR DFE WHICHEVER IS
 HIGHER.
  
 1C) THE NEW ADDITION HAS WITH FINISH FLOOR AT 7.5 NGVD
 AND THE EXISTING BUILDING (SHEET C-2 & C-3) SHOW FINISH
 FLOOR AT 4.99 NGVD. THE AREAS OF BOTH THE NEW ADDITION
 AND THE EXISTING BUILDING UNDER GOING SUBSTANTIAL
 IMPROVEMENT WILL NEED TO COMPLY WITH ASCE 24-05 TABLE
 6-1 DRY FLOODPROOFING FOR BUILDINGS RISK CATEGORY IV
 BFE + 2 FT. OR DFE WHICHEVER IS GREATER, AND ALL OF THE
 DRYFLOODPROOFING REQUIREMENTS FOUND IN ASCE 24-05
 SECTION 6.2.2 DRY FLOODPROOFING REQUIREMENTS, ALSO
 REVIEW FEMA'S TECHNICAL BULLETIN 3-93 NON-RESIDENTIAL
 REQUIREMENTS AND CERTIFICATIONS. THESE DOCUMENTS ARE
 OVER AND ABOVE THE FLOOD ELEVATION CERTIFICATE.
  
 1D) 2014 FBC-B 1403.6 FLOOD RESISTANCE. FOR BUILDINGS
 IN FLOOD HAZARD AREAS AS ESTABLISHED IN SECTION 1612.3,
 EXTERIOR WALLS EXTENDING BELOW THE ELEVATION REQUIRED
 BY SECTION 1612 SHALL BE CONSTRUCTED WITH
 FLOOD-DAMAGE-RESISTANT MATERIALS. WOOD SHALL BE
 PRESSURE-PRESERVATIVE TREATED IN ACCORDANCE WITH AWPA
 U1 FOR THE SPECIES, PRODUCT AND END USE USING A
 PRESERVATIVE LISTED IN SECTION 4 OF AWPA U1 OR
 DECAY-RESISTANT HEARTWOOD OF REDWOOD, BLACK LOCUST OR
 CEDAR.
  
 1E) 2014 FBC-B 1403.7 FLOOD RESISTANCE FOR COASTAL HIGH
 HAZARD AREAS. FOR BUILDINGS IN COASTAL HIGH HAZARD
 AREAS AS ESTABLISHED IN SECTION 1612.3, ELECTRICAL,
 MECHANICAL AND PLUMBING SYSTEM COMPONENTS SHALL NOT BE
 MOUNTED ON OR PENETRATE THROUGH EXTERIOR WALLS THAT ARE
 DESIGNED TO BREAK AWAY UNDER FLOOD LOADS.
  
 1F) 2014 FBC-EXISTING DLDG. CODE 1103.5 FLOOD HAZARD
 AREAS. ADDITIONS AND FOUNDATIONS IN FLOOD HAZARD AREAS
 SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS:
 1-5.
  
 2) SHEET S-1 NOTE # 1 SLAB ON GRADE INDICATES SEE SOILS
 REPORT. 2014 FBC-B 1803.5.2 QUESTIONABLE SOIL. WHERE
 THE CLASSIFICATION, STRENGTH OR COMPRESSIBILITY OF THE
 SOIL IS IN DOUBT OR WHERE A LOAD-BEARING VALUE SUPERIOR
 TO THAT SPECIFIED IN THIS CODE IS CLAIMED, THE BUILDING
 OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A
 GEOTECHNICAL INVESTIGATION BE CONDUCTED.
  
 FBC-B1804.4 GRADING AND FILL IN FLOOD HAZARD AREAS. IN
 FLOOD HAZARD AREAS ESTABLISHED IN SECTION 1612.3,
 GRADING AND/OR FILL SHALL NOT BE APPROVED:
 FBC-B 1804.6 CONTROLLED LOW-STRENGTH MATERIAL (CLSM).
 WHERE SHALLOW FOUNDATIONS WILL BEAR ON CONTROLLED
 LOW-STRENGTH MATERIAL (CLSM), THE CLSM SHALL COMPLY
 WITH THE PROVISIONS OF AN APPROVED GEOTECHNICAL REPORT,
 AS SET FORTH IN SECTION 1803.
  
 3) SHEET S-7INDICATES THE HANDRAIL AT AN ELEVATION OF
 39 INCHES MEASURED ABOVE STAIR TREAD NOSINGS, OR FINISH
 SURFACE OF RAMP SLOPE, SHALL BE UNIFORM, NOT LESS THAN
 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965
 MM).
  
 4) SHEET S-7 ALSO INDICATES THE USE OF A GUARDRAIL 42
 INCHES IN HEIGHT. PLEASE GIVE THE DIMENSION FOR THE MID
 RAIL TO SHOW COMPLIANCE WITH 2014 FBC-B
 1013.4 IT APPEARS THEY ARE TAKING EXCEPTION# 3.
  
 5) SHEET S-1 SHOWS ROOF ZONES 3-6 AND ASSOCIATED
 PRESSURES. FOR COMPONENTS AND CLADDING USING ASCE 7-10
 FIGURE 30.5.1 METHOD 1 ENCLOSED BUILDING LESS THAN 60
 FEET IN HEIGHT , THERE ARE ONLY 3 ROOF ZONES 1-3 AND
 WALL ZONES 4 & 5. PLEASE EXPLAIN ROOF ZONES 4, 5 & 6?
 ADDITIONAL INFORMATION, PLEASE ALSO INDICATE IF THESE
 PRESSURES ARE VALY OR VASD PRESSURES.
  
 6) NO PRODUCT APPROVALS WERE SUBMITTED THIS REVIEW,
 SUBMIT (2) OF EACH APPROVAL TYPE. PLEASE PROVIDE
 COMPLIANCE WITH 2014 FBC-B 2010 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.
 (C) PANEL WALLS: WALL LOUVERS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES
  
 7) 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 107.3.4.1 THOSE PRODUCTS WHICH ARE
 REGULATED BY DCA RULE 9N-3 SHALL BE REVIEWED AND
 APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO
 SUBMITTAL FOR JURISDICTIONAL APPROVAL.
  
 8) THE MECHANICAL SHEET M-1 SHOWS AN A/C UNIT MOUNTED
 ON THE EXTERIOR SIDE OF THE WALL. PLEASE SHOW
 COMPLIANCE WITH ASCE 24-05. IN COASTAL A ZONES AND WHEN
 LOCATED ON THE EXTERIOR OF THE STRUCTURE, MECHANICAL OR
 A/C EQUIPMENT AND SYSTEMS SHALL BE LOCATED ON THE
 LANDWARD SIDE OF THE STRUCTUREABOVE THE ELEVATION IN
 TABLE 7-1. BUILDING RISK CATEGORY IV BFE +2FT. OR DFE
 WHICHEVER IS HIGHER.
  
 9) 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
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2016-04-05 Cont ID  
Sent By vperez Date 2016-04-05 Time 07:14 Rev Time 0.00
Received By vperez Date 2016-04-05 Time 07:23 Sent To  
Notes
2016-04-05 07:23:402ND ELECTRICAL PLAN REVIEW
  
 APPLICABLE CODES IN EFFECT:
 FLORIDA BUILDING CODE 2014 5TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH
 EDITION
 NFPA 70- 2011 NEC
 COMMENTS:
  
 PROVISO TO BE PROVIDED ON AS- BUILTS
  
 3. SHOW THE SIZE OF THE GROUNDING ELECTRODE CONDUCTOR
 AT THE SERVICE. NEC 250.66
 5. CLARIFY THE REDUCTION OF THE NEUTRAL CONDUCTOR AT
 THE SERVICE. NEC 250.61C. PROVIDE A NEUTRAL CALCULATION
 OR CLARIFY.
  
  
  
  
 VALENTINO PEREZ
 ELECTRICAL PLANS EXAMINER II
 561-805-6717
 [email protected]
  
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2016-02-17 Cont ID  
Sent By vperez Date 2016-02-17 Time 09:09 Rev Time 0.00
Received By vperez Date 2016-02-16 Time 14:35 Sent To  
Notes
2016-02-17 09:10:45INITIAL ELECTRICAL PLAN REVIEW
  
 APPLICABLE CODES IN EFFECT:
 FLORIDA BUILDING CODE 2014 5TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH
 EDITION
 NFPA 70- 2011 NEC
 COMMENTS:
  
 1. PLEASE PROVIDE A NOTE TO INDICATE REQUIRED SEPARATE
 PERMITS FOR THE GENERATOR AND LIGHTNING PROTECTION. FBC
 107.3
 2. PROVIDE A SHOW COMPLIANCE WITH FBC EC 405.7.3,
 405.7.4 SEE VERBIAGE IN THE CODE REGARDING VOLTAGE DROP
 AND COMPLETIONS DOCUMENTS.
 3. SHOW THE SIZE OF THE GROUNDING ELECTRODE CONDUCTOR
 AT THE SERVICE. NEC 250.66
 4. PLEASE PROVIDE AN INTERSYSTEM BONDING TERMINATION AT
 THE SERVICE ONE-LINE. NEC 250.94. NOTE
 5. CLARIFY THE REDUCTION OF THE NEUTRAL CONDUCTOR AT
 THE SERVICE. NEC 250.61C. PROVIDE A NEUTRAL CALCULATION
 OR CLARIFY.
 6. PROVIDE AIC CALCULATIONS FOR THE NEW SERVICE SHOWN.
 SHOW AVAILABLE FAULT AT THE TRANSFORMER. FBC 107.3
 7. PANEL A AND G NOT SHOWN ON RISER ONE-LINE DIAGRAM.
 LOAD CALCULATIONS NOT SUBMITTED FOR THESE. PLEASE
 PROVIDE, FBC 107.3
 8. STEP DOWN TRANSFORMER (A), SHOW GEC SIZE PER NEC
 250.66. ALSO CLARIFY THE REDUCTION OF THE NEUTRAL
 CONDUCTOR AT THE SECONDARY OUTPUT TO PANEL A. SEE NEC
 250.61C, FBC 107.3
 9. FEEL FREE TO CONTACT ME DIRECTLY SHOULD YOU HAVE ANY
 QUESTIONS OR CONCERNS.
  
  
  
 VALENTINO PEREZ
 ELECTRICAL PLANS EXAMINER II
 561-805-6717
 [email protected]
  
  
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2016-04-21 Cont ID  
Sent By mgonzale Date 2016-04-21 Time   Rev Time 1.00
Received By mgonzale Date 2016-04-21 Time   Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2016-03-15 Cont ID  
Sent By mgonzale Date 2016-03-15 Time   Rev Time 0.25
Received By mgonzale Date 2016-03-15 Time   Sent To I
Notes
2016-03-15 13:17:41FAILED:
  
 RESUBMIT WITH RESPONSES TO PLANNING AND BUILDING.
  
 MANUEL JULIAN GONZALEZ
 ENGINEERING PROJECT COORDINATOR
 PUBLIC WORKS DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2016-04-06 Cont ID  
Sent By pleduc Date 2016-04-06 Time   Rev Time 0.00
Received By pleduc Date 2016-04-06 Time 13:20 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2016-01-25 Cont ID  
Sent By pleduc Date 2016-01-25 Time   Rev Time 0.00
Received By pleduc Date 2016-01-25 Time 14:15 Sent To  
Notes
2016-01-25 14:41:59THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC,
 FIRE MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 PLEASE CONSIDER THE FOLLOWING AS PROVISO:
  
 THESE PROVISO COMMENTS WILL BE VERIFIED AND CONFIRMED
 AT THE TIME OF FIRE INSPECTION. FAILURE TO FOLLOW THESE
 PROVISO COMMENTS WILL RESULT IN A FAILED FIRE
 INSPECTION.
  
 1. SHEET S 7 - INDICATES A STAIR RAILING OF 39" - NFPA
 101, CHAPTER 7,
  
 7.2.2.4.4 HANDRAIL DETAILS;
  
 7.2.2.4.4.1 NEW HANDRAILS ON STAIRS SHALL NOT BE LESS
 THAN 34 IN. AND NOT MORE THAN 38 IN. ABOVE THE SURFACE
 OF THE TREAD, MEASURED VERTICALLY TO THE TOP OF THE
 RAIL FROM THE LEADING EDGE OF THE TREAD.
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2016-05-05 Cont ID  
Sent By ccole Date 2016-05-05 Time 12:21 Rev Time 0.00
Received By ccole Date 2016-05-04 Time 07:57 Sent To  
Notes
2016-05-05 07:58:08CCOLE'S DESK
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2016-05-03 Cont ID  
Sent By   Date 2016-05-03 Time 06:00 Rev Time 0.00
Received By lmarchan Date 2016-04-21 Time 09:08 Sent To  
Notes
2016-04-22 09:08:43C24
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-04-22 Cont ID  
Sent By lmarchan Date 2016-04-22 Time 09:08 Rev Time 0.00
Received By lmarchan Date 2016-03-21 Time 10:54 Sent To  
Notes
2016-03-21 10:54:18C24
 TRAVELLING WITH 16030794, 16030795, 16030797, &
 16030796
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-03-15 Cont ID  
Sent By lmarchan Date 2016-03-15 Time 13:31 Rev Time 0.00
Received By lmarchan Date 2016-01-15 Time 16:21 Sent To  
Notes
2016-02-17 09:11:33TO CAROLINE
2016-01-19 16:23:19C24
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2016-02-03 Cont ID  
Sent By jwitmer Date 2016-02-03 Time 11:44 Rev Time 0.00
Received By jwitmer Date 2016-02-03 Time 11:44 Sent To  
Notes
2016-02-03 11:45:56WEST PALM BEACH CITY LIFT STATION.
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2016-05-05 Cont ID  
Sent By ccole Date 2016-05-05 Time 12:21 Rev Time 0.00
Received By ccole Date 2016-05-05 Time 12:21 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2016-04-28 Cont ID  
Sent By ccole Date 2016-04-28 Time 07:36 Rev Time 0.00
Received By ccole Date 2016-04-28 Time 06:53 Sent To  
Notes
2016-04-28 09:00:183RD REVIEW: FBC 2014 MECHANICAL
 PERMIT #16010466
 4/28/16
  
 1) SHEET M-1: THE MODEL NUMBERS FOR THE NEW 3-TON BARD
 UNIT SHOWN ON THE PLAN DO NOT MATCH THE NUMBERS SHOWN
 ON THE NEW SUBMITTAL- PLEASE CORRECT.
 2) M-1: THE AC SCHEDULE INDICATES 2600 CFM'S OF SUPPLY
 AIR FOR THE 3-TON SYSTEM WHICH WOULLD NOT BE POSSIBLE
 FOR A 3-TON SYSTYEM. PLEASE NOTE THE NEW BARD SPECS
 INDICATE THE UNIT WILL PRODUCE 1100 CFRMS.
 3) THE SUBMITTED PRODUCT APPROVAL FOR THE LOUVER IS
 INCOMPLETE: PLEASE PROVIDE A COMPLETE DOCUMENT THAT
 INCLUDES THE INSTALLATION INSTRUCTIONS AND
 CERTIFICATION CERTIFICATE AS SHOWN ON PAGE-3 OF THE
 SUBMITTAL.
 4) PROVIDE AN NOA OR FLORIDA PRODUCT APPROVAL FOR THE
 GREENHECK FAN EXTERIOR WEATHERHEAD.
 5) ADVISORY: AS REQUESTED BY THE CONTRACTOR, THE WIND
 LOAD ENGINEERING FOR INSTALLATION OF THE BARD UNIT CAN
 BE DONE AS A DEFERRED SUBMITTAL. PLEASE REVIEW SECTION
 107.3.4.2 WPB AMENDMENTS TO THE FLORIDA BUILDING
 CODE:1) DEFERRED SUBMITTAL: FOR THE PURPOSES OF THIS
 SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE
 PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE
 TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO
 THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD.
 DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR
 APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED
 DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST
 THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS
 FOR REVIEW BY THE BUILDING OFFICIAL.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2016-04-04 Cont ID  
Sent By ccole Date 2016-04-04 Time 08:29 Rev Time 0.00
Received By ccole Date 2016-04-04 Time 08:29 Sent To  
Notes
2016-04-04 08:48:172ND REVIEW: FBC 2014 MECHANICAL
 PERMIT #16010466
 4/4/16
  
 1) THE ENGINEER OF RECORD JASON LEE P.E. IS REQUIRED TO
 PROVIDE A RAISED SEAL AND SIGNATURE ON THE SUBMITTED AC
 LOAD CALCULATIONS IN ACCORDANCE WITH SECTION
 61G15023.002 FAC, AND CHAPTER 471 FLORIDA STATUTES.
 2) THE SUBMITTED WIND LOAD CALCULATION HAS AN OUTDATED
 COPIED SEAL AND SIGNATURE. PROVIDE SITE SPECIFIC
 CALCULATIONS FOR THE NEW AC SYSTEM WITH AN ORIGINAL
 SEAL AND SIGNATURE FROM THE EOR IN ACCORDANCE WITH
 FLORIDA STATUTES AND SECTION 61G15023.002 FAC. PLEASE
 PROVIDE ATTACHMENT DETAILS ON THE PLANS, AND NOTE THAT
 THE SYSTEM SELECTION SHALL BE BASED ON THE AC LOAD
 CALCULATIONS BY JASON LEE P.E. WHICH ARE INDICATING A
 2-1/2 TON LOAD.
 3) THE SUBMITTED VENTILATION CALCULATIONS FROM KIMBERLY
 HORN MUST BE SIGNED BY THE PERSON WHO PREPARED THE
 CALCULATIONS- SECTION 107.2.1 WPB AMENDMENTS TO THE
 FBC-10 BUILDING CODES.
 4) AS PREVIOUSLY REQUESTED PROVIDE EQUIPMENT SCHEDULES
 ON THE PLANS FOR THE AC SYSTEM AND FANS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2016-01-25 Cont ID  
Sent By ccole Date 2016-01-25 Time 17:34 Rev Time 0.00
Received By ccole Date 2016-01-25 Time 17:34 Sent To  
Notes
2016-01-25 17:49:141ST REVIEW: FBC 2014 MECHANICAL
 PERMIT #16010466
 1/25/16
  
 1) CLARIFY HOW THE AC SYSTEM WAS SIZED, AND INDICATE
 HOW IT WILL FUNCTION- WILL IT BE CONTROLLED BY A
 THERMOSTAT?
 2) PROVIDE THE WIND LOAD DESIGN CRITERIA AND DETAILS
 FOR ATTACHMENT OF THE AC UNIT TO THE STRUCTURE- SECTION
 301.15 FBC-14 MECHANICAL.
 3) SHEET S-4: A NEW SUPPLY FAN IS SHOWN ON S-3, AND TWO
 EXHAUST FANS ARE SHOWN ON E-3. PLEASE PROVIDE EQUIPMENT
 SCHEDULES FOR THE FANS, AND CLARIFY HOW THE SYSTEMS
 WERE SIZED.
 4) PROVIDE FL. PRODUCT APPROVALS OR MIAMI-DADE NOA'S
 FOR THE INTAKE AND EXHAUST LOUVERS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2016-04-10 Cont ID  
Sent By tklarge Date 2016-04-10 Time 04:13 Rev Time 0.00
Received By tklarge Date 2016-04-10 Time 03:46 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status P Date 2016-01-26 Cont ID  
Sent By tklarge Date 2016-01-26 Time 11:44 Rev Time 0.00
Received By tklarge Date 2016-01-26 Time 10:47 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status P Date 2016-03-30 Cont ID  
Sent By dkittred Date 2016-03-30 Time 10:00 Rev Time 0.00
Received By dkittred Date 2016-03-22 Time 16:58 Sent To L
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2016-01-28 Cont ID  
Sent By dkittred Date 2016-01-28 Time 17:13 Rev Time 0.00
Received By dkittred Date 2016-01-26 Time 13:18 Sent To  
Notes
2016-01-28 17:13:27PLANNING AND ZONING COMMENTS: ***FAILED***
  
 1/28/2016
  
 1. SITE PLAN DOES NOT INCLUDE ANY DIMENSIONS FOR THE
 EXISTING BUILDING AND PROPOSED BUILDING EXPANSION.
 PLEASE DIMENSION.
  
 2. INCLUDE SETBACK OF THE NEW ADDITION FROM PROPERTY
 LINES [ZLDR SEC. 94-204(2)].
  
 3. INDICATE BUILDING HEIGHT OF PROPOSED ADDITION [ZLDR
 SEC. 94-204(35)].
  
 4. INDICATE HEIGHT OF PROPOSED GENERATOR AND VERIFY
 THAT A 6 FOOT HIGH FENCE WILL SUFFICIENTLY SCREEN THE
 GENERATOR UNIT [ZLDR SEC. 994-444(B)].
  
 5. SEPARATE PERMITS REQUIRED FOR LANDSCAPING,
 IRRIGATION, AND FENCES. CURBING WILL BE REQUIRED AROUND
 THE LANDSCAPE AREAS TO PROTECT FROM VEHICLES [ZLDR SEC.
 94-443(C)(5)(A)]. SINCE THE FACILITY IS LOCATED NEARBY
 A BOAT LAUNCHING AND TRAILER PARKING AREA, THE
 LANDSCAPING WILL BE MORE PRONE TO DAMAGE FROM VEHICLES
 AND TRAILERS.
  
 6. FOR THE PROPOSED TREE TO BE REMOVED, A TREE
 ALTERATION PERMIT WILL NEED TO BE SUBMITTED THROUGH THE
 PLANNING DIVISION.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT:
  
 DANIELLE J. KITTREDGE, AICP
 SENIOR PLANNER
 PLANNING & ZONING DIVISION
 PHONE: (561)-822-1443
 EMAIL: [email protected]
  
2016-01-20 14:36:351/20/16


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