Plan Review Details - Permit 20061052
Plan Review Stops For Permit 20061052
Review Stop AD ADDRESSING
Rev No 2 Status P Date 2020-10-16 Cont ID  
Sent By cpuell Date 2020-10-16 Time 12:42 Rev Time 0.00
Received By cpuell Date 2020-10-16 Time 12:42 Sent To  
Notes
2020-10-16 12:43:02ADDRESS CHANGED FROM 3200 TO 2820 ELECTROMICS WAY,
 WHICH IS IN LINE WITH THE NEW BUILDINGS MAIN ADDRESS.
Review Stop AD ADDRESSING
Rev No 1 Status F Date 2020-06-24 Cont ID  
Sent By cpuell Date 2020-06-24 Time 10:19 Rev Time 0.00
Received By cpuell Date 2020-06-24 Time 09:57 Sent To  
Notes
2020-06-24 10:19:41PLEASE INDICATE WHICH DOOR IS THE MAIN ENTRANCE TO THE
 PROPERTY. DO YOU WISH TO HAVE A SEPARATE ADDRESS FOR
 THE WAREHOUSE? PLEASE EMAIL [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2020-10-07 Cont ID  
Sent By jwitmer Date 2020-10-07 Time 13:32 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2020-10-07 13:35:27SAMANTHA HILL HELPED ME UPLOAD THE NEW 53 PAGE NUCOR
 TESTING FILE WITH AISI S-100 TESTING DOCUMENTS.
 JIM WITMER BUILDING PLAN REVIEW.
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2020-09-29 Cont ID  
Sent By jwitmer Date 2020-09-29 Time 17:15 Rev Time 0.00
Received By jwitmer Date 2020-09-29 Time 13:02 Sent To  
Notes
2020-09-29 17:15:02WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20061052
 ADD: 3200 ELECTRONICS WAY
 CONT: CLEAR SPAN STRUCTURES
 TEL: 561-803-8100 / GLENN BLOUNT
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 3RD REVIEW
 DATE: TUES. SEPT. 29TH/ 2020
 ACTION:
  
 1-4) COMPLIED.
 .
 4) 2ND REQUEST. THIS REVIEW THE NUCOR DRAWINGS PACKAGE
 OF 14 AND ONE OF 36 PLUS THE PRODUCT APPROVALS FOR THE
 ROOF AND WALL SYSTEMS. ROOF ZONE 3 IS 6 FEET 9 INCHES
 IN THE DIRECTION OF THE RIDGE.
 IN THE PACKAGE OF 36 PLANS PLAN 15 OF 36 IS THE ROOF
 PLAN WITH ROOF ZONES. SHEET 9 OF 14 SET OF PLANS SHOWS
 THE ROOF PURLIN SPACING. THE SPACING STARTS FROM THE
 EDGE OF THE ROOF WITH 2 FEET TO THE NEXT PURLIN THEN A
 SPACE OF 3 FEET 9 INCHES AND A SECOND SPACE OF 3 FEET
 NINE INCHES.
  
 THE ROOFING PRODUCT APPROVAL FL. 4891.1-R8 PAGE 2 OF 3
 INDICATES THE ROOFING SYSTEMS (3) WITH VICE LOCK 360
 WITH SUPPORTS AT 24 INCHES ON CENTER IS GOOD FOR 108.8
 PSF. THE SAME VISE LOCK 360 WITH SUPPORTS AT 5FEET IS
 GOOD FOR 59.3PSF. IT WOULD APPEAR ANOTHER PURLIN IS
 NEEDED IN THE CORNER OF THE BUILDING FOR ROOF ZONE 3.
 THE SAME SITUATION MAY OCCUR IN WALL ZONE 5 THE WALL
 END ZONE. SHEET 11OF 36, SHEET 9 OF 14 AND PRESSURES
 FOR THE END ZONE DO NOT MAKE IT. PLEASE ALSO NOTE THE
 SHOP DRAWING STAMP OF APPROVAL BLOCKS OUT THE BOTTOM
 SPAN ON ALL SHEETS RIGHT SIDE OF THE BUILDING, ASSUMING
 THE LEFT SIDE WILL HAVE THE SAME SPACING.
 CALLED NUCOR ABOUT THIS ISSUE, SPOKE TO RUSS MILFORD
 PROJECT MANAGER HE SAID THE ENGINEER ANDREW JOHNSON
 WOULD GET BACK TO ME.
  
 5) BUILDING PROVISO: BUILDINGS WITH WELDED OR BOLTED
 CONNECTIONS, THE CONTRACTOR IS REQUIRED TO PROVIDE WELD
 PROCEDURE SPECIFICATIONS & WELDER OPERATOR PERFORMANCE
 QUALIFICATION RECORDS IN ACCORDANCE WITH THE REFERENCED
 STANDARDS AT TIME OF INSPECTION FOR FIELD WIELDING, ON
 THE JOB-SITE WIELDING. THIRD PARTY CERTIFICATION WILL
 BE REQUIRED.
 2017 FBC-B 2204.1 WELDING
 1. WELD PROCEDURES SPECIFICATIONS
 2. QUALIFICATIONS OF WELDING PERSONAL
 2017 FBC-B 2204.2 BOLTING.
 IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED,
 PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD
 AT
 561-805-6666.
  
 BUILDING PROVISO:6) DELEGATED ENGINEERING. 61G15-30.003
 ENGINEERING DOCUMENT CLASSIFICATION. FL 61G-15-30.006
 (3) THE DELEGATED ENGINEER SHALL FORWARD THE DELEGATED
 ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR
 REVIEW.
  
  
 7-9) COMPLIED.
  
 10) 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.
  
 PLEASE NOTE WE ARE WORKING FROM HOME BECAUSE OF COVID
 19
 IF YOU WOULD LIKE TO CONTACT ME, MY CELL NUMBER IS
 561-718-9724.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2020-08-31 Cont ID  
Sent By jwitmer Date 2020-08-31 Time 17:28 Rev Time 0.00
Received By jwitmer Date 2020-08-31 Time 16:02 Sent To  
Notes
2020-08-31 17:20:48WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20061052
 ADD: 3200 ELECTRONICS WAY
 CONT: CLEAR SPAN STRUCTURES
 TEL: 561-803-8100 / GLENN BLOUNT
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2ND REVIEW
 DATE: MON. AUGUST 31ST/ 2020
 ACTION: DENIED
  
 NOTICE!!!!!!!! 4X FEE / NOTICE!!!!! FLORIDA STATUTE
 553.80(2)(B)
 WITH RESPECT TO EVALUATION OF DESIGN PROFESSIONALS?
 DOCUMENTS, IF A LOCAL GOVERNMENT FINDS IT NECESSARY, IN
 ORDER TO ENFORCE COMPLIANCE WITH THE FLORIDA BUILDING
 CODE AND ISSUE A PERMIT, TO REJECT DESIGN DOCUMENTS
 REQUIRED BY THE CODE THREE OR MORE TIMES FOR FAILURE TO
 CORRECT A CODE VIOLATION SPECIFICALLY AND CONTINUOUSLY
 NOTED IN EACH REJECTION, INCLUDING, BUT NOT LIMITED TO,
 EGRESS, FIRE PROTECTION, STRUCTURAL STABILITY, ENERGY,
 ACCESSIBILITY, LIGHTING, VENTILATION, ELECTRICAL,
 MECHANICAL, PLUMBING, AND GAS SYSTEMS, OR OTHER
 REQUIREMENTS IDENTIFIED BY RULE OF THE FLORIDA BUILDING
 COMMISSION ADOPTED PURSUANT TO CHAPTER 120, THE LOCAL
 GOVERNMENT SHALL IMPOSE, EACH TIME AFTER THE THIRD SUCH
 REVIEW THE PLANS ARE REJECTED FOR THAT CODE VIOLATION,
 A FEE OF FOUR TIMES THE AMOUNT OF THE PROPORTION OF THE
 PERMIT FEE ATTRIBUTED TO PLANS REVIEW.
  
  
 1) SEMI-COMPLIED, 2ND REQUEST. THE RESPONSE LETTER
 STATES THE PERMITTED USE OF THE SITE PLAN APPROVAL AS
 INDUSTRIAL. I BELIEVE THAT YOU ARE INDICATING THE SITE
 PLAN APPROVAL PROCESS KNOWN AS PPRC. THIS IS A ZONING
 REQUIREMENT. I AM NOT REVIEWING FOR ZONING REGULATIONS
 BUT UNDER THE 2017 FLORIDA BUILDING CODE FOR THE
 STRUCTURE AND FUTURE USE ONCE THE BUILDING HAS ITS
 CERTIFICATE OF OCCUPANCY. TO MEET BOTH CODES YOU WILL
 NEED TO IDENTIFY UNDER WHICH CODE YOU ARE DESCRIBING
 THE BUILDING. IT IS COMMON FOR DAYCARE OCCUPANCIES TO
 HAVE THE DOUBLE COMMON, ONE FOR THE STATE REQUIREMENTS
 AND ONE FOR THE THE REQUIREMENTS FOUND IN THE BUILDING
 CODE. I WOULD SUGGEST THIS IS A WAY TO SATISFY BOTH THE
 ZONING REQUIREMENTS AS WELL AS THE 2017 FBC-BUILDING
 REQUIREMENTS.
 1ST REVIEW. THERE IS A DISCREPANCY IN OCCUPANCY
 CLASSIFICATION FOR THIS BUILDING. THE SITE PLAN SHEET
 LIST THE OCCUPANCIES AS INDUSTRIAL & BUSINESS WHEREAS
 THE LIFE SAFETY SHEET INDICATES THE OCCUPANCIES TO BE
 S2 STORAGE AND BUSINESS OCCUPANCY. 107.2.1.2.
 ADDITIONAL INFORMATION IS REQUIRED, DISCREPANCY IN
 PLANS.
  
 2) COMPLIED, NOT IN AN A FLOOD ZONE.
 3) COMPLIED
 .
 4) 2ND REQUEST. SHEET S-4.0 SHOWS ONLY THE BLOCK
 EXTERIOR WALL. THERE ARE NO STRUCTURAL SHEETS SUBMITTED
 FOR THE METAL FRAME BUILDING, SHOWING THE BUILDING
 ELEVATIONS WITH THE SPACING OF THE HORIZONTAL GIRTS AND
 PURLINS. COMPLIANCE WITH THE EXTERIOR WALL AND ROOF
 FASTENING SYSTEM CANNOT BE REVIEWED. THE MISSING
 INFORMATION THE PRODUCT APPROVAL FOR THE METAL EXTERIOR
 WALL SYSTEM AND METAL ROOF SYSTEM. WITHOUT THE PRODUCT
 APPROVALS BEING SUBMITTED, IDENTIFYING THE TYPE OF WALL
 AND ROOF PANELS BEING INSTALLED, WITH THEIR ALLOWABLE
 SPACING BETWEEN SUPPORTS (GIRTS & PURLINS) AND
 ASSOCIATED PRESSURES NO REVIEW FOR THE STRUCTURAL
 PORTION OF THE BUILDING CAN BE COMPLETED.
  
 5) COMPLIED. BUILDINGS WITH WELDED OR BOLTED
 CONNECTIONS, THE CONTRACTOR IS REQUIRED TO PROVIDE WELD
 PROCEDURE SPECIFICATIONS & WELDER OPERATOR PERFORMANCE
 QUALIFICATION RECORDS IN ACCORDANCE WITH THE REFERENCED
 STANDARDS AT TIME OF INSPECTION FOR FIELD WIELDING, ON
 THE JOB-SITE WIELDING. THIRD PARTY CERTIFICATION WILL
 BE REQUIRED.
 2017 FBC-B 2204.1 WELDING
 1. WELD PROCEDURES SPECIFICATIONS
 2. QUALIFICATIONS OF WELDING PERSONAL
 2017 FBC-B 2204.2 BOLTING.
 IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED
 PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD
 AT
 561-805-6666.
  
 6A)2ND REQUEST. THE 2ND REVIEW CYCLE NO WALL NOR
 ROOFING PRODUCT APPROVALS WERE SUBMITTED!!!!!!!!
 COMPONENTS & CLADDING PLEASE SUPPLY THE PRODUCT
 APPROVAL FULL REPORTS. IF IN THE PRODUCT APPROVAL THERE
 ARE MULTIPLE SUB-SYSTEMS APPROVED IDENTIFY (CIRCLE)
 WHICH APPLICATION IS TO BE INSTALLED.
 2017 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT
 OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005,
 RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS
 OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS:
 (31)(A) EXTERIOR DOORS, MULLIONS & ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: METAL WALL PANELS, STOREFRONTS,
 CURTAIN WALLS, WALL LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, METAL ROOF PANELS,
 LIGHTWEIGHT CONCRETE INSULATION, ROOF TOP VENTILATORS
  
 6B) 2ND REQUEST. W. P. B. 107.3.4. PRODUCT APPROVALS.
 THOSE PRODUCTS WHICH ARE REGULATED BY FLORIDA
 ADMINISTRATIVE CODE RULE 61G20 SHALL BE REVIEWED AND
 APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO
 SUBMITTAL FOR JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC..
  
 6C) 2ND REQUEST. DELEGATED ENGINEERING. 61G15-30.003
 ENGINEERING DOCUMENT CLASSIFICATION. FL 61G-15-30.006
 (3) THE DELEGATED ENGINEER SHALL FORWARD THE DELEGATED
 ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR
 REVIEW.
  
 7) 2ND REQUEST. THE OTHER UNKNOWN IS IF THE ENGINEER OF
 RECORD FOR THE METAL BUILDING MANUFACTURER HAS DESIGNED
 THE ROOF SYSTEM TO SECTION 2211.5 OF THE FBC-B AISI
 S210 OR AISI S 100? WITH A GREATER DEDUCTION IN
 PRESSURES ALONG WITH THE DEDUCTION FROM VULT TO VASD?
  
 8) ADA DETAILS SHEET ADA 1.1:
  
 8-9) COMPLIED.
  
 10) A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW
 COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE
 THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR
 PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION.
 A THOROUGH REVIEW OF THE PLANS COULD NOT HAPPEN SINCE
 THERE WAS A GREAT DEFICIENCY IN PLANS AND REQUIRED
 DOCUMENTATION (PRODUCT APPROVALS). WITH THE NEXT PLAN
 REVIEW CYCLE THERE MAYBE ADDITIONAL REVIEW COMMENTS
 BECAUSE OF NEW PLANS AND INFORMATION LACKING UNDER THE
 PRIOR REVIEW.
  
 PLEASE NOTE WE ARE WORKING FROM HOME BECAUSE OF COVID
 19
 IF YOU WOULD LIKE TO CONTACT ME, MY CELL NUMBER IS
 561-718-9724.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date   Cont ID  
Sent By   Date 2020-07-12 Time 15:30 Rev Time 0.00
Received By jwitmer Date 2020-07-12 Time 13:45 Sent To  
Notes
2020-07-12 15:27:47WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION
 SERVICES/ BUILDING DIVISION
 2017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 20061052
 ADD: 3200 ELECTRONICS WAY
 CONT: CLEAR SPAN STRUCTURES
 TEL: 561-803-8100 / GLENN BLOUNT
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 1ST REVIEW
 DATE: SUN. JULY 12TH/ 2020
 ACTION: DENIED
  
 1) THERE IS A DISCREPANCY IN OCCUPANCY CLASSIFICATION
 FOR THIS BUILDING. THE SITE PLAN SHEET LIST THE
 OCCUPANCIES AS INDUSTRIAL & BUSINESS WHEREAS THE LIFE
 SAFETY SHEET INDICATES THE OCCUPANCIES TO BE S2 STORAGE
 AND BUSINESS OCCUPANCY. 107.2.1.2. ADDITIONAL
 INFORMATION IS REQUIRED, DISCREPANCY IN PLANS.
  
 2) PLEASE PROVIDE A SURVEY, THERE SEEMS TO BE A PORTION
 OF THE PROPERTY IN AN A FLOOD ZONE. THE OTHER ISSUE IS
 THE LOCATION OF THE BUILDING AND CLOSENESS TO THE
 PROPERTY LINE AND COMPLIANCE WITH TABLE 602 OF THE 2017
 FBC-B. SHOW DISTANCES FROM PROPERTY LINES AND OTHER
 STRUCTURES AND OR PROPOSED STRUCTURES.
  
 3) THERE IS ALSO A DISCREPANCY IN THE TYPE OF MATERIAL
 THE REAR WALL IS TO BE CONSTRUCTED FROM. SHEET A-4.0
 HAS A NOTE BY THE BACK WALL DETAIL STATING THAT THE
 BACK WALL IS TO BE METAL SIDING BY THE BUILDING
 MANUFACTURER, TYPICAL. WHEREAS SHEET S-3.0 & S-4.0
 DETAILS A & B BOTH SHOW THE REAR WALL TO BE CONSTRUCTED
 AS A 12 INCH THICK CMU WALL AND COLUMN TYPE 2 ALSO
 BEING 12 INCHES THICK.
  
 4) THERE ARE NO STRUCTURAL SHEETS SUBMITTED FOR THE
 METAL FRAME BUILDING, SHOWING THE BUILDING ELEVATIONS
 WITH THE SPACING OF THE HORIZONTAL GIRTS AND PURLINS.
 COMPLIANCE WITH THE EXTERIOR WALL AND ROOF FASTENING
 SYSTEM CANNOT BE REVIEWED. THE MISSING INFORMATION THE
 PRODUCT APPROVAL FOR THE METAL EXTERIOR WALL SYSTEM AND
 METAL ROOF SYSTEM. WITHOUT THE PRODUCT APPROVALS BEING
 SUBMITTED, IDENTIFYING THE TYPE OF WALL AND ROOF PANELS
 BEING INSTALLED, WITH THEIR ALLOWABLE SPACING BETWEEN
 SUPPORTS (GIRTS & PURLINS) AND ASSOCIATED PRESSURES NO
 REVIEW FOR THE STRUCTURAL PORTION OF THE BUILDING CAN
 BE COMPLETED.
  
 5) BUILDINGS WITH WELDED OR BOLTED CONNECTIONS, THE
 CONTRACTOR IS REQUIRED TO PROVIDE WELD PROCEDURE
 SPECIFICATIONS & WELDER OPERATOR PERFORMANCE
 QUALIFICATION RECORDS IN ACCORDANCE WITH THE REFERENCED
 STANDARDS AT TIME OF INSPECTION FOR FIELD WIELDING, ON
 THE JOB-SITE WIELDING. THIRD PARTY CERTIFICATION WILL
 BE REQUIRED.
 2017 FBC-B 2204.1 WELDING
 1. WELD PROCEDURES SPECIFICATIONS
 2. QUALIFICATIONS OF WELDING PERSONAL
 2017 FBC-B 2204.2 BOLTING.
 IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED
 PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD
 AT
 561-805-6666.
  
 6A) COMPONENTS & CLADDING PLEASE SUPPLY THE PRODUCT
 APPROVAL FULL REPORTS. IF IN THE PRODUCT APPROVAL THERE
 ARE MULTIPLE SUB-SYSTEMS APPROVED IDENTIFY (CIRCLE)
 WHICH APPLICATION IS TO BE INSTALLED.
 2017 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT
 OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005,
 RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS
 OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS:
 (31)(A) EXTERIOR DOORS, MULLIONS & ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: METAL WALL PANELS, STOREFRONTS,
 CURTAIN WALLS, WALL LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, METAL ROOF PANELS,
 LIGHTWEIGHT CONCRETE INSULATION, ROOF TOP VENTILATORS
  
 6B) W. P. B. 107.3.4. PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY FLORIDA ADMINISTRATIVE CODE RULE
 61G20 SHALL BE REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL.
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC..
  
 6C) DELEGATED ENGINEERING. 61G15-30.003 ENGINEERING
 DOCUMENT CLASSIFICATION. FL 61G-15-30.006 (3) THE
 DELEGATED ENGINEER SHALL FORWARD THE DELEGATED
 ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR
 REVIEW.
  
 7) THE OTHER UNKNOWN IS IF THE ENGINEER OF RECORD FOR
 THE METAL BUILDING MANUFACTURER HAS DESIGNED THE ROOF
 SYSTEM TO SECTION 2211.5 OF THE FBC-B AISI S210 OR AISI
 S 100? WITH A GREATER DEDUCTION IN PRESSURES ALONG WITH
 THE DEDUCTION FROM VULT TO VASD?
  
 8) ADA DETAILS SHEET ADA 1.1:
  
 8A) DETAIL 12 WATER CLOSET DETAIL DOES NOT PROVIDE THE
 HEIGHT OF THE GRAB BARS FROM FINISH FLOOR. 2017
 FBC-ACCESSIBILITY CODE SECTION 609.4 POSITION OF GRAB
 BARS. GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL
 POSITION, 33 INCHES MINIMUM AND 36 INCHES MAXIMUM ABOVE
 THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING
 SURFACE, NOT CENTERLINE.
  
 8B) DETAIL # 13 THE DRINKING FOUNTAIN SHOWS THE HIGH/
 LOW DRINKING FOUNTAIN. THE BOTTOM OF THE LOWER DRINKING
 FOUNTAIN DOES MEET THE CODE REQUIREMENT OF NOT HIGHER
 THAN THE 27 INCHES WHEREAS THE HIGH FOUNTAIN IS WELL
 ABOVE THE REQUIRED 27 INCHES FROM FINISH FLOOR.
 2017 FBC-ACCESSIBILITY CODE SECTION, PROTRUDING OBJECTS
 307.2 PROTRUSION LIMITS 307.2. OBJECTS WITH LEADING
 EDGES MORE THAN 27 INCHES AND NOT MORE THAN 80 INCHES
 ABOVE THE FLOOR SHALL NOT PROTRUDE MORE THAN 4 INCHES
 HORIZONTALLY IN TO THE CIRCULATION PATH.
  
 9) 2017 ENERGY CODE SECTION C401.2 APPLICATION.
 COMMERCIAL BUILDINGS SHALL COMPLY WITH ONE OF THE
 FOLLOWING:
 3.1.THE REQUIREMENTS OF ANSI/ASHRAE/IESNA 90.1,
 EXCLUDING SECTION 9.4.1.1(G) OF THE STANDARD.
 3.2.THE REQUIREMENTS OF SECTIONS C402 THROUGH C405. IN
 ADDITION, COMMERCIAL BUILDINGS SHALL COMPLY WITH
 SECTION C406 AND TENANT SPACES SHALL COMPLY WITH
 SECTION C406.1.1.
 3.3.THE REQUIREMENTS OF SECTIONS C402.5, C403.2, C404,
 C405.2, C405.3, C405.5, C405.6 AND C407. THE BUILDING
 ENERGY COST SHALL BE EQUAL TO OR LESS THAN 85 PERCENT
 OF THE STANDARD REFERENCE DESIGN BUILDING.
  
 10) A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW
 COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE
 THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR
 PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION.
 A THOROUGH REVIEW OF THE PLANS COULD NOT HAPPEN SINCE
 THERE WAS A GREAT DEFICIENCY IN PLANS AND REQUIRED
 DOCUMENTATION. WITH THE NEXT PLAN REVIEW CYCLE THERE
 MAYBE ADDITIONAL REVIEW COMMENTS BECAUSE OF NEW PLANS
 AND INFORMATION LACKING UNDER THE PRIOR REVIEW.
  
 PLEASE NOTE WE ARE WORKING FROM HOME BECAUSE OF COVID
 19
 IF YOU WOULD LIKE TO CONTACT ME, MY CELL NUMBER IS
 561-718-9724.
  
 JAMES A. WITMER BN, PX, SFP, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2020-09-03 Cont ID  
Sent By jleahy Date 2020-09-03 Time 13:56 Rev Time 0.00
Received By jleahy Date 2020-09-03 Time 13:39 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2020-07-31 Cont ID  
Sent By jleahy Date 2020-07-31 Time 07:56 Rev Time 0.00
Received By jleahy Date 2020-07-30 Time 17:29 Sent To  
Notes
2020-07-31 08:06:01ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 FLORIDA BUILDING CODE 2017 6TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2017 6TH ED
 NFPA 70 2014 EDITION
  
 JAKE LEAHY BN, BU, PX
 ELECTRICAL PLANS EXAMINER II
 561-805-6713
 [email protected]
  
 PAGE E.2
  
 1) SERVICE SHOWS MAIN BREAKER PANEL CONDUCTORS FROM
 METER TO PANEL HAVE TO ROUTED OUTSIDE OF THE BUILDING
 IF MORE THAN 8' OF CO NDUCTOR IS TO BE USED.
  
 2) CIRCUIT A-29 TO BE GFCI PROTECTED TO DRINKING
 FOUNTAIN. 422.52
  
 3) BREAK ROOM OUTLETS WITHIN 6' OF THE SINK TO BE GFCI
 PROTECTED 210.8(B)
  
 PAGE E.4
  
 1) LOAD CALCULATION LIGHTING LOAD NOT PER 220.12 SEE
 TABLE 220,12
  
 2) AIC RATING OF MAIN AND PANEL REQUIRED PER 110.9,
 110,10 AND LABELED PER 110.24
 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
  
 3) PROVIDE INTERSYSTEM BONDING TERMINATION POINT AT
 SERVICE. NEC 250.94
  
  
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2020-08-19 Cont ID  
Sent By rrossano Date 2020-08-19 Time   Rev Time 0.00
Received By rrossano Date 2020-08-19 Time   Sent To  
Notes
2020-08-19 17:46:52REVIEWED UNDER FORMAL ENGINEERING SUBMITTAL E20040030.
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2020-07-24 Cont ID  
Sent By shill Date 2020-07-24 Time 12:58 Rev Time 0.00
Received By shill Date 2020-07-24 Time 12:58 Sent To  
Notes
2020-07-24 12:59:01CONTACT ENGINEERING DEPARTMENT DIRECTLY AND SUBMIT
 APPLICATION IF REQUIRED
 HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS
 /FORMS,-PERMITS-APPLICATIONS
  
 ENGINEERING APPROVAL REQUIRED PRIOR TO PERMIT ISSUANCE
  
 MAIN PHONE: (561) 822-1200
  
 IF YOU HAVE AN ISSUED ENGINEERING PERMIT, OR A PENDING
 APPLICATION, PLEASE ADVISE VIA EMAIL ([email protected])
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2020-08-17 Cont ID  
Sent By pleduc Date 2020-08-17 Time   Rev Time 0.00
Received By pleduc Date 2020-08-14 Time 10:06 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2020-06-25 Cont ID  
Sent By pleduc Date 2020-06-25 Time   Rev Time 0.00
Received By pleduc Date 2020-06-25 Time 11:38 Sent To  
Notes
2020-06-25 11:47:35THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) SHEET LS 1.0 - THERE IS AN INDICATION OF A WAREHOUSE
 AND RACK STORAGE.
  
 PLEASE PROVIDE DETAILS OF WHAT THE WILL BE TAKING PALCE
 IN THE WAREHOUSE, I.E. MANUFACTURING, AND WHAT WILL BE
 STORED, HOW WILL IT STORED (PALLET TYPE, SHELVING TYPE,
 WRAPPING OF PRODUCT, ETC)
  
  
  
 1A) SHEET LS 1.0 - THERE IS AN INDICATION OF A MIXED
 NONSPEARATED OCCUPANCY; BUSINESS/STORAGE
 THOUGH THERE A SEPARATION OF THE OCCUPANCY THERE DOES
 NOT APPEAR TO BE A SEPARATION OF THE HAZARD.
  
 PER NFPA 101 CH 6 OCCUPANCY CLASSIFICATION.
  
 6.2 HAZARD OF CONTENTS.
 6.2.1 GENERAL.
 6.2.1.1 FOR THE PURPOSE OF THIS CODE, THE HAZARD OF
 CONTENTS SHALL
 BE THE RELATIVE DANGER OF THE START AND SPREAD OF FIRE,
 THE DANGER OF
 SMOKE OR GASES GENERATED, AND THE DANGER OF EXPLOSION
 OR OTHER
 OCCURRENCE POTENTIALLY ENDANGERING THE LIVES AND SAFETY
 OF THE
 OCCUPANTS OF THE BUILDING OR STRUCTURE.
 6.2.1.2 HAZARD OF CONTENTS SHALL BE CLASSIFIED BY THE
 REGISTERED
 DESIGN PROFESSIONAL (RDP) OR OWNER AND SUBMITTED TO THE
 AUTHORITY HAVING JURISDICTION FOR REVIEW AND APPROVAL
 ON THE BASIS
 OF THE CHARACTER OF THE CONTENTS AND THE PROCESSES OR
 OPERATIONS
 CONDUCTED IN THE BUILDING OR STRUCTURE.
 6.2.1.3* FOR THE PURPOSE OF THIS CODE, WHERE DIFFERENT
 DEGREES OF
 HAZARD OF CONTENTS EXIST IN DIFFERENT PARTS OF A
 BUILDING OR STRUCTURE,
 THE MOST HAZARDOUS SHALL GOVERN THE CLASSIFICATION,
 UNLESS
 HAZARDOUS AREAS ARE SEPARATED OR PROTECTED AS SPECIFIED
 IN SECTION
 8.7 AND THE APPLICABLE SECTIONS OF CHAPTERS 11 THROUGH
 43.
 6.2.2 CLASSIFICATION OF HAZARD OF CONTENTS.
 6.2.2.1* GENERAL. THE HAZARD OF CONTENTS OF ANY
 BUILDING OR
 STRUCTURE SHALL BE CLASSIFIED AS LOW, ORDINARY, OR HIGH
 IN
 ACCORDANCE WITH 6.2.2.2, 6.2.2.3, AND 6.2.2.4.
 6.2.2.2* LOW HAZARD CONTENTS. LOW HAZARD CONTENTS SHALL
 BE
 CLASSIFIED AS THOSE OF SUCH LOW COMBUSTIBILITY THAT NO
 SELFPROPAGATING
 FIRE THEREIN CAN OCCUR.
 6.2.2.3* ORDINARY HAZARD CONTENTS. ORDINARY HAZARD
 CONTENTS SHALL
 BE CLASSIFIED AS THOSE THAT ARE LIKELY TO BURN WITH
 MODERATE RAPIDITY OR
 TO GIVE OFF A CONSIDERABLE VOLUME OF SMOKE.
 6.2.2.4* HIGH HAZARD CONTENTS. HIGH HAZARD CONTENTS
 SHALL BE
 CLASSIFIED AS THOSE THAT ARE LIKELY TO BURN WITH
 EXTREME RAPIDITY OR FROM
 WHICH EXPLOSIONS ARE LIKELY. (FOR MEANS OF EGRESS
 REQUIREMENTS, SEE
 SECTION 7. 11.)
  
 PLEASE NOTE THE APPENDIX NARRATIVE FOR HAZARD
 CLASSIFICATION:
  
 A.6.2.2.2 CHAPTER 42 RECOGNIZES STORAGE OF
 NONCOMBUSTIBLE
 MATERIALS AS LOW HAZARD. IN OTHER OCCUPANCIES, IT IS
 ASSUMED
 THAT, EVEN WHERE THE ACTUAL CONTENTS HAZARD IS NORMALLY
 LOW,
 THERE IS SUFFICIENT LIKELIHOOD THAT SOME COMBUSTIBLE
 MATERIALS
 OR HAZARDOUS OPERATIONS WILL BE INTRODUCED IN
 CONNECTION
 WITH BUILDING REPAIR OR MAINTENANCE, OR SOME
 PSYCHOLOGICAL
 FACTOR MIGHT CREATE CONDITIONS CONDUCIVE TO PANIC, SO
 THAT THE
 EGRESS FACILITIES CANNOT SAFELY BE REDUCED BELOW THOSE
 SPECIFIED
 FOR ORDINARY HAZARD CONTENTS.
 A.6.2.2.3 ORDINARY HAZARD CLASSIFICATION REPRESENTS THE
 CONDITIONS
 FOUND IN MOST BUILDINGS AND IS THE BASIS FOR THE
 GENERAL
 REQUIREMENTS OF THIS CODE.
 THE FEAR OF POISONOUS FUMES OR EXPLOSIONS IS
 NECESSARILY A
 RELATIVE MATTER TO BE DETERMINED ON A JUDGMENT BASIS.
 ALL
 SMOKE CONTAINS SOME TOXIC FIRE GASES BUT, UNDER
 CONDITIONS OF
 ORDINARY HAZARD, THERE SHOULD BE NO UNDULY DANGEROUS
 EXPOSURE
 DURING THE PERIOD NECESSARY TO ESCAPE FROM THE FIRE
 AREA,
 ASSUMING THERE ARE PROPER EXITS.
  
 SO THE HAZARD OF THE WAREHOUSE(ORDINARY) AND
 BUSINESS(LOW) SEPARATION IS REQUIRED.
  
 PLEASE PROVIDE THE REQUIRED RATED SEPARATION OF THE TWO
 HAZARDS.
  
  
  
 2) SHEET LS 1.0 - THERE IS ONLY 1 EXIT INDICATED FROM
 THE WAREHOUSE AREA. TWO ARE REQUIRED.
  
 PER NFPA 101
  
 42.2.4 NUMBER OF MEANS OF EGRESS. THE NUMBER OF MEANS
 OF
 EGRESS SHALL COMPLY WITH 42.2.4.1 THROUGH 42.2.4.3.
 (SEE ALSO
 SECTION 7.4.)
 42.2.4.1 THE NUMBER OF MEANS OF EGRESS SHALL COMPLY
 WITH ANY OF
 THE FOLLOWING:
 (1) IN LOW HAZARD STORAGE OCCUPANCIES, A SINGLE MEANS
 OF EGRESS
 SHALL BE PERMITTED FROM ANY STORY OR SECTION.
 (2) IN ORDINARY HAZARD STORAGE OCCUPANCIES, A SINGLE
 MEANS OF
 EGRESS SHALL BE PERMITTED FROM ANY STORY OR SECTION,
 PROVIDED
 THAT THE EXIT CAN BE REACHED WITHIN THE DISTANCE
 PERMITTED AS A
 COMMON PATH OF TRAVEL.
 (3) ALL BUILDINGS OR STRUCTURES NOT COMPLYING WITH
 42.2.4.1(1) OR
 42.2.4.1(2) AND USED FOR STORAGE, AND EVERY SECTION
 THEREOF
 CONSIDERED SEPARATELY, SHALL HAVE NOT LESS THAN TWO
 SEPARATE
 MEANS OF EGRESS AS REMOTELY LOCATED FROM EACH OTHER AS
 PRACTICABLE.
  
 THE TABLE INDICATES 50FT FOR AN UNSPRINKLERED BUILDING,
 THE PLAN INDICATES 75FT.
  
 PLEASE REVIEW AND CORRECT.
  
  
  
  
 3) SHEET LS 1.0 - RACKS ARE INDICATED AND SHALL BE
 SUBMITTED AND INSTALLED UNDER SEPARATE PERMIT AND SHOP
 DRAWINGS INCLUDING MANUFACTURE SPEC SHEETS.
  
 PLEASE PROVIDE A NOTE OF ACKNOWLEDGEMENT
  
  
  
 4) SHEET LS 1.0 & SP 1 -
  
  
  
  
 SHEET A 1.1 - WITHIN THE DOOR SCHEDULE THERE ARE
 INDICATIONS OF HARDWARE SETS; HOWEVER, I COULD NOT FIND
 THE DETAILS OF THE HARDWARE SETS TO CONFIRM COMPLIANCE
 WITH NFPA 101 7.2.1 AS INDICATED ON THE NOTE.
  
 PLEASE PROVIDE HARDWARE SET DETAILS.
  
  
  
 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 3 Status N Date 2020-10-16 Cont ID  
Sent By lmarchan Date 2020-10-16 Time 14:59 Rev Time 0.00
Received By lmarchan Date 2020-09-22 Time 14:56 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2020-09-15 Cont ID  
Sent By shill Date 2020-09-15 Time 14:47 Rev Time 0.00
Received By shill Date 2020-08-13 Time 08:24 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2020-07-31 Cont ID  
Sent By jleahy Date 2020-07-31 Time 08:22 Rev Time 0.00
Received By jleahy Date 2020-06-23 Time 15:40 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2020-08-24 Cont ID  
Sent By lmarchan Date 2020-08-24 Time 14:26 Rev Time 0.00
Received By lmarchan Date 2020-08-20 Time 09:22 Sent To  
Notes
2020-08-24 13:20:14MU-2020-32119 - $6674.01 - PAID
2020-08-20 09:22:278/20/20 EMAILED IMPACT FEE OFFICE FOR REVIEW. LEM
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date   Cont ID  
Sent By   Date 2020-07-12 Time   Rev Time 0.00
Received By jwitmer Date 2020-07-12 Time 13:45 Sent To  
Notes
2020-07-12 15:31:18IMPACT FEES - DIGITAL SUBMITTALS:
 PLANS WILL BE REVIEWED BY THE PBC IMPACT FEE OFFICE
 DIGITALLY VIA PROJECT DOX UPON NOTIFICATION BY THIS
 OFFICE. NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST
 FINAL FORM. YOU MAY COORDINATE WITH THE IMPACT FEE
 OFFICE AT (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL
 IMPACT FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME
 THE FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM
 CAN BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINIS
 TRATION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON
 APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO
 YOUR PROJECT OR EMAIL IT TO [email protected] .
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2020-08-28 Cont ID  
Sent By medwards Date 2020-08-28 Time 10:41 Rev Time 0.00
Received By medwards Date 2020-08-28 Time 10:40 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2020-07-23 Cont ID  
Sent By medwards Date 2020-07-23 Time 09:34 Rev Time 0.00
Received By medwards Date 2020-07-23 Time 08:01 Sent To  
Notes
2020-07-23 09:35:261ST REVIEW FBC-2017 MECHANICAL
 PERMIT-20061052
  
 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) PLEASE PROVIDE VENTILATION CALCULATIONS FOR EACH USE
 OF SPACE IN THIS BUILDING I.E.- VENTILATION
 CALCULATIONS FOR THE STORAGE AREA. FBC M 403, FBC M 402
  
 2) PLEASE PROVIDE A LIST OF MATERIALS BEING STORED IN
 THE WAREHOUSE. FBC FS 107.2.1
  
 3) PLEASE PROVIDE A STORAGE LAYOUT SHEET WITH THE RACKS
 LOCATIONS ALONG WITH THE HEIGHT OF THE RACKS. FBC B
 910.2.2
  
 4) SHEET MOB OF 5: AIR CONDITIONING EQUIPMENT SCHEDULE-
 REMARKS HAS A MOTE 15 LISTED. THERE IS NO NOTE 15 IN
 THE NOTES SECTION.
  
 5) PLEASE SHOW THAT THE CONDENSER LOCATION IS PROTECTED
 FROM TRAFFIC. FBC M 303.4
  
 6) PLEASE SHOW CONDENSATION PIPING AND TERMINATION
 LOCATION FOR THE FCU-1. FBC M 307.2.1
  
 7) PLEASE LABEL EACH RETURN GRILL WITH THE CFM?S. FBC
 FS 107.2.1
  
  
  
 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 OLD
 SHEETS FROM THE PLAN SETS, BIND THEM TOGETHER
 SEPARATELY AND MARK VOID OR OLD ON THEM. PLEASE RETAIN
 THEM FOR REFERENCE WITH THE NEW SUBMITTED PLANS. THIS
 PROCESS WILL ALSO APPLY TO ANY DOCUMENTS SUCH AS
 PRODUCT APPROVALS OR CALCULATIONS BEING REPLACED OR
 UPDATED.
  
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2020-08-27 Cont ID  
Sent By lcrespo Date 2020-08-27 Time 12:51 Rev Time 0.00
Received By lcrespo Date 2020-08-27 Time 12:51 Sent To  
Notes
2020-08-27 12:52:2008/27/20 REVIEWED FOR CODE COMPLIANCE (PLUMBING)
  
 BY REVIEWING THE PLANS / SPECIFICATIONS FOR CODE
 COMPLIANCE DOES NOT RELIEVE THE OWNER, DESIGN
 PROFESSIONAL, CONTRACTORS OR THEIR REPRESENTATIVES FROM
 THE RESPONSIBILITY TO COMPLY WITH ALL LOCAL, STATE AND
 NATIONAL CODES AND STANDARDS IN EFFECT AT THE TIME OF
 PERMIT ISSUANCE. OUR REVIEW IS NOT A CHECK OF EVERY
 ITEM AND DOES NOT PREVENT THIS DEPARTMENT FROM
 REQUIRING CORRECTIONS DURING CONSTRUCTION. ANY CHANGES
 / ALTERATIONS TO APPROVED PLANS SHALL BE APPROVED TO
 AVOID VOIDING OF THE PERMIT.
  
 LUIS A. CRESPO
 PLUMBING PLAN EXAMINER / INSPECTOR
 EMAIL: [email protected] OFFICE: 561 805-6720
  
Review Stop P PLUMBING
Rev No 1 Status P Date 2020-07-29 Cont ID  
Sent By lcrespo Date 2020-07-29 Time 11:56 Rev Time 0.00
Received By lcrespo Date 2020-07-29 Time 11:14 Sent To  
Notes
2020-07-29 11:56:4807/29/20 REVIEWED FOR CODE COMPLIANCE (PLUMBING)
  
 BY REVIEWING THE PLANS / SPECIFICATIONS FOR CODE
 COMPLIANCE DOES NOT RELIEVE THE OWNER, DESIGN
 PROFESSIONAL, CONTRACTORS OR THEIR REPRESENTATIVES FROM
 THE RESPONSIBILITY TO COMPLY WITH ALL LOCAL, STATE AND
 NATIONAL CODES AND STANDARDS IN EFFECT AT THE TIME OF
 PERMIT ISSUANCE. OUR REVIEW IS NOT A CHECK OF EVERY
 ITEM AND DOES NOT PREVENT THIS DEPARTMENT FROM
 REQUIRING CORRECTIONS DURING CONSTRUCTION. ANY CHANGES
 / ALTERATIONS TO APPROVED PLANS SHALL BE APPROVED TO
 AVOID VOIDING OF THE PERMIT.
  
 LUIS A. CRESPO
 PLUMBING INSPECTOR / PLUMBING PLAN REVIEW
 AVAILABLE FROM 6:30 AM TO 7:30 AM / 2:00 PM TO 5:00 PM
 EMAIL: [email protected] CELL: 561-701-6437
  
Review Stop P-IRRIGATE IRRIGATION REVIEW
Rev No 1 Status N Date 2020-07-29 Cont ID  
Sent By lcrespo Date 2020-07-29 Time 11:51 Rev Time 0.00
Received By lcrespo Date 2020-07-29 Time 11:51 Sent To  
Notes
2020-07-29 11:56:03IRRIGATION PLAN REVIEW, A IRRIGATION PLAN HAS NOT BEEN
 INCLUDED IN THIS SUBMITTAL PACKAGE. A IRRIGATION PLAN
 REVIEW HAS NOT BEEN PERFORMED AT THIS TIME. A SEPARATE
 IRRIGATION PERMIT AND PLANS WILL BE REQUIRED FOR A
 CONTRACTOR TO PERFORM THE RELATED WORK. PROVIDE
 COMPLETE PLANS AND IRRIGATION THAT REFLECTS THE ENTIRE
 SCOPE OF IRRIGATION WORK TO BE DONE PER THE WPB
 AMENDMENTS TO FBC SEC. 107.2.1.
  
 PLANS ARE REQUIRED TO BE DESIGNED AND SIGNED AND SEALED
 BY A LICENSED ENGINEER OR ARCHITECT. PLANS FURNISHED BY
 AN INTERIOR DESIGNER ARE NOT ACCEPTABLE. PROVIDE
 CORRECTION. FS 471.003(2)(H); 471.025; FBC 107.2.1,
 107.3.5
Review Stop R ROOF PLAN REVIEW
Rev No 4 Status P Date 2020-10-07 Cont ID  
Sent By jwitmer Date 2020-10-07 Time 13:32 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2020-10-07 13:35:48SAMANTHA HILL HELPED ME UPLOAD THE NEW 53 PAGE NUCOR
 TESTING FILE WITH AISI S-100 TESTING DOCUMENTS.
 JIM WITMER BUILDING PLAN REVIEW.
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status F Date 2020-09-29 Cont ID  
Sent By jwitmer Date 2020-09-29 Time 17:16 Rev Time 0.00
Received By jwitmer Date 2020-09-29 Time 13:02 Sent To  
Notes
2020-09-29 17:16:02SEE BUILDING REVIEW NOTE 4.
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2020-08-31 Cont ID  
Sent By jwitmer Date 2020-08-31 Time 17:27 Rev Time 0.00
Received By jwitmer Date   Time   Sent To  
Notes
2020-08-31 17:24:36ROOF REVIEW: 2ND REVIEW, NO PLANS SHOWING THE SPACING
 OF THE PURLINS IN THE ROOF ZONES 1,2,NOR 3 AND THIS
 REVIEW (2ND) NO ROOFING PRODUCT APPROVAL IDENTIFYING
 THE ROOFING MATERIAL, WIDTH OF PANEL, TYPE, GAUGE METAL
 ALLOWABLE SPANS AND TYPE OF ROOF ANCHORS!!!!!!!!SEE
 BUILDING COMMENTS.
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2020-07-12 Cont ID  
Sent By jwitmer Date 2020-07-12 Time 15:29 Rev Time 0.00
Received By jwitmer Date 2020-07-12 Time 13:45 Sent To  
Notes
2020-07-12 15:30:16SEE BUILDING REVIEW NOTES. JW
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status N Date 2020-09-29 Cont ID  
Sent By jwitmer Date 2020-09-29 Time 18:18 Rev Time 0.00
Received By jwitmer Date 2020-09-29 Time 17:15 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2020-08-28 Cont ID  
Sent By medwards Date 2020-08-28 Time 10:50 Rev Time 0.00
Received By medwards Date 2020-08-28 Time 10:49 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2020-07-23 Cont ID  
Sent By medwards Date 2020-07-23 Time 09:59 Rev Time 0.00
Received By medwards Date 2020-07-23 Time 09:35 Sent To  
Notes
2020-07-23 09:59:17SHEET : CS-COVER SHEET AND 003 SP1 SPECIFICATIONS MUST
 BE DIGITALLY SIGNED AND SEAL BY THE DESIGNER.
2020-07-23 09:38:35DESIGNER MUST DIGITALLY SIGN AND SEAL EACH SHEET
 SUBMITTED.
  
 MICHAEL EDWARDS
 MECHANICAL EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL. 33401
 561-805-6728
 [email protected]
  
Review Stop Z ZONING
Rev No 3 Status P Date 2020-10-16 Cont ID  
Sent By awooten Date 2020-10-16 Time   Rev Time 0.00
Received By awooten Date 2020-10-16 Time   Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status F Date   Cont ID  
Sent By   Date 2020-09-14 Time   Rev Time 0.00
Received By   Date 2020-09-14 Time   Sent To  
Notes
2020-09-14 14:32:12***************************ZONING REVIEW
 FAILED*******************************
  
 THIS PERMIT IS A PART OF AN APPROVED SITE PLAN, WHICH
 INCLUDES AN APPROVED LANDSCAPE PLAN.
  
 THE LANDSCAPE PLANS SUBMITTED WITH THIS PERMIT HAVE TO
 BE SUBMITTED IN A SEPARATE LANDSCAPE PERMIT.
  
 ALANA WOOTEN
 PLANNER
 PLANNING DIVISION
 561-822-1449
 [email protected]
Review Stop Z ZONING
Rev No 1 Status P Date 2020-06-29 Cont ID  
Sent By awooten Date 2020-06-29 Time   Rev Time  
Received By awooten Date 2020-06-29 Time   Sent To  
Notes
2020-06-29 12:06:59ZONING APPROVAL PER ISPR 20-10.
  
 ALANA WOOTEN
 PLANNER
 PLANNING
 561-822-1449
 [email protected]


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