Plan Review Details - Permit 19040656
Plan Review Stops For Permit 19040656
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2019-10-09 Cont ID  
Sent By pvalenti Date 2019-10-09 Time 19:03 Rev Time 0.00
Received By pvalenti Date 2019-10-09 Time 17:30 Sent To  
Notes
2019-10-09 18:51:59PETER E VALENTI
 BUILDING PLANS EXAMINER
 [email protected]
 561?805?6673
  
 FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 FBC R = FBC RESIDENTIAL
 FBC M = FBC MECHANICAL
  
 4TH BUILDING REVIEW.
  
 APPROVED WITH PROVISOS:
  
 7. A REVISION WILL BE REQUIRED FOR FIRE RATING THE
 RADIO PROPOGATION CONDUITS ENCLOSURE IF DETERMINED TO
 BE REQUIRED AFTER TESTING HAS BEEN COMPLETED.
 9. THE FIRE WATER SUPPLY RISER LOCATED IN THE STAIR
 LANDING OF GROUND FLOORPLAN (BLDG.B SOUTH) MUST BE
 REMOVED AND RELOCATED AS PER NOTE ON PAGE 005 SHEET
 A1.1.
 19. ALL PRODUCT APPROVALS FOR: ROOF HATCHES, EIFS
 SYSTEM, ROOF TOP VENTILATORS, SHUTTERS, AND SKY LIGHTS
 NEED TO BE REVIEW STAMPED AND SIGNED BY DESIGNER OF
 RECORD.
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2019-10-07 Cont ID  
Sent By pvalenti Date 2019-10-07 Time 09:11 Rev Time 0.00
Received By pvalenti Date 2019-10-06 Time 12:11 Sent To  
Notes
2019-10-07 09:50:36***CORRECTIONS***
 PETER E VALENTI
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6673
  
 FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 FBC R = FBC RESIDENTIAL
 FBC M = FBC MECHANICAL
  
 3RD BUILDING REVIEW:
  
 1. FAIL, THE SEPERATE PERMIT APPLICATIONS NEED TO BE
 SUBMITTED SEPERATELY.
 2. APPROVED WITH PROVISO, THE ART IN PUBLIC PLACES IS
 TO BE COMPLETED PRIOR TO C.O. AND AS PER DIRECTION BY
 SYBILLE WELTER.
 3. FAIL, THE SUBMITTED SURVEY IS NOT LEGIBLE, PLEASE
 PROVIDE A LEGIBLE SURVEY THAT INCLUDES SETBACKS.
 4. APPROVED.
 5. APPROVED.
 6. APPROVED WITH PROVISO, THE PERMIT APPLICATION IS IN
 PROGRESS.
 7. APPROVED WITH PROVISO, A REVISION WILL BE REQUIRED
 FOR FIRE RATING THE RADIO PROPOGATION CONDUITS
 ENCLOSURE IF DETERMINED TO BE REQUIRED AFTER TESTING
 HAS BEEN COMPLETED.
 8. APPROVED.
 9. THE CIVIL/SPRINKLER PLANS (SHEETS 230-243) STILL
 SHOW THE FIRE WATER SUPPLY RISER IN THE LANDING IN
 FRONT OF DOOR OPENING, WHILE THE EXISTING NOTE ON SHEET
 005 INDICATES THET THE RISER IS TO BE REMOVED AND
 RELOCATED.
 10. APPROVED.
 11. APPROVED.
 12. APPROVED AS PROVISO: VERIFY IN FIELD
 WITHMANUFACTURER'S SPECIFICATIONS.
 13. APPROVED.
 14. APPROVED.
 15. APPROVED.
 16. APPROVED.
 17. APPROVED AS PROVISO: THE E.O.R NEEDS TO
 REVIEW/APPROVE ALL DELEGATED ITEMS INCLUDING ROOFING
 MATERIALS/SYSTEMS.
 18. APPROVED.
 19. FAIL, STILL PENDING THE SUBMITTAL OF PRODUCT
 APPROVALS FOR: ROOF HATCHES, EFIS SYSTEM, ROOF TOP
 VENTILATORS, SHUTTERS, AND SKY LIGHTS.
 20. APPROVED WITH PROVISO, THE PRODUCT APPROVALS HAVE
 TO BE REVIEWED (REVIEW STAMPED AND SIGNED) BY DESIGNER
 OF RECORD PRIOR TO JURISDICTIONAL APPROVAL.
 21. FAIL, THE DEFERRED SUBMITTALS NEED TO BE LISTED ON
 THE CONTRACT DRAWINGS.
 22. APPROVED.
 23. APPROVED.
 24. & 25. NOT REQUIRED.
 26. FAIL, PROVIDE (3) ORIGINAL COMPLETED
 THRESHOLD/SPECIAL INSPECTOR AGREEMENT OF UNDERSTANDING
 FORMS INCLUDING THE SIGNED OWNER AND CONTRACTOR
 AGREEMENT SECTIONS.
 27. NOT REQUIRED ON BUILDING STOP. SEE IMPACT FEE STOP.
 28. FAIL. PROVIDE A TRANSMITTAL /RESPONSE 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.
 THIS WILL HELP TO EXPEDITE YOUR PERMIT. THANK YOU FOR
 YOUR ANTICIPATED COOPERATION.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2019-09-17 Cont ID  
Sent By pvalenti Date 2019-09-17 Time 13:37 Rev Time 0.00
Received By pvalenti Date 2019-09-17 Time 06:45 Sent To  
Notes
2019-09-17 12:58:44***CORRECTIONS***
 PETER E VALENTI
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6673
  
 FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 FBC R = FBC RESIDENTIAL
 FBC M = FBC MECHANICAL
  
 2ND BUILDING REVIEW:
  
 1. PROVIDE SEPERATE PERMITS FOR EACH SEPERATE BUILDING
 AND INCLUDE A COST BREAKDOWN.
  
 2. ART IN PUBLIC PLACES. THE CITY OF WEST PALM BEACH
 ART IN PUBLIC PLACES ORDINANCE REQUIREMENT THAT APPLIES
 TO ANY REMODEL OR NEW CONSTRUCTION PROJECT FOR WHICH
 THE PERMIT APPLICATION WAS SUBMITTED AFTER 6/29/14, AND
 THE TOTAL PROJECT CONSTRUCTION COSTS ARE EQUAL TO OR
 GREATER THAN $750,000 WILL NEED TO COMPLY WITH THIS
 ORDINANCE.
 PER CITY OF WEST PALM BEACH ORDINANCE NO. 4504-14, AND
 CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE V,
 ART IN PUBLIC PLACES, SECTION 78-123(A) AND SECTION
 78-126(A), THE ART ASSESSMENT IS 1% OF THE TOTAL
 PROJECT CONSTRUCTION COST.
 PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE
 V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND
 NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO
 THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE
 PROJECTS.
 SEC. 78-129. PUBLIC ART ASSESSMENT FOR PRIVATE
 DEVELOPMENT.
 (A) APPLICABILITY. THE PROVISIONS OF THIS ARTICLE AND
 THE PUBLIC ART ASSESSMENT SECTION SHALL APPLY TO ALL
 PRIVATE DEVELOPMENT PROJECTS, INCLUDING NEW
 CONSTRUCTION, OR THE RENOVATION OR IMPROVEMENT OF AN
 EXISTING BUILDING, WHERE TOTAL CONSTRUCTION COSTS ARE
 EQUAL TO OR GREATER THAN $750,000.00. ALL BUILDINGS
 WITHIN NEW PLANNED DEVELOPMENTS SHALL BE ASSESSED
 CUMULATIVELY TOWARDS THIS ART IN PUBLIC PLACES
 REQUIREMENT, EVEN IF THE BUILDINGS ARE PERMITTED
 SEPARATELY OR DEVELOPED IN PHASES. THE PROVISIONS OF
 THIS SECTION APPLY TO NEW DEVELOPMENT OR NEW
 CONSTRUCTION WITHIN EXISTING PLANNED DEVELOPMENTS.
 FOR CONTACT INFORMATION PLEASE CONTACT:
 MS. SYBILLE WELTER ART IN PUBLIC PLACES COORDINATOR
 822-1515 E-MAIL: [email protected]
  
 3. PROVIDE A LEGIBLE SURVEY INCLUDING PROPOSED
 ELEVATIONS AND SET-BACKS.
 4. APPROVED.
 5. APPROVED.
  
 6. PROVIDE FIRE SPRINKLER PERMIT FOR BUILDING ABC.
  
 7. APPROVED AS PROVISO: A REVISION WILL BE RQUIRED FOR
 FIRE RATING THE RADIO PROPOGATION CONDUITS ENCLOSURE IF
 DETERMINED AFTER TESTING HAS BEEN COMPLETED.
  
 8. PLEASE INDICATE ON PLANS INCLUDING LIFE SAFETY SHEET
 THE FIRE RATED WALL LOCATIONS. ALSO, PROVIDE FIRE
 RATING FOR RATED DOORS ON DOOR SCHEDULE.
  
 9. SHEET 005?A1.1 THERE IS A NOTE ON THE WEST SIDE OF
 THE BUILDING THAT THE FIRE WATER SUPPLY RISER IS TO BE
 REMOVED AND RELOCATED. A 2ND NOTE INDICATES THE NEW
 FIRE WATER SUPPLY PIPE RISER LOCATION, REFER TO CIVIL
 PLANS. NO CIVIL PLANS WERE SUBMITTED FOR THIS REVIEW.
  
 10. APPROVED.
 11. APPROVED.
 12. APPROVED AS PROVISO: VERIFY IN FIELD WITH
 MANUFACTURERS SPECIFICATIONS.
 13. APPROVED.
 14. APPROVED.
 15. APPROVED.
 16. APPROVED.
 17. APPROVED AS PROVISO: EOR NEEDS TO REVIEW/APPROVE
 ALL DELEGATED ITEMS INCLUDING ROOFING
 MATERIALS/SYSTEMS.
 18. APPROVED.
  
 19. 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: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP
 VENTILATORS
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE?ENGINEERED A/C
 STANDS.
  
 20. W. P. B. 107.3.4.1 PRODUCT APPROVALS. THOSE
 PRODUCTS WHICH ARE REGULATED BY THE DCA RULE 9N?03
 SHALL BE REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL. FL 61G1?23.015 (2) THE
 ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND REVIEWING
 ALL PROJECT DATA, REPORTS, SHOP DRAWINGS ETC..
  
 21. 107.3.4.2 DEFERRED SUBMITTALS. 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.
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
  
 22. IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY ON THE
 PRODUCT APPROVAL BEFORE SUBMITTING TO DESIGNER OF
 RECORD AND BEFORE SUBMISSION TO THE BUILDING
 DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING, PLEASE
 IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF GLAZING,
 MULLION SIZE, LENGTH IF UNREINFORCED OR REINFORCED
 INFORMATION IF REQUIRED, ATTACHMENTS AND ASSOCIATE
 PRESSURES FOR EACH OPENING SIZE. 2017 FBC?B 1405.13.1
 INSTALLATION. WINDOWS AND DOORS SHALL BE INSTALLED IN
 ACCORDANCE WITH APPROVED MANUFACTURER?S INSTRUCTIONS.
 FASTENER SIZE AND SPACING SHALL BE PROVIDED IN SUCH
 INSTRUCTIONS AND SHALL BE CALCULATED BASED ON MAXIMUM
 LOADS AND SPACING USED IN THE TESTS.
  
 23. ROOFING: FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY
 ALL ROOFING SUB?SYSTEMS AND THEIR ASSOCIATED PRESSURES
 FOR ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL
 LIMITATIONS, IF ENHANCED FASTENING IS ALLOWED FOR ROOF
 ZONES 2 & 3. FASTENER DENSITIES SHALL BE INCREASED FOR
 BOTH INSULATION & THE BASE SHEET AS CALCULATED IN
 COMPLIANCE WITH ROOFING APPLICATION STANDARDS RAS 117.
 CALCULATION PREPARED, SIGNED AND
 SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR
 REGISTERED ARCHITECT. 1609.6.4.4.1 COMPONENTS &
 CLADDING.
  
 24. & 25. NOT REQUIRED (DUPLICATE)
  
 26. THE THRESHOLD/RESIDENT INSPECTOR FORM IS NOT
 COMPLETE: PLEASE PROVIDE THREE ORIGINAL COMPLETED
 AGREEMENT OF UNDERSTANDING FORMS. IN ADDITION TO THE
 S.I. AND REPRESENTATIVE SECTIONS, PROVIDE THE COMPLETED
 OWNER AND CONTRACTOR SECTIONS.
  
 27. IMPACT 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] .
 PALM BEACH COUNTY IMPACT FEE OFFICE IS LOCATED AT 2300
 N. JOG RD. ROOM?S 2W01?2W14 WEST PALM BEACH, FL.
  
 28. 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.
  
  
  
  
  
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2019-06-12 Cont ID  
Sent By jwitmer Date 2019-06-12 Time 08:34 Rev Time 0.00
Received By jwitmer Date 2019-06-10 Time 10:06 Sent To  
Notes
2019-06-12 06:48:252017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 19040656
 ADD: 516 MONCEAUX ROAD
 CONT: MANGONE SONS CONSTRUCTION COMPANY
 TEL: 954-520-8554
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION.
  
 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: MONDAY: JUNE 10/2019
 ACTION: DENIED
  
 1A) PLEASE NOTE THE PLANS FOR ALL BUILDINGS ON ONE SET
 OF PRINTS IS OK, BUT A SEPARATE PERMIT WILL BE REQUIRED
 FOR WORK ON EACH BUILDING. PLEASE FILE OUT 4 MORE
 PERMITS FOR THE MAIN BUILDING PERMIT FOR EACH BUILDING.
 IDENTIFY WHICH BUILDING THE PERMIT APPLIED FOR WILL BE
 ASSOCIATED WITH. SEPARATE PERMITS ARE REQUIRED FOR
 RECORD KEEPING OF INSPECTIONS FOR EACH BUILDING AND FOR
 RECORD RETENTION PURPOSES AS WELL FOR CERTIFICATE OF
 OCCUPANCIES.
 107.2.1.3 QUALITY OF BUILDING PLANS. THE BUILDING
 OFFICIAL MAY ESTABLISH THROUGH DEPARTMENTAL POLICY,
 OTHER STANDARDS FOR PLANS AND SPECIFICATIONS, IN ORDER
 TO PROVIDE CONFORMITY TO ITS RECORD RETENTION PROGRAM.
  
 1B) WITH THE 5 SEPARATE BUILDING PERMITS FOR THE 5
 STRUCTURES PLEASE BREAK OUT THE ORIGINAL VALUE
 ($5,400,000.00) FOR THE PROJECT AND ASSIGN THE VALUE OF
 DOLLARS FOR THE SCOPE OF WORK ASSOCIATED WITH EACH
 BUILDING.
 ALL OTHER PERMITS FIRE SPRINKLER, FIRE ALARM, RACK
 STORAGE, EXHAUST HOODS, ANSUL SYSTEMS OR ALTERNATIVE
 AUTOMATIC FIRE-EXTINGUISHING SYSTEMS, WALK IN COOLERS &
 FREEZERS, ALL LOW VOLTAGE PERMITS, GENERATORS & FUEL
 TANKS, GAS PERMIT, POOL, JACUZZI AND ASSOCIATED
 SUB-PERMITS, AWNING, SCREEN ENCLOSURES, CANOPY, FENCE,
 LANDSCAPE, IRRIGATION, AUGER CAST PILE AND OR
 FOUNDATION OR STRUCTURE ONLY PERMIT WILL BE SEPARATE
 REVIEWS AND ASSOCIATED FEES WITH EACH PERMIT.
 PLEASE PROVIDE AN ITEMIZED LIST AND SUBTRACT THESE LINE
 ITEMS AND THEIR VALUE FROM THE OVERALL BUILDING VALUE
 STATED ON THE PERMIT APPLICATION FOR THIS PROJECT. THE
 REMAINING BALANCE WILL BE AFFECTIVELY THE VALUE OF THE
 BUILDING YOU WILL BE PAYING FOR THIS PERMIT. THE
 BUILDING DEPARTMENT DOES NOT WANT TO COLLECT TWICE FOR
 THE VALUE OF THESE SUB-PERMITS NOT COVERED UNDER THE
 PRIME OR MASTER PERMIT.
  
 2) ART IN PUBLIC PLACES. THE CITY OF WEST PALM BEACH
 ART IN PUBLIC PLACES ORDINANCE REQUIREMENT THAT APPLIES
 TO ANY REMODEL OR NEW CONSTRUCTION PROJECT FOR WHICH
 THE PERMIT APPLICATION WAS SUBMITTED AFTER 6/29/14, AND
 THE TOTAL PROJECT CONSTRUCTION COSTS ARE EQUAL TO OR
 GREATER THAN $750,000 WILL NEED TO COMPLY WITH THIS
 ORDINANCE.
 PER CITY OF WEST PALM BEACH ORDINANCE NO. 4504-14, AND
 CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE V,
 ART IN PUBLIC PLACES, SECTION 78-123(A) AND SECTION
 78-126(A), THE ART ASSESSMENT IS 1% OF THE TOTAL
 PROJECT CONSTRUCTION COST.
  
 PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE
 V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND
 NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO
 THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE
 PROJECTS.
 SEC. 78-129. - PUBLIC ART ASSESSMENT FOR PRIVATE
 DEVELOPMENT.
 (A) APPLICABILITY. THE PROVISIONS OF THIS ARTICLE AND
 THE PUBLIC ART ASSESSMENT SECTION SHALL APPLY TO ALL
 PRIVATE DEVELOPMENT PROJECTS, INCLUDING NEW
 CONSTRUCTION, OR THE RENOVATION OR IMPROVEMENT OF AN
 EXISTING BUILDING, WHERE TOTAL CONSTRUCTION COSTS ARE
 EQUAL TO OR GREATER THAN $750,000.00. ALL BUILDINGS
 WITHIN NEW PLANNED DEVELOPMENTS SHALL BE ASSESSED
 CUMULATIVELY TOWARDS THIS ART IN PUBLIC PLACES
 REQUIREMENT, EVEN IF THE BUILDINGS ARE PERMITTED
 SEPARATELY OR DEVELOPED IN PHASES. THE PROVISIONS OF
 THIS SECTION APPLY TO NEW DEVELOPMENT OR NEW
 CONSTRUCTION WITHIN EXISTING PLANNED DEVELOPMENTS.
 FOR CONTACT INFORMATION PLEASE CONTACT:
 MS. SYBILLE WELTER ART IN PUBLIC PLACES COORDINATOR
 822-1515 E-MAIL: [email protected]
  
 3A) THE COVERSHEET DOES NOT PROVIDE A SURVEY AS PART OF
 THE PERMIT PACKAGE GIVING THE EXISTING BUILDINGS
 LOCATION ON THE LOT, CLOSENESS TO THE PROPERTY LINE,
 NOR THE PROPOSED LOCATION FOR BUILDINGS D & E. THE
 COVERSHEET DOES LIST A CIVIL ENGINEER SIMMONS & WHITE
 BUT THERE IS NO CIVIL PLANS SUBMITTED UNDER THIS REVIEW
 EITHER. ADDITIONAL INFORMATION IS REQUIRED.
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS
 107.3.5.1 COMMERCIAL BUILDINGS:
 107.3.5.1.1 BUILDING
 SURVEY/ SET BACK/ SEPARATION/ ASSUMED PROPERTY LINES
 BETWEEN BUILDINGS
 FBC-B TABLE 602 S-1 2 HR. EXTERIOR WALLS
 FBC-B TABLE 705.8 DOOR AND WINDOW UNPROTECTED/
 NON-SPRINKLERED BUILDING
  
  
 3B) THE DESIGNER OF RECORD HAS PROVIDED A BUILDING KEY
 PLAN ON THE COVERSHEET FOR BUILDINGS D & E AND THE
 FLOOR PLANS DE-1.0 BUILDING E AND DE-1.1 FOR BUILDING D
 BUT THERE ARE NO DIMENSIONS BETWEEN BUILDINGS SHOWING
 AN ASSUMED PROPERTY LINE FOR COMPLIANCE WITH TABLE 602
 FIRE RESISTANCE RATINGS FOR EXTERIOR WALLS BASED ON
 FIRE SEPARATION DISTANCE NOR TABLE 705.8 OPENING
 PROTECTIVES BASED ON FIRE SEPARATION DISTANCE OF T THE
 2017 FBC-B.
  
 3C) SHEET 043-S1.0 BUILDING A SHOWS A NEW TOWER FEATURE
 ON THE NORTH SIDE OF THE BUILDING, BUT THERE WAS NO
 SURVEY SHOWING IF THE FOUNDATION AND TOWER ENCROACHES
 BEYOND THE LOT LINE. 2017 FBC-B 3202.1.1.
  
 4) MISSING FROM THIS REVIEW CYCLE IS THE GEOLOGICAL
 REPORT PREPARED BY GFA INTERNATIONAL PROJECT #
 18-0101.00 DATED 12/04/2018 AS STATED IN SHEET 040-S0.0
 GENERAL NOTE 1 UNDER EARTHWORK?
  
 2017 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.
  
 5A) THE PLANS ARE ALSO LACKING ENERGY COMPLIANCE
 REPORTS. SEE THE 2017 FBC-ENERGY SECTION C401.2
 APPLICATION.
 COMMERCIAL BUILDINGS SHALL COMPLY WITH ONE OF THE
 FOLLOWING:
 5.1. THE REQUIREMENTS OF ANSI/ASHRAE/IESNA 90.1,
 EXCLUDING SECTION 9.4.1.1(G) OF THE STANDARD.
 5.2. 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.
 5.3. 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.
  
 5B) 2017 FBC-EXISTING BUILDING CODE 1106.1 ADDITIONS TO
 EXISTING BUILDINGS SHALL COMPLY WITH THE REQUIREMENTS
 OF THE FLORIDA BUILDING CODE, ENERGY CONSERVATION.
  
 6) THE COVERSHEET UNDER THE HEADING BUILDING & CODE
 INFORMATION STATES BUILDINGS A-C ARE FULLY SPRINKLERED
 BUT YET ON BUILDING B A SECOND STORY IS BEING ADDED AND
 ON BUILDING 3 2 STORIES ARE BEING ADDED. NO FIRE
 SPRINKLER PLANS WERE SUBMITTED IN THIS PACKAGE. IN THE
 2017 FBC-EXISTING BUILDING CODE UNDER CHAPTER 11
 ADDITIONS SECTION 1102.3 DEALS WITH FIRE PROTECTION
 SYSTEMS. EXISTING FIRE AREAS INCREASED BY ADDITIONS
 SHALL COMPLY WITH CHAPTER 9 OF THE FBC-B. EXCEPTIONS:
 IF AN EXISTING WAREHOUSE IS EXPANDED, THE ADDITION MUST
 COMPLY WITH THE REQUIREMENTS IN CHAPTER 9 OF THE FBC-B,
 HOWEVER THE EXISTING WAREHOUSE NEED NOT UPDATED TO MEET
 THOSE REQUIREMENTS SO LONG AS IT IS IN COMPLIANCE WITH
 THE FBC-B 2001 EDITION, AND WITH THE REQUIREMENTS
 CONCERNING AUTOMATIC SPRINKLERS IN SECTION 903 OF THE
 FBC-B.
  
 6A) EXISTING BUILDING B THE EXISTING 1ST FLOOR LEVEL
 INDICATES A SQUARE FEET OF FIRE AREA OF 36,700 SQ. FT.
 OVER THE COMBINED AREAS OF ALL GROUP S-1 FIRE AREAS ON
 ALL FLOORS EXCEEDS 24, 000 SQ. FT. SEE 2017 FBC-B
 903.2.9 (3) & (5). REQUIRING FIRE SPRINKLERS.
  
 6B) EXISTING BUILDING C THE EXISTING 1ST FLOOR LEVEL
 INDICATES A SQUARE FEET OF FIRE AREA OF 30,000 SQ. FT.
 WITH THE PROPOSED ADDITIONS THE TOTAL SQ. FT. IS 91,956
 SQ. FT. OVER THE COMBINED AREAS OF ALL GROUP S-1 FIRE
 AREAS ON ALL FLOORS EXCEEDS 24, 000 SQ. FT. SEE 2017
 FBC-B 903.2.9 (3) & (5). REQUIRING FIRE SPRINKLERS.
  
 6C) W. P. B. ADMINISTRATIVE CODE105.3.1.2 (2) FIRE
 SPRINKLER DOCUMENTS FOR ANY NEW BUILDING OR ADDITION
 WHICH INCLUDES A FIRE SPRINKLER SYSTEM WHICH CONTAINS
 50 OR MORE SPRINKLER HEADS. A CONTRACTOR I, CONTRACTOR
 II OR CONTRACTOR IV, CERTIFIED UNDER SECTION 633.521,
 FLORIDA STATUTES, MAY DESIGN A FIRE
 SPRINKLER SYSTEM OF 49 OR FEWER HEADS AND MAY DESIGN
 THE ALTERATION OF AN EXISTING FIRE SPRINKLER SYSTEM IF
 THE ALTERATION CONSISTS OF THE RELOCATION, ADDITION OR
 DELETION OF NOT MORE THAN 49 HEADS, NOTWITHSTANDING THE
 SIZE OF THE EXISTING FIRE SPRINKLER SYSTEM.
  
 FIRE SPRINKLERS 61G15-32.004 DESIGN OF WATER BASED FIRE
 PROTECTION SYSTEMS.
 (1) WATER BASED FIRE PROTECTION SYSTEMS INCLUDE, BUT
 ARE NOT LIMITED TO, AUTOMATIC SPRINKLER SYSTEMS OF WET,
 DRY, FINE WATER SPRAY (MIST), MANUAL, AND DELUGE VALVE
 CONTROLLED TYPES, PUMPING SYSTEMS, STANDPIPES, FIRE
 WATER MAINS AND DEDICATED FIRE PROTECTION WATER
 SOURCES.
  
 (2) TO ENSURE MINIMUM DESIGN QUALITY IN FIRE PROTECTION
 SYSTEM ENGINEERING DOCUMENTS, SAID DOCUMENTS SHALL
 INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION WHEN
 APPLICABLE: (A-M).
  
 6D) PLEASE PROVIDE HYDRAULIC CALCULATIONS SHOWING THE
 EXISTING MAIN CAN TAKE THE ADDITIONAL LOAD OF THE
 VERTICAL ADDITIONS TO THE EXISTING FIRE SPRINKLER
 SYSTEM, 2017 FBC-B 903.3.8.5.
  
 7) SHEET A-10 HAS A NOTE THAT ALL VERTICAL CONDUIT
 RISERS FOR POSSIBLE RADIO PROPAGATION SIGNAL
 AMPLIFICATION SHALL BE WITHIN A 2 HOUR FIRE RATED
 PARTITION ENCLOSURE IN ACCORDANCE WITH UL # U419
 ASSEMBLY. PLEASE PROVIDE WHERE THIS 2 HOUR FIRE BARRIER
 IS TO BE BUILT. 2017 FLORIDA BUILDING CODE W 2014 WEST
 PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPTER 1, ADMINISTRATION 107.2.1 INFORMATION ON
 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS SHALL BE
 OF SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE
 AND EXTENT OF THE WORK PROPOSED.
  
 8) THE LIFE SAFETY SHEET 003-A-0.1 DESIGNATES BLDGS. A,
 B, & C. THE COVERSHEET UNDER THE HEADING OF AREA
 CALCULATIONS LIST EACH BUILDING AND FIRE AREA PER FLOOR
 PER BUILDING. IT WOULD APPEAR THE FIRE WALLS THAT
 SEPARATE EACH OF THE BUILDINGS FOR ANOTHER WOULD APPEAR
 ON THE LIFE SAFETY PLAN. PLEASE PROVIDE WHERE THE FIRE
 WALL LOCATIONS OCCUR AND THE RATING OF THE FIRE WALL IN
 ACCORDANCE TO TABLE 706.4 OF THE 2017 FBC-
 B. THIS SAME FIRE RATING OF THE FIRE WALLS SHOULD ALSO
 OCCUR ON ALL FLOOR PLANS FOR BUILDING A, B & C.
  
 8A) SHEET 004-A-1.0 DOES NOT SHOW THE FIRE WALLS DOOR #
 13 IS WITHIN THE FIRE WALL BUT THE DOOR SCHEDULE ON
 SHEET A1.10 DOES NOT SHOW A FIRE RATING AS REQUIRED BY
 TABLE 716.5 OF THE 2017 FBC-B. THE SAME HOLDS TRUE FOR
 DOOR 13.
  
 8B) SHEET 004-A-1.0 SHOWS A RAMP 1/12 AT THE BOTTOM OF
 THE PAGE THERE IS A HASHED LINE FOR AN ENLARGED DETAIL
 AND A STATEMENT SEE SHEET A-XXX FOR ENLARGED VIEW AND
 ADDITIONAL INFORMATION. PLEASE PROVIDE DETAIL FOR
 ACCESSIBLE RAMP, HANDRAILS AND RECEPTION COUNTER HEIGHT
 FOR ACCESSIBLE ELEMENTS. 2017 FBC-ACCESS. CODE RAMPS
 405, AND 904SALES AND SERVICE COUNTERS.
  
 8C) THERE IS A SECOND NOTE IN THE SAME DETAIL TO REFER
 TO SITE PLAN BY OTHERS FOR ALL EXTERIOR SITE WORK. NOTE
 THERE IS NO SITE PLAN OR CIVIL PLANS IN THE SUBMITTED
 SET OF PLANS. ACCESSIBILITY FROM THE SITE ARRIVAL POINT
 CANNOT BE CHECKED ACCESS. CODE 206.2.1, TO ACCESSIBLE
 PARKING (ACCESS. CODE 208.2, 502.2 VEHICLE SPACES),
 ACCESS AISLE (ACCESS. CODE 502.3) TO ENTRY POINT OF THE
 BUILDING CANNOT BE VERIFIED.
  
 8D) THE PLANS DO NOT INDICATE THE TOTAL AMOUNT OF
 STORAGE UNITS ARE AVAILABLE, HOW MANY UNITS OF EACH
 SIZE, AND IF AIR CONDITIONED OR NOT. PLEASE PROVIDE A
 MATRIX SHOWING COMPLIANCE WITH THE 2017
 FBC-ACCESSIBILITY CODE SECTIONS:
  
 8D)(1) 225.3 SELF-SERVICE STORAGE FACILITIES.
 SELF-SERVICE STORAGE FACILITIES SHALL PROVIDE
 INDIVIDUAL SELF- SERVICE STORAGE SPACES COMPLYING WITH
 THESE REQUIREMENTS IN ACCORDANCE WITH TABLE 225.3.
 ADVISORY 225.3 SELF-SERVICE STORAGE FACILITIES.
 ALTHOUGH THERE ARE NO TECHNICAL REQUIREMENTS THAT ARE
 UNIQUE TO SELF-SERVICE STORAGE FACILITIES, ELEMENTS AND
 SPACES PROVIDED IN FACILITIES CONTAINING SELF-SERVICE
 STORAGE SPACES REQUIRED TO COMPLY WITH THESE
 REQUIREMENTS MUST COMPLY WITH THIS CODE WHERE
 APPLICABLE. FOR EXAMPLE: THE NUMBER OF STORAGE SPACES
 REQUIRED TO COMPLY WITH THESE REQUIREMENTS MUST PROVIDE
 ACCESSIBLE ROUTES COMPLYING WITH SECTION 206;
 ACCESSIBLE MEANS OF EGRESS COMPLYING WITH SECTION 207;
 PARKING SPACES COMPLYING WITH SECTION 208; AND, WHERE
 PROVIDED, OTHER PUBLIC USE OR COMMON USE ELEMENTS AND
 FACILITIES SUCH AS TOILET ROOMS, DRINKING FOUNTAINS,
 AND TELEPHONES MUST COMPLY WITH THE APPLICABLE
 REQUIREMENTS OF THIS CODE.
  
 8D)(2) 225.3.1 DISPERSION. INDIVIDUAL SELF-SERVICE
 STORAGE SPACES SHALL BE DISPERSED THROUGHOUT THE
 VARIOUS CLASSES OF SPACES PROVIDED. WHERE MORE CLASSES
 OF SPACES ARE PROVIDED THAN THE NUMBER REQUIRED TO BE
 ACCESSIBLE, THE NUMBER OF SPACES SHALL NOT BE REQUIRED
 TO EXCEED THAT REQUIRED BY TABLE 225.3. SELF-SERVICE
 STORAGE SPACES COMPLYING WITH TABLE 225.3 SHALL NOT BE
 REQUIRED TO BE DISPERSED AMONG BUILDINGS IN A
 MULTI-BUILDING FACILITY.
  
 8E) SHEET 004-A-1.0 & 005-A1.1 NEW ENTRY FOR BUILDING B
 SHOWS DOOR # 10 IN THE NEW STAIR TOWER. SHEET A-1.10
 THE DOOR SCHEDULE INDICATES DOOR # 10 AS A C LABEL FIRE
 DOOR. PLEASE NOTE IN THE 2017 FBC-B TABLE 716.5 LIST
 THE RATINGS OF FIRE RATING OF DOORS IN HOURS OR
 PORTIONS OF HOURS. PLEASE CORRECT.
  
 9) SHEET 005-A1.1 THERE IS A NOTE ON THE WEST SIDE OF
 THE BUILDING THAT THE FIRE WATER SUPPLY RISER IS TO BE
 REMOVED AND RELOCATED. A 2ND NOTE INDICATES THE NEW
 FIRE WATER SUPPLY PIPE RISER LOCATION, REFER TO CIVIL
 PLANS. NO CIVIL PLANS WERE SUBMITTED FOR THIS REVIEW.
 107.2.1.2. ADDITIONAL INFORMATION IS REQUIRED.
  
 9A) PLEASE NOTE SHEET 005-A1.1 IS THE SOUTH END OF
 BUILDING B, AND AT GRID LINE 21 THIS IS THE COMMON
 PARTY WALL BETWEEN BUILDING B & BUILDING C. ON BOTH THE
 1ST AND 2ND FLOOR THERE IS AN OPENING BETWEEN THE 2
 BUILDINGS IN THE 3 HOUR FIRE WALL. THE PLANS DO NOT
 SHOW EITHER A FIRE DOOR OR FIRE SHUTTER. SHOW
 COMPLIANCE WITH 2017 FBC-B TABLE 716.5. PLEASE ALSO
 NOTE ON SHEET 003-A-0.1 THE 1ST FLOOR OF THE LIFE
 SAFETY PLAN AT THIS SAME LOCATION IT SHOWS THIS AREA AS
 AN EXIT? IF THIS IS TO BE AN EXIT WHICH SIDE OF THE
 FIRE DOOR IS THE EXIT TO BE LOCATED? WILL THIS DOOR BE
 A 3 HOUR FIRE DOOR OR 2 FIRE DOORS WITH BOTH HAVING AN
 1 ? HOUR FIRE RATING, SEE TABLE 716.5 FOOTNOTE A.
  
 9B) PLEASE ALSO CONSIDER THE OPENING (FIRE DOOR)
 BETWEEN BUILDING B & C ALSO NEEDS TO HAVE 18 INCHES ON
 THE LATCH SIDE OF THE DOOR FOR MANEUVERING CLEARANCES.
 2017 ACCESS. CODE 404.2.4 MANEUVERING CLEARANCES.
 DOORS. MINIMUM MANEUVERING CLEARANCES AT DOORS AND
 GATES SHALL COMPLY WITH 2017 ACCESS. CODE 404.2.4.
 MANEUVERING CLEARANCES SHALL EXTEND THE FULL WIDTH OF
 THE DOORWAY AND THE REQUIRED LATCH SIDE FOR SIDE
 CLEARANCE.
  
 9C) ON BOTH THE ARCHITECTURAL SHEET 005-A-1.1 AND THE
 STRUCTURAL SHEET 046-S1.3 THERE IS A NOTE # 6
 PRE-ENGINEERED WALLS (BEARING) ON DECK TO BE DESIGNED
 BY A LICENSED FLORIDA PROFESSIONAL ENGINEER.
 CALCULATIONS AND SHOP DRAWINGS TO BE SIGNED AND SEALED
 AND SUBMITTED TO THE ARCHITECT FOR REVIEW. PLEASE BE
 AWARE OF THE RESPONSIBILITIES OF THE STRUCTURAL
 ENGINEER OF RECORD THAT MUST ALSO APPLY THEIR SHOP
 DRAWING STAMP OF APPROVAL ON ALL CALCULATIONS AND SHOP
 DRAWINGS.
 61G15-31.001 GENERAL RESPONSIBILITY. THE ENGINEER OF
 RECORD IS RESPONSIBLE FOR ALL STRUCTURAL ASPECTS OF THE
 DESIGN OF THE STRUCTURE INCLUDING THE DESIGN OF ALL OF
 THE STRUCTURE?S SYSTEMS AND COMPONENTS. AS NOTED HEREIN
 THE ENGINEER OF RECORD MAY DELEGATE RESPONSIBILITY FOR
 THE DESIGN OF A SYSTEM OR COMPONENT PART OF THE
 STRUCTURE TO A DELEGATED ENGINEER. IN EITHER CASE THE
 STRUCTURAL ENGINEERING DOCUMENTS SHALL ADDRESS, AS A
 MINIMUM, THE ITEMS NOTED IN THE FOLLOWING SUBSECTIONS
 COVERING SPECIFIC STRUCTURAL SYSTEMS OR COMPONENTS. THE
 ENGINEER OF RECORD?S STRUCTURAL ENGINEERING DOCUMENTS
 SHALL IDENTIFY DELEGATED SYSTEMS AND COMPONENTS. BOTH
 THE ENGINEER OF RECORD FOR THE STRUCTURE AND THE
 DELEGATED ENGINEER, IF UTILIZED, SHALL COMPLY WITH THE
 REQUIREMENTS OF THE GENERAL RESPONSIBILITY RULES,
 CHAPTER 61G15-30, F.A.C., AND WITH THE REQUIREMENTS OF
 THE MORE SPECIFIC STRUCTURAL RESPONSIBILITY RULES
 CONTAINED HEREIN. THE ENGINEER OF RECORD FOR THE
 STRUCTURAL SYSTEM(S) SHALL PROVIDE DESIGN REQUIREMENTS
 IN WRITING TO THE DELEGATED ENGINEER IF ONE IS USED AND
 SHALL REVIEW THE DESIGN DOCUMENTS OF THE DELEGATED
 ENGINEER FOR CONFORMANCE WITH HIS WRITTEN INSTRUCTIONS
 IN ACCORDANCE WITH RULE 61G15-30.005, F.A.C. WHEN
 INFORMATION COLLECTED FROM THE ENGINEER OR THE
 ENGINEER?S AUTHORIZED REPRESENTATIVE FROM A SITE VISIT
 IS PART OF THE ENGINEER?S DELIVERATIVE PROCESS, THE
 ENGINEER IS RESPONSIBLE FOR THE ACCURACY OF SUCH
 INFORMATION.
  
 10A) SHEET 003-A-0.1 LIFE SAFETY, A-1.0, A-1.1 & A-
 1.2. WITHOUT THE BENEFIT OF SEEING THE SOILS
 ENGINEERING REPORT, PLEASE RESPONSE ABOUT THE CLOSENESS
 OF THE ELEVATOR PITS AND THE RECESSED TRUCK WELL WITH
 THE FOUNDATION OF THE EXISTING BUILDING. PLEASE SHOW
 COMPLIANCE WITH THE 2017 FBC-B SECTION 1804.1.
 EXCAVATIONS NEAR FOUNDATIONS.
  
 10B) SHEET 006-A-1.2 SECTION A SHOWS THE RECESSED TRUCK
 WELL AND A NOTE THAT TRUCK WELL VARIES IN DEPTH FROM
 0-48 INCHES IN DEPTH. THE PLAN ALSO SHOWS A GUARDRAIL
 AT 42 INCHES HIGH WITH INTERMEDIATE HORIZONTAL RAILINGS
 AT 12 INCHES ON CENTER. SINCE THIS IS A SELF STORAGE
 FACILITY THE GENERAL PUBLIC WOULD BE ABLE TO USE THE
 RECESSED TRUCK WELL, SHOW COMPLIANCE WITH FBC-B 1015.4
 OPENING LIMITATIONS WHERE GUARDS SHALL NOT ALLOW THE
 PASSAGE OF A 4 INCH SPHERE.
  
 10C) SHEET 006-A-1.2 SECTION THROUGH THE STAIRWELL
 1/A-3.5 THIS DETAIL INDICATES THEY WILL BE A
 PREFABRICATED METAL STAIR. WHAT THE PLAN DOES NOT TELL
 US IS IF THE RISERS ARE SOLID. SINCE THIS IS A
 SELF-STORAGE FACILITY THE PUBLIC WILL BE USING THE
 STAIRS. PLEASE PROVIDE COMPLIANCE WITH FBC-B 1011.5.5.3
 SOLID RISERS.
  
 10D) SHEET 006-A-1.2 SECTION THROUGH THE STAIRWELL
 1/A-3.5 THIS DETAIL INDICATES THEY WILL BE A
 PREFABRICATED METAL STAIR. PLEASE SHOW HOW COMPLIANCE
 WITH VERTICAL CLEARANCE OF THE FBC-ACCESS. CODE SECTION
 307.4 AND FIGURE 307.4 WILL BE MAINTAINED.
  
 11) SHEET 007-A-1.3 THE NEW LOADING DOCK ROOF IS SHOWN
 AS A LOW SLOPED ROOF, SHEET 018-A-3.2 SHOWS A PARAPET
 WALL SURROUNDING A HIPPED ROOF ON 3 SIDES. SHEET A-1.3
 INDICATES THE USE OF 2 ROOF DRAINS THE SIZE NOT GIVEN
 AND 2 / 4 INCH OVER FLOW ROOF DRAINS. THE ROOF DRAINAGE
 IS TO BE SIZED TO THE 100 YEAR, 1 HOUR RAINFALL FOR THE
 AREA OF THE BUILDING BEING BUILT LOCATION. FBC-B 1503.4
 ROOF DRAINAGE. UNLESS ROOFS ARE SLOPED TO DRAIN OVER
 ROOF EDGES, DESIGN AND INSTALLATION OF ROOF DRAINAGE
 SYSTEMS SHALL COMPLY WITH SECTION 1503 AND THE FLORIDA
 BUILDING CODE, PLUMBING, CHAPTER 11.
  
 12) SHEET 018-A3.2 SECTION 1 INDICATES ROOF TOP
 MECHANICAL EQUIPMENT BEING SET AT 2 FEET TO THE BOTTOM
 OF THE A/C UNIT ABOVE THE FLAT ROOF. THERE IS A
 HORIZONTAL STEEL FRAMING MEMBER BELOW THE EQUIPMENT,
 THAT CLEAR SPACE IS NOT GIVEN. PLEASE REVIEW IN THE
 2017 FBC-B SECTION 1510.10 AND TABLE 1510.10 FOR THE
 MINIMUM VERTICAL CLEARANCES REQUIRED DEPENDING ON THE
 WIDTH OF THE UNIT.
  
 13) PLEASE REVIEW SHEET 033-DE-3.1 BOTH WALL SECTIONS
 SHOW THE TOP OF THE FOOTING A MINIMUM OF 8 INCHES BELOW
 GRADE. PLEASE REVIEW SECTION 1809.4 THE MINIMUM DEPTH
 OF FOOTINGS. 2017 FBC-B THE MINIMUM DEPTH OF FOOTINGS
 BELOW THE UNDISTURBED GROUND SURFACE SHALL BE 12
 INCHES.
  
 14) SHEET 028-DE-1.1 INDICATES THE INTERIOR FIRE WALLS
 SHALL BE TIGHT TO AND FOLLOW THE RAKE OF THE ROOF
 PANELS. ON THE SAME SHEET DETAIL A/ DE-32 IS GIVEN. IN
 THIS DETAIL THE NOTE STATES PRE-ENGINEERED STEEL WALL
 AND ROOF DESIGN, BUT IN EITHER CASE IS THERE A WALL
 IDENTIFICATION TAG, IDENTIFYING THE REQUIRED 3 HOUR
 FIRE WALL REQUIRED UNDER THE 2017 FBC-B SECTION
 707.3.10 AND TABLE 707.3.10.
  
 15A) SHEET 029-DE-1.2 THE SOUTH PROPERTY LINE WALL
 SHOWS A CUT SECTION 2/ DE3.2. THIS DETAIL DOES NOT
 PROVIDE IF THERE IS ANY WALL RATINGS REQUIRED, BECAUSE
 THE CLOSENESS TO THE PROPERTY LINE. THE 2017 FBC-B
 TABLE 602 REQUIRES A 2 HOUR FIRE RATED WALL IF LESS
 THAN 5.0 FEET FROM THE PROPERTY LINE. SHEET 027-DE-1.0
 DOES HAVE A NOTE THAT ALL PROPERTY LINE MASONRY WALLS
 SHALL HAVE A 2 HOUR RATING PER UL U905. THE BLOCK
 MANUFACTURER WILL NEED TO SUPPLY A LETTER AS TO WHICH
 BLOCK THEY MAKE WILL HAVE AN EQUIVALENT THICKNESS, TYPE
 OF AGGREGATE FOR A 2 HOUR FIRE RATED BLOCK. SEE FBC-B
 TABLE 722.3.2.
  
 15B) THIS SAME SHEET THERE IS ANOTHER CUT SECTION
 THROUGH THE SOUTH PROPERTY LINE WALL, SECTION 2/DE-3.3.
 THIS DETAIL DOES NOT PROVIDE IF THERE IS ANY WALL
 RATINGS REQUIRED, BECAUSE THE CLOSENESS TO THE PROPERTY
 LINE. THE 2017 FBC-B TABLE 602 REQUIRES A 2 HOUR FIRE
 RATED WALL IF LESS THAN 5.0 FEET FROM THE PROPERTY
 LINE. THIS DETAIL DOES NOT PROVIDE IF THERE IS ANY WALL
 RATINGS REQUIRED, BECAUSE THE CLOSENESS TO THE PROPERTY
 LINE. THE 2017 FBC-B TABLE 602 REQUIRES A 2 HOUR FIRE
 RATED WALL IF LESS THAN 5.0 FEET FROM THE PROPERTY
 LINE.
  
 16) SHEET 034-DE-3.2 WALL SECTION 4 SHOWS FOR ALL OF
 THE DOORS IN BUILDINGS D & E TO BE ROLL- UP TYPE DOORS.
 THE ROLL UP DOOR IS THE ONLY MEANS OF EGRESS OUT OF ANY
 STORAGE UNIT. IN THE 2017 FBC-B THE CODE GIVES AN
 EXCEPTION TO THE REQUIRED EGRESS DOORS BEING REQUIRED
 TO BE A SIDE-SWING OR PIVOTING DOOR. EXCEPTION 1 ALLOWS
 FOR OFFICE AREAS, FACTORY AND STORAGE AREAS WITH AN
 OCCUPANT LOAD OF 10 OR LESS. 2017 FBC-B TABLE 1004.1.2
 FOR WAREHOUSES THE OCCUPANT LOAD FACTOR IS TAKEN AT 500
 GROSS. WHERE A UNIT HAS 20X8= 160 SQ. FT. OR AN
 OCCUPANT LOAD OF 1. THE FIRE PREVENTION CODE MAY HAVE A
 MORE STRINGENT CODE. WHEN THERE IS A DIFFERENCE BETWEEN
 THE 2 CODES THE MOST STRINGENT CODE PREVAILS.
  
 17) SHEETS DE1.1 & DE 1.2 BOTH SHOW A ROOFING SYSTEM
 LAYOUT. SHEET 034-DE-3.2 ALL DETAILS SHOW A
 PRE-ENGINEERED STANDING SEAM METAL ROOD SYSTEM. WHAT IS
 A UNKNOWN IS IF THIS ROOF SYSTEM HAS FOAM INSULATION
 INNER CORE, PLANS REALLY NEED ADDITIONAL INFORMATION IN
 THIS AREA. THERE IS ALSO A NOTE THAT THERE WILL ALSO BE
 PRE-ENGINEERED PURLINS AT 5 FEET ON CENTER. THE DETAILS
 ALSO INDICATE GALVALUME STEEL PARTITION PANELS, SEE
 PRE-ENGINEERED DRAWINGS AND PRE-ENGINEERED CEE CHANNEL
 COLUMNS SEE PRE-ENGINEERED DRAWINGS. PLANS BY OTHERS
 FOR ALL DETAILS FOR INTERIOR WALLS AND ROOF FRAMING FOR
 ALL SINGLE STORY BUILDINGS.
 BUILDINGS D & E ARE DESIGNED AS CONSTRUCTION TYPE II-B.
 PLEASE NOTE IF THE ROOFING STANDING SEAM DOES HAVE AN
 INNER FOAM CORE, THAT FOAM CORE WOULD HAVE TO COMPLY
 WITH THE TYPE OF CONSTRUCTION FOR A TYPE II-B
 STRUCTURE.
 2017 FBC-B 602.2 TYPES I AND II. TYPES I AND II
 CONSTRUCTION ARE THOSE TYPES OF CONSTRUCTION IN WHICH
 THE BUILDING ELEMENTS LISTED IN TABLE 601 ARE OF
 NONCOMBUSTIBLE MATERIALS, EXCEPT AS PERMITTED IN
 SECTION 603 AND ELSEWHERE IN THIS CODE.
 DELEGATE ENGINEERING. 61G15-31.001 GENERAL
 RESPONSIBILITY. THE ENGINEER OF RECORD IS RESPONSIBLE
 FOR ALL STRUCTURAL ASPECTS OF THE DESIGN OF THE
 STRUCTURE INCLUDING THE DESIGN OF ALL OF THE
 STRUCTURE?S SYSTEMS AND COMPONENTS. AS NOTED HEREIN THE
 ENGINEER OF RECORD MAY DELEGATE RESPONSIBILITY FOR THE
 DESIGN OF A SYSTEM OR COMPONENT PART OF THE STRUCTURE
 TO A DELEGATED ENGINEER. IN EITHER CASE THE STRUCTURAL
 ENGINEERING DOCUMENTS SHALL ADDRESS, AS A MINIMUM, THE
 ITEMS NOTED IN THE FOLLOWING SUBSECTIONS COVERING
 SPECIFIC STRUCTURAL SYSTEMS OR COMPONENTS. THE ENGINEER
 OF RECORD?S STRUCTURAL ENGINEERING DOCUMENTS SHALL
 IDENTIFY DELEGATED SYSTEMS AND COMPONENTS. BOTH THE
 ENGINEER OF RECORD FOR THE STRUCTURE AND THE DELEGATED
 ENGINEER, IF UTILIZED, SHALL COMPLY WITH THE
 REQUIREMENTS OF THE GENERAL RESPONSIBILITY RULES,
 CHAPTER 61G15-30, F.A.C., AND WITH THE REQUIREMENTS OF
 THE MORE SPECIFIC STRUCTURAL RESPONSIBILITY RULES
 CONTAINED HEREIN. THE ENGINEER OF RECORD FOR THE
 STRUCTURAL SYSTEM(S) SHALL PROVIDE DESIGN REQUIREMENTS
 IN WRITING TO THE DELEGATED ENGINEER IF ONE IS USED AND
 SHALL REVIEW THE DESIGN DOCUMENTS OF THE DELEGATED
 ENGINEER FOR CONFORMANCE WITH HIS WRITTEN INSTRUCTIONS
 IN ACCORDANCE WITH RULE 61G15-30.005, F.A.C. WHEN
 INFORMATION COLLECTED FROM THE ENGINEER OR THE
 ENGINEER?S AUTHORIZED REPRESENTATIVE FROM A SITE VISIT
 IS PART OF THE ENGINEER?S DELIVERATIVE PROCESS, THE
 ENGINEER IS RESPONSIBLE FOR THE ACCURACY OF SUCH
 INFORMATION.
  
 18) SHEET 030-DE-2.0 SHOWS THE TYPICAL END ELEVATION
 AND WHAT APPEARS TO BE THE INTERIOR WALL ZONE A) AND
 END ZONE (B). NO MENTION OF THE PRESSURES (+/-). SHEET
 040-S0.0 THE WIND DESIGN CRITERIA IS PROVIDED.
 THE SHEET 040-S-0.0 GAVE THE WIND DESIGN CRITERIA BUT
 NOT THE PRESSURES FOR ROOF ZONES 1, 2, AND 3 NOR THE
 WALL ZONES 4 AND 5. NOT FOR THE 3 STORY BUILDING NOR
 FOR THE SINGLE STORY BUILDING. 5. DESIGN WIND PRESSURES
 TO BE USED FOR EXTERIOR COMPONENTS AND CLADDING
 MATERIALS. TABLE 1609.7(2) ADJUSTMENT FACTORS FOR
 HEIGHT & EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE
 BUILDING. PLEASE PROVIDE THE PRESSURES IN VASD SINCE
 THE PRODUCT APPROVALS ARE ALSO IN VASD. PLEASE PROVIDE
 THE POSITIVE AND NEGATIVE PRESSURES IN 10 SQ. FT. 20
 SQ. FT., 50 SQ. FT., 100 SQ. FT. EFFECTIVE WIND AREA.
  
 19) 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: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP
 VENTILATORS
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
 20) W. P. B. 107.3.4.1 PRODUCT APPROVALS. THOSE
 PRODUCTS WHICH ARE REGULATED BY THE DCA RULE 9N-03
 SHALL BE REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL. FL 61G1-23.015 (2) THE
 ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND REVIEWING
 ALL PROJECT DATA, REPORTS, SHOP DRAWINGS ETC..
  
 21) 107.3.4.2 DEFERRED SUBMITTALS. 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.
  
 DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD
 THEM TO THE BUILDING OFFICIAL WITH A NOTATION
 INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE
 BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO
 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL
 ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
 OFFICIAL.
  
 22) IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY ON THE
 PRODUCT APPROVAL BEFORE SUBMITTING TO DESIGNER OF
 RECORD AND BEFORE SUBMISSION TO THE BUILDING
 DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING, PLEASE
 IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF GLAZING,
 MULLION SIZE, LENGTH IF UNREINFORCED OR REINFORCED
 INFORMATION IF REQUIRED, ATTACHMENTS AND ASSOCIATE
 PRESSURES FOR EACH OPENING SIZE. 2017 FBC-B 1405.13.1
 INSTALLATION. WINDOWS AND DOORS SHALL BE INSTALLED IN
 ACCORDANCE WITH APPROVED MANUFACTURER?S INSTRUCTIONS.
 FASTENER SIZE AND SPACING SHALL BE PROVIDED IN SUCH
 INSTRUCTIONS AND SHALL BE CALCULATED BASED ON MAXIMUM
 LOADS AND SPACING USED IN THE TESTS.
  
 23) ROOFING: FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY
 ALL ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES
 FOR ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL
 LIMITATIONS, IF ENHANCED FASTENING IS ALLOWED FOR ROOF
 ZONES 2 & 3. FASTENER DENSITIES SHALL BE INCREASED FOR
 BOTH INSULATION & THE BASE SHEET AS CALCULATED IN
 COMPLIANCE WITH ROOFING APPLICATION STANDARDS RAS 117.
 CALCULATION PREPARED, SIGNED AND
 SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR
 REGISTERED ARCHITECT. 1609.6.4.4.1 COMPONENTS &
 CLADDING.
  
 24) ROOFING: FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY
 ALL ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES
 FOR ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL
 LIMITATIONS, IF ENHANCED FASTENING IS ALLOWED FOR ROOF
 ZONES 2 & 3. FASTENER DENSITIES SHALL BE INCREASED FOR
 BOTH INSULATION & THE BASE SHEET AS CALCULATED IN
 COMPLIANCE WITH ROOFING APPLICATION STANDARDS RAS 117.
 CALCULATION PREPARED, SIGNED AND
 SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR
 REGISTERED ARCHITECT. 1609.6.4.4.1 COMPONENTS &
 CLADDING.
  
 25) ROOFING: FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY
 ALL ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES
 FOR ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL
 LIMITATIONS, IF ENHANCED FASTENING IS ALLOWED FOR ROOF
 ZONES 2 & 3. FASTENER DENSITIES SHALL BE INCREASED FOR
 BOTH INSULATION & THE BASE SHEET AS CALCULATED IN
 COMPLIANCE WITH ROOFING APPLICATION STANDARDS RAS 117.
 CALCULATION PREPARED, SIGNED AND
 SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR
 REGISTERED ARCHITECT. 1609.6.4.4.1 COMPONENTS &
 CLADDING.
  
 26) RESIDENT INSPECTOR. 2017 WEST PALM BEACH AMENDMENTS
 TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION, 110.3.9 OTHER INSPECTIONS SERVICES. THE
 BUILDING OFFICIAL MAY MAKE, OR CAUSE TO BE MADE BY
 OTHERS, THE INSPECTIONS REQUIRED BY SECTION 109. HE/SHE
 MAY ACCEPT REPORTS OF INSPECTORS OF RECOGNIZED
 INSPECTION SERVICES, PROVIDED THAT AFTER INVESTIGATION
 HE/SHE IS SATISFIED AS TO THEIR QUALIFICATIONS AND
 RELIABILITY. A CERTIFICATE CALLED FOR BY ANY PROVISION
 OF THE TECHNICAL CODES SHALL NOT BE BASED ON SUCH
 REPORTS UNLESS THE SAME ARE IN WRITING AND CERTIFIED BY
 A RESPONSIBLE OFFICER OF SUCH SERVICE. THE BUILDING
 OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY AN INSPECTION
 SERVICE IN THE FOLLOWING INSTANCES:
  
 1. FOR BUILDINGS OR ADDITIONS OF TYPE I OR II
 CONSTRUCTION
 2. FOR ALL MAJOR STRUCTURAL ALTERATIONS
 3. WHERE THE CONCRETE DESIGN IS BASED ON COMPRESSIVE
 STRENGTH (F ?C) IN EXCESS OF 3000
 POUNDS PER SQUARE INCH
 4. FOR PILE DRIVING
 5. FOR BUILDINGS WITH AREA GREATER THAN 20,000 SQUARE
 FOOT
 6. FOR BUILDINGS MORE THAN 2 STORIES IN HEIGHT
 7. FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR
 METHODS OF CONSTRUCTION
  
 RESIDENT INSPECTOR FORMS MUST BE SIGNED BY ALL PARTIES
 NOTARIZED AND RETURNED TO THE BUILDING DEPARTMENT.
 FORMS E-MAILED TO: [email protected] 7:19 AM
  
 FOR THE RESIDENT INSPECTOR PLEASE PROVIDE A RESUME' OF
 INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE RESUME'
 MUST BE ACCOMPANIED BY ALL CERTIFICATES AS SPECIFIED
 HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE WILL
 REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED, AN
 INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES
 WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST
 MEETING THE ABOVE CRITERIA.
 CONTACT: KEN CONRAD
 TEL: 561-805-6666
 E-MAIL: [email protected]
  
 THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR HISTORY
 FOR THIS TYPE OF CONSTRUCTION. THIS MAY BE SUBMITTED TO
 KEN CONRAD BY E-MAIL. KEN CONRAD: [email protected]
  
 NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE REQUIRED.
 FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE, THE PERMIT
 LIBRARIAN WILL E-MAIL YOU, THE APPROVED AND BATCH
 STAMPED PLANS SO YOU MAY PRINT YOUR PLANS, TWO SETS OF
 PLANS WILL NEED TO BE PRINTED IN COLOR, (1) FOR THE
 RESIDENT INSPECTOR, THE OTHER FOR THE MEP INSPECTORS.
  
 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 110.3.9 AND GUIDELINES
 AND POLICIES FOR PROJECTS CONCERNING RESIDENT
 INSPECTORS. COMMENT # 14. 3 COPIES OF ALL SHOP DRAWINGS
 (HANDRAILS, PRECAST JOINT AND SLABS, PRODUCT APPROVALS,
 TRUSSES, BAR JOIST, ETC.) MUST BE SUBMITTED TO THE
 BUILDING DEPARTMENT. TWO REVIEWED SETS OF DOCUMENTS
 WILL BE RETURNED TO THE JOB SITE BEFORE ANY OF THE
 ABOVE ARE INSTALLED ON THE JOB.
  
  
 PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED
 TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR
 IN-PROGRESS INSPECTIONS FOR AUDITING OF JOBSITE
 INSPECTIONS.
  
 27) IMPACT 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] .
 PALM BEACH COUNTY IMPACT FEE OFFICE IS LOCATED AT 2300
 N. JOG RD. ROOM?S 2W01-2W14 WEST PALM BEACH, FL.
  
 28) 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.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2019-10-07 Cont ID  
Sent By jpearson Date 2019-10-07 Time 08:07 Rev Time 0.00
Received By jpearson Date 2019-10-07 Time 08:07 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2019-08-28 Cont ID  
Sent By jpearson Date 2019-08-28 Time 15:41 Rev Time 0.00
Received By jpearson Date 2019-08-28 Time 15:41 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2019-06-24 Cont ID  
Sent By jpearson Date 2019-06-24 Time 10:57 Rev Time 0.00
Received By jpearson Date 2019-06-22 Time 19:10 Sent To  
Notes
2019-06-24 09:48:40CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2017 6TH EDITION
 WPB FBC = WEST PALM BEACH AMENDMENTS TO THE FBC 2017
 6TH ED, CHAPTER 1.
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017
 6TH EDITION
 FBC EX = FLORIDA BUILDING CODE EXISTING BUILDING 2017
 6TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2017 6TH EDITION
 NEC = NFPA 70 2014 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
 FAC = FLORIDA ADMINISTRATIVE CODE
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 1. PROVIDE AVAILABLE SHORT CIRCUIT CALCULATION FOR
 SERVICE 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 IS ADEQUATE. NEC 110.9, 110.10
 2. PROVIDE CHART OF INTERIOR LIGHTING POWER ALLOWANCES
 EXPRESSED IN WATTAGE PER THE FBC ENERGY CODE IN
 RELATION TO THE WATTAGE OF THE CONNECTED INTERIOR
 LIGHTING PROPOSED TO COMPLY WITH CODE. FBC EC C405.4.2
 3. PROVIDE GROUNDING ELECTRODE SYSTEM AS REQUIRED FOR A
 BUILDING OR STRUCTURE SUPPLIED BY A FEEDER OR BRANCH
 CIRCUIT FOR BUILDING D. NEC 250.32
 4. PROVIDE INTERSYSTEM BONDING TERMINATION POINT AT
 SERVICE. SHOW ON PLAN. NEC 250.94
 5. FEEDS FROM LINE GUTTER TO MDP1 AND MDP2 SHOW TWO
 DIFFERENT WIRE SIZES, AND ONE OF THEM IS NOT CODE
 COMPLIANT. PROVIDE CORRECTION. NEC 240.4(C)
 6. PROVIDE GROUNDING DETAIL SHOWING CONNECTION AND WIRE
 SIZE TO ALL GROUNDING ELECTRODES PRESENT. NEC 250.50;
 WPB FBC 107.2.1
  
 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 THE PREVIOUSLY
 REVIEWED SHEETS. ONE COPY OF THE PREVIOUSLY REVIEWED
 SHEETS SHOULD REMAIN IN PACKAGE AND BE MARKED OLD
 SHEETS.
  
 SINCERELY,
  
 JOHN PEARSON
 ELECTRICAL PLANS EXAMINER
 561-805-6746
 [email protected]
  
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2019-09-19 Cont ID  
Sent By rrossano Date 2019-09-19 Time   Rev Time 0.00
Received By rrossano Date 2019-09-19 Time   Sent To  
Notes
2019-09-19 06:48:38PROJECT REVIEWED UNDER FORMAL ENGINEERING SUBMITTAL
 E19010002.
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2019-09-12 Cont ID  
Sent By shill Date 2019-09-12 Time 14:23 Rev Time 0.00
Received By shill Date 2019-09-12 Time 14:23 Sent To  
Notes
2019-09-12 14:24:06CONTACT 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
  
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2019-05-14 Cont ID  
Sent By shill Date 2019-05-14 Time 17:43 Rev Time 0.00
Received By shill Date 2019-05-14 Time 17:43 Sent To  
Notes
2019-05-14 17:43:45CONTACT 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
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2019-09-27 Cont ID  
Sent By pleduc Date 2019-09-27 Time   Rev Time 0.00
Received By pleduc Date 2019-09-27 Time 10:24 Sent To  
Notes
2019-09-27 10:36:009/27/19
  
 THE FIRE SPRINKLER INSTALLATION SHALL BE SUBMITTED
 UNDER SEPARATE PERMIT AND SHOP DRAWINGS.
  
 ANY FIRE LINE UNDERGROUND SHALL BE DONE UNDER SEPARATE
 PERMIT AND SHOP DRAWINGS INSTALLED AND INSPECTED PER
 NFPA 24.
  
 THE UNDERGROUND WORK SHALL BE DONE BY A CERTIFIED
 UNDERGROUND CONTRACTOR UNDER THE STATE OF FLORIDA.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
  
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2019-08-06 Cont ID  
Sent By pleduc Date 2019-08-06 Time   Rev Time 0.00
Received By pleduc Date 2019-08-06 Time 12:46 Sent To  
Notes
2019-08-06 16:15:162ND REVIEW COMMENTS:
  
 THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) COMPLIED
  
  
  
 2) DID NOT COMPLY, FIRE SPRINKLER BY OTHERS DOES NOT
 MEET THIS REQUIREMENT;
  
 PREVIOUS COMMENT RESUBMITTED:
  
 SHEET 0.1 COV & A1.0 - FOR CLARIFICATION PURPOSES, EVEN
 IF THERE IS EXISITNG FIRE SPRINKLER PROTECTION WITHIN
 ANY OF THE BUILDINGS THE EXTENT OF THE SPRINKLER DESIGN
 REQUIRES F.A.C. 61G DOCUMENTS WITH THIS MASTER PERMIT.
  
 PLEASE PROVIDE THE REQUIRED DOCUMENTS IN ETHER PLAN
 DRAWINGS OR NARRATIVE FORM SIGNED AND SEALED BY THE
 EOR.(SHOP DRAWINGS SHALL BE SUBMITED BASED ON THESE)
 (SHOULD THE EOR DEFER, A LETTER NEEDS TO BE SUBMITTED;
 HOWEVER, THE DEFERRED EOR WILL NEED TO SUBMIT 61 G
 DOCUMENTS WITH THE MASTER)
  
 PLEASE REVIEW AND PROVIDE WITH THIS MASTER
  
  
  
 3) COMPLIED.
  
  
  
 4) COMPLIED
  
  
  
 5) COMPLIED
  
  
 6) COMPLIED
  
  
  
 7) COMPLIED
  
 7A) COMPLIED
  
 7B) COMPLIED
  
 7C) COMPLIED
  
 7D) COMPLIED
  
  
 8) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
  
 7) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2019-05-15 Cont ID  
Sent By pleduc Date 2019-05-15 Time   Rev Time 0.00
Received By pleduc Date 2019-05-15 Time 09:38 Sent To  
Notes
2019-05-15 09:50:00THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) SHEET A .01 - UNDER MEANS OF EGRESS;A, C & D, THERE
 ARE CODE REFERENCES OF NFPA 101, CH 38. NEW BUSINESS
 OCCUPANCIES.
  
 THIS OCCUPANCY IS STORAGE/S1.
  
 PLEASE REVIEW AND CORRECT THE CODE REFERNCES.
  
  
  
 2) SHEET 0.1 COV & A1.0 - FOR CLARIFICATION PURPOSES,
 EVEN IF THERE IS EXISITNG FIRE SPRINKLER PROTECTION
 WITHIN ANY OF THE BUILDINGS THE EXTENT OF THE SPRINKLER
 DESIGN REQUIRES F.A.C. 61G DOCUMENTS WITH THIS MASTER
 PERMIT.
  
 PLEASE PROVIDE THE REQUIRED DOCUMENTS IN ETHER PLAN
 DRAWINGS OR NARRATIVE FORM SIGNED AND SEALED BY THE
 EOR.(SHOP DRAWINGS SHALL BE SUBMITED BASED ON THESE)
 (SHOULD THE EOR DEFER, A LETTER NEEDS TO BE SUBMITTED;
 HOWEVER, THE DEFERRED EOR WILL NEED TO SUBMIT 61 G
 DOCUMENTS WITH THE MASTER)
  
 PLEASE REVIEW AND PROVIDE WITH THIS MASTER
  
  
  
 3) SHEET A 1.1 - THERE ARE INDICATIONS OF THE
 RELOCATION OF THE FIRE RISER WHICH MAY INCLUDE
 UNDERGROUND FIRE LINE WORK.
  
 ALL UNDERGROUND FIRE LINE WORK SHALL BE DONE IN
 COMPLIANCE WITH NFPA 24 UNDER SEPARATE PERMIT AND SHOP
 DRAWINGS.
  
 PLEASE REVIEW AND PROVIDE A APPLICABLE NOTE.
  
  
  
 4) SHEET A 1.1 - THERE ARE INDICATIONS OF THE
 RELOCATION OF THE FIRE RISER AND TO REFER TO THE CIVIL
 DRAWINGS.
  
 THERE ARE NO CIVIL DRAWINGS ATTACHED OR REFERENCED ON
 THE COVER SHEET.
  
 PLEASE REVIEW AND PROVIDE
  
  
  
 5) SHEET A 1.1 - THERE ARE NO INDICATIONS OF THE
 LOCATION OF EXISITNG OR PROPOSED FIRE HYDRANT LOCATIONS
 OR AND CIVIL DRAWINGS TO REFER TO.
  
 PLEASE REVIEW AND PROVIDE.
  
  
 6) SHEET E 9 - THERE DOES NOT APPEAR TO BE ANY EXIT
 LIGHTS OR EMERGENCY LIGHTS WITHIN THE CORRIDOR OF BLDG
 D.
  
 PLEASE REVIEW AND CORRECT OR JUSTIFY WITH SPECIFIC CODE
 REFERENCES.
  
  
  
 7) SHEET DE 1.1 - THERE ARE ROLL-UP DOORS INDICATED
 WITH THE NUMBER 21 THAT APPEAR TO BE AT THE ONLY
 ENTRANCE/EXIT TO THE INTERNAL CORRIDORS.
  
 7A) AS THESE DOORS ARE EXITS, HOW WILL THEY BE SECURED
 IN PLACE?
  
 7B) HOW WILL THEY BE OPERATED?
  
 7C) IN THE EVENT THEY FAIL, HOW WILL A PERSON BE ABLE
 TO GET EXIT OUT?
  
 7D) AS A DOOR WITHIN EXIT ACCESS, UNDER WHAT CODE
 WITHIN NFPA 101, CH 7, MEANS OF EGRESS ARE THEY IN
 COMPLIANCE WITH?
  
 PLEASE REVIEW AND PROVIDE DETAILS AND SPECIFIC CODE
 REFERENCES.
  
  
  
 8) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
  
 7) 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 2019-10-07 Cont ID  
Sent By pvalenti Date 2019-10-07 Time 17:28 Rev Time 0.00
Received By pvalenti Date 2019-09-24 Time 09:35 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2019-09-18 Cont ID  
Sent By shill Date 2019-09-18 Time 13:44 Rev Time 0.00
Received By shill Date 2019-08-02 Time 09:11 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date   Cont ID  
Sent By   Date 2019-06-24 Time   Rev Time 0.00
Received By lmarchan Date 2019-05-07 Time 14:13 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status P Date 2019-10-21 Cont ID  
Sent By lmarchan Date 2019-10-21 Time 09:56 Rev Time 0.00
Received By lmarchan Date 2019-10-09 Time 14:12 Sent To  
Notes
2019-10-18 16:22:58RECEIPT - 2019-1017-315 - $68,383.23 - PAID
2019-10-09 14:12:3810/9/19 EMAILED IMPACT FEE OFFICE FOR REVIEW. LEM
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2019-06-12 Cont ID  
Sent By jwitmer Date 2019-06-12 Time 07:20 Rev Time 0.00
Received By jwitmer Date 2019-06-10 Time 10:06 Sent To  
Notes
2019-06-12 07:20:42IMPACT 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] .
 PALM BEACH COUNTY IMPACT FEE OFFICE IS LOCATED AT 2300
 N. JOG RD. ROOM?S 2W01-2W14 WEST PALM BEACH, FL.
  
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2019-10-07 Cont ID  
Sent By ccole Date 2019-10-07 Time 12:57 Rev Time 0.00
Received By ccole Date 2019-10-07 Time 10:13 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2019-08-16 Cont ID  
Sent By pvalenti Date 2019-08-16 Time 17:25 Rev Time 0.00
Received By ccole Date 2019-08-16 Time 17:25 Sent To  
Notes
2019-08-16 17:26:432ND REVIEW FBC-2017 MECHANICAL
 PERMIT #19040656
 8/16/19
  
 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
 FBC EX- FLORIDA EXISTING BUILDING 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.
 COMMENTS FROM THE 1ST REVIEW NOT COMPLETELY ADDRESSED.
 1) COMMENT #1 STILL EXISTS: THE REQUESTED AC COOLING
 AND HEATING CALCULATIONS FOR THE SYSTEMS WERE NOT
 SUBMITTED.
 2) COMMENT #2 STILL EXISTS: THE ENERGYGAUGE COMPLIANCE
 SUBMITTALS DO NOT INCLUDE DATA FOR THE 3.5 AND 4.0-TON
 SYSTEMS. THE SYSTEMS LISTED IN THE REPORTS ARE ALL 5.0
 TON, AND MANY OF THE SYSTEM NUMBERS DO NOT CORRELATE
 WITH SYSTEM NUMBERS SHOWN IN THE EQUIPMENT SCHEDULE ON
 SHEET M9. PLEASE RESUBMIT CORRECTED REPORTS, AND PLEASE
 DESIGNATE WHICH BUILDINGS THE REPORTS ARE FOR.
 3) COMMENT #3 STILL EXISTS: AC AND VENTILATIONS
 CALCULATIONS, AND LAYOUT PLANS NOT PROVIDED FOR THE NEW
 BUILDINGS D & E. THE ENGINEER?S AND ARCHITECT?S
 RESPONSE REFERENCE SHEET M8.1 FOR CORRECTIONS, HOWEVER
 THAT SHEET IS SHOWING C BUILDING, NOT D OR E.
 4) COMMENT #4 STILL EXISTS: PROVIDE DATA FROM THE
 MANUFACTURER TO INDICATE THE 5.0-TON SYSTEMS CANNOT
 PRODUCE OVER 2000 CFMS OF SUPPLY AIR WHEN RUN AT ANY
 SPEED. OTHERWISE PLEASE PROVIDE DS DETECTORS IN THE
 SUPPLY SYSTEMS OF THE 5.0 SYSTEMS.
 5) COMMENT #5 STILL PARTIALLY EXISTS- NEED TO VERIFY
 O/A INLETS ARE LOCATED 10? AWAY FROM ROADS, DRIVEWAYS,
 AND PARKING LOTS.
 6) NO RESPONSES WERE PROVIDED FOR 1ST REVIEW COMMENTS
 #6, 7, & 8. SEE COMMENTS COPIED BELOW AND COMPLY.
  
  6) SHEET M9: SUBMIT THE ROOF STAND NOA #17-1218.06
 WITH
  INSTALLATION DETAILS MARKED UP BY THE ENGINEER OF
  RECORD- RULE 9N-3 FAC, OR PROVIDE COMPLETE ENGINEERED
  DETAILS ON THE PLANS- SECTION 301.15
  
  7) M9: CORRECT THE RESIDENTIAL CODE REFERENCE SHOWN IN
  THE SIDEWALL GRILL DETAIL- SECTION 603.1 FBC M.
  
  8) SUBMIT THE NOA FOR THE HOISTWAY OPENING LOUVERS
 WITH
  APPROVAL STAMP BY THE EOR, AND INDICATE THAT A CLASS
  1MOTORIZED DAMPER WILL BE INSTALLED AT THE OPENING IN
  COMPLIANCE WITH SECTION C403.2.4.2 FBC EC.
  
 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 1 Status F Date 2019-06-11 Cont ID  
Sent By ccole Date 2019-06-11 Time 16:38 Rev Time 0.00
Received By ccole Date 2019-06-11 Time 16:22 Sent To  
Notes
2019-06-11 17:13:531ST REVIEW FBC-2017 MECHANICAL
 PERMIT #19040656
 6/11/19
  
 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
 FBC EX- FLORIDA EXISTING BUILDING 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) PROVIDE COOLING AND HEATING CALCULATIONS FOR THE NEW
 AC SYSTEMS IN ACCORDANCE WITH SECTION C403.2.1 FBC EC.
  
 2) PROVIDE ENERGY CALCULATIONS FOR THE NEW BUILDINGS,
 AND THE PREVIOUSLY UNCONDITIONED WAREHOUSE BUILDINGS
 THAT ARE NOW BEING CONDITIONED. REFER TO SECTIONS
 C101.2, C101.5.1, C103.1, C103.1.1, C401.2 AND C503.2
 FBC EC.
  
 3) PLEASE NOTE THAT ALONG WITH THE MISSING CALCS LISTED
 ABOVE, ALSO MISSING ARE AC LAYOUT PLANS AND VENTILATION
 CALCULATIONS FOR THE NEW BUILDINGS D ND E- SECTION
 107.2.1 WPB.
  
 4) DUCT SMOKE DETECTORS ARE REQUIRED IN THE SUPPLY AIR
 SYSTEMS OF EACH 5-TON AC SYSTEM PER SECTION 606.2.1.
 PLEASE NOTE THAT AN EXEMPTION CAN BE APPLIED IF THE
 MANUFACTURER'S SPECIFICATIONS INDICATE THE SYSTEMS ARE
 NOT CAPABLE OF PRODUCING OVER 2000 CFMS OF SUPPLY AIR.
 PLEASE PROVIDE SYMBOLS ON THE PLANS TO SHOW THE
 LOCATIONS OF THE DEVICES, AND INDICATE HOW THEY WILL BE
 SUPERVISED IN ACCORDANCE WITH SECTION 606.4.1 FBC M.
  
 5) VERIFY THE O/A INLETS HAVE A MINIMUM 10' CLEARANCE
 TO EXHAUST OUTLETS, VENTS, DRIVEWAYS, ROADS, AND
 PARKING LOTS- SECTION 401.4 FBC M. INDUICATE HOW THE
 OPENIINGS WILL BE PROTECTED PER SECTION 401.5 FBC M.
  
 6) SHEET M9: SUBMIT THE ROOF STAND NOA #17-1218.06 WITH
 INSTALLATION DETAILS MARKED UP BY THE ENGINEER OF
 RECORD- RULE 9N-3 FAC, OR PROVIDE COMPLETE ENGINEERED
 DETAILS ON THE PLANS- SECTION 301.15
  
 7) M9: CORRECT THE RESIDENTIAL CODE REFERENCE SHOWN IN
 THE SIDEWALL GRILL DETAIL- SECTION 603.1 FBC M.
  
 8) SUBMIT THE NOA FOR THE HOISTWAY OPENING LOUVERS WITH
 APPROVAL STAMP BY THE EOR, AND INDICATE THAT A CLASS
 1MOTORIZED DAMPER WILL BE INSTALLED AT THE OPENING IN
 COMPLIANCE WITH SECTION C403.2.4.2 FBC EC.
  
 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
 BUILDING PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
  
Review Stop P PLUMBING
Rev No 3 Status P Date 2019-09-21 Cont ID  
Sent By gjohnson Date 2019-09-21 Time 09:10 Rev Time 0.00
Received By gjohnson Date 2019-09-21 Time 09:10 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2019-09-05 Cont ID  
Sent By gjohnson Date 2019-09-05 Time 13:41 Rev Time 0.00
Received By gjohnson Date 2019-08-30 Time 11:59 Sent To  
Notes
2019-09-05 13:43:142ND REVIEW: 19040656
 2017 FLORIDA BUILDING CODE 6TH EDITION
 2017 FLORIDA BUILDING CODE - PLUMBING, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - ACCESSIBILITY, SIXTH
 EDITION
 2017 FLORIDA BUILDING CODE - FUEL GAS, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - RESIDENTIAL, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - EXISTING BUILDING, SIXTH
 EDITION
 2017 FLORIDA BUILDING CODE - ENERGY CONSERVATION, SIXTH
 EDITION
  
 PLUMBING COMMENTS:
  
 1. SHT PS1 NOTES ON THE OVERFLOW STORM DRAIN STATES
 OVERFLOW DRAIN CONNECT TO CATCH BASIN THEY SHALL COMPLY
 WITH FBC PL FBC PL 1108.2 SEPARATE SYSTEMS REQUIRED.
 SECONDARY ROOF DRAIN SYSTEMS SHALL HAVE THE END POINT
 OF DISCHARGE SEPARATE FROM THE PRIMARY SYSTEM.
 DISCHARGE SHALL BE ABOVE GRADE, IN A LOCATION THAT
 WOULD NORMALLY BE OBSERVED BY THE BUILDING OCCUPANTS OR
 MAINTENANCE PERSONNEL
  
 2. 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
  
 2ND REQUEST 3. PROVIDE A PLUMBING FIXTURE BREAKDOWN
 BROKEN DOWN BY BUILDING AND OCCUPANT LOAD. PER WPB
 AMEND TO FBC 107.2.1
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
Review Stop P PLUMBING
Rev No 1 Status F Date 2019-06-10 Cont ID  
Sent By gjohnson Date 2019-06-10 Time 17:58 Rev Time 0.00
Received By gjohnson Date 2019-06-10 Time 12:04 Sent To  
Notes
2019-06-10 17:58:291ST REVIEW: 19040656
 2017 FLORIDA BUILDING CODE 6TH EDITION
 2017 FLORIDA BUILDING CODE - PLUMBING, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - ACCESSIBILITY, SIXTH
 EDITION
 2017 FLORIDA BUILDING CODE - FUEL GAS, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - RESIDENTIAL, SIXTH EDITION
 2017 FLORIDA BUILDING CODE - EXISTING BUILDING, SIXTH
 EDITION
 2017 FLORIDA BUILDING CODE - ENERGY CONSERVATION, SIXTH
 EDITION
  
 PLUMBING COMMENTS:
  
 1. PROVIDE STORM WATER ISOMETRIC DRAWING AND SHOW
 TERMINATION POINT OF THE OVERFLOW DRAINS PER WPB AMEND
 TO FBC 107.3.5.1.3(13) AND FBC PL 1108.2 SEPARATE
 SYSTEMS REQUIRED.
 SECONDARY ROOF DRAIN SYSTEMS SHALL HAVE THE END POINT
 OF DISCHARGE SEPARATE FROM THE PRIMARY SYSTEM.
 DISCHARGE SHALL BE ABOVE GRADE, IN A LOCATION THAT
 WOULD NORMALLY BE OBSERVED BY THE BUILDING OCCUPANTS OR
 MAINTENANCE PERSONNEL.
  
 2. PROVIDE MANUFACTURE SPECIFICATIONS FOR THE WATER
 HEATER AND THE ELEVATOR SUMP PUMP. PER WPB AMEND TO FBC
 107.2.1
  
 3. PROVIDE A PLUMBING FIXTURE BREAKDOWN BROKEN DOWN BY
 BUILDING AND OCCUPANT LOAD. 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 R ROOF PLAN REVIEW
Rev No 4 Status N Date 2019-10-09 Cont ID  
Sent By pvalenti Date 2019-10-09 Time 17:19 Rev Time 0.00
Received By pvalenti Date 2019-10-09 Time 17:19 Sent To  
Notes
2019-10-09 17:27:02PETER E VALENTI
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6673
  
 FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 FBC R = FBC RESIDENTIAL
 FBC M = FBC MECHANICAL
  
 ROOFING STOP:
  
 A SEPERATE ROOFING PERMIT IS REQUIRED.
 THE SUBMITTAL HAS TO INCLUDE ALL PRODUCT APPROVALS WITH
 SYSTEMS/OPTIONS IDENTIFIED AND REVIEW STAMP APPROVAL
 WITH SIGNATURE BY DESIGNER OF RECORD.
 ALSO, THE ENGINEERING (INCLUDING PRESSURES AND ENHANCED
 FASTENING PATTERNS) WILL HAVE TO BE SIGNED AND SEALED.
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status F Date 2019-10-07 Cont ID  
Sent By pvalenti Date 2019-10-07 Time 17:25 Rev Time 0.00
Received By pvalenti Date 2019-10-07 Time 17:25 Sent To  
Notes
2019-10-07 17:28:15***CORRECTIONS***
 PETER E VALENTI
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6673
  
 FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 FBC R = FBC RESIDENTIAL
 FBC M = FBC MECHANICAL
  
 SEE "TH" REVIEW STOP.
  
 THRESHOLD/SPECIAL INSPECTOR AGREEMENT REVIEW:
  
 PLEASE COMPLETE THE AGREEMENT OF UNDERSTANDING SECTIONS
 FOR CONTRACTOR AND OWNER.
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2019-09-17 Cont ID  
Sent By pvalenti Date 2019-09-17 Time 15:13 Rev Time 0.00
Received By pvalenti Date 2019-09-17 Time 15:12 Sent To  
Notes
2019-09-17 15:19:26***CORRECTIONS***
 PETER E VALENTI
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6673
  
 FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 FBC R = FBC RESIDENTIAL
 FBC M = FBC MECHANICAL
  
 2ND REVIEW FOR RESIDENT INSPECTOR IS STILL NOT
 COMPLETE.
  
  
 RESIDENT INSPECTOR. 2017 WEST PALM BEACH AMENDMENTS TO
 THE FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION,
 110.3.9 OTHER INSPECTIONS SERVICES. THE BUILDING
 OFFICIAL MAY MAKE, OR CAUSE TO BE MADE BY OTHERS, THE
 INSPECTIONS REQUIRED BY SECTION 109. HE/SHE MAY ACCEPT
 REPORTS OF INSPECTORS OF RECOGNIZED INSPECTION
 SERVICES, PROVIDED THAT AFTER INVESTIGATION HE/SHE IS
 SATISFIED AS TO THEIR QUALIFICATIONS AND RELIABILITY. A
 CERTIFICATE CALLED FOR BY ANY PROVISION OF THE
 TECHNICAL CODES SHALL NOT BE BASED ON SUCH REPORTS
 UNLESS THE SAME ARE IN WRITING AND CERTIFIED BY A
 RESPONSIBLE OFFICER OF SUCH SERVICE. THE BUILDING
 OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY AN INSPECTION
 SERVICE IN THE FOLLOWING INSTANCES:
 1. FOR BUILDINGS OR ADDITIONS OF TYPE I OR II
 CONSTRUCTION
 2. FOR ALL MAJOR STRUCTURAL ALTERATIONS
 3. WHERE THE CONCRETE DESIGN IS BASED ON COMPRESSIVE
 STRENGTH (F ?C) IN EXCESS OF 3000
 POUNDS PER SQUARE INCH
 4. FOR PILE DRIVING
 5. FOR BUILDINGS WITH AREA GREATER THAN 20,000 SQUARE
 FOOT
 6. FOR BUILDINGS MORE THAN 2 STORIES IN HEIGHT
 7. FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR
 METHODS OF CONSTRUCTION.
  
 PLEASE READ THE THRESHOLD/RESIDENT INSPECTOR AGREEMENT
 CAREFULLY AND COMPLETE AS REQUIRED:
  
 RESIDENT INSPECTOR FORMS MUST BE SIGNED BY ALL PARTIES
 NOTARIZED AND RETURNED TO THE BUILDING DEPARTMENT.
 FORMS E?MAILED TO: [email protected] 7:19 AM
 FOR THE RESIDENT INSPECTOR PLEASE PROVIDE A RESUME? OF
 INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE RESUME?
 MUST BE ACCOMPANIED BY ALL CERTIFICATES AS SPECIFIED
 HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE WILL
 REVIEW THE RESUME?. AFTER THE RESUME? IS REVIEWED, AN
 INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES
 WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST
 MEETING THE ABOVE CRITERIA.
 CONTACT: KEN CONRAD
 TEL: 561?805?6666
 E?MAIL: [email protected]
 THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR HISTORY
 FOR THIS TYPE OF CONSTRUCTION. THIS MAY BE SUBMITTED TO
 KEN CONRAD BY E?MAIL. KEN CONRAD: [email protected]
 NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE REQUIRED.
 FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE, THE PERMIT
 LIBRARIAN WILL E?MAIL YOU, THE APPROVED AND BATCH
 STAMPED PLANS SO YOU MAY PRINT YOUR PLANS, TWO SETS OF
 PLANS WILL NEED TO BE PRINTED IN COLOR, (1) FOR THE
 RESIDENT INSPECTOR, THE OTHER FOR THE MEP
 INSPECTORS.2017 WEST PALM BEACH AMENDMENTS TO THE
 FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 110.3.9 AND GUIDELINES
 AND POLICIES FOR PROJECTS CONCERNING RESIDENT
 INSPECTORS. COMMENT # 14. 3 COPIES OF ALL SHOP DRAWINGS
 (HANDRAILS, PRECAST JOINT AND SLABS, PRODUCT APPROVALS,
 TRUSSES, BAR JOIST, ETC.) MUST BE SUBMITTED TO THE
 BUILDING DEPARTMENT. TWO REVIEWED SETS OF DOCUMENTS
 WILL BE RETURNED TO THE JOB SITE BEFORE ANY OF THE
 ABOVE ARE INSTALLED ON THE JOB.
 PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED
 TELEPHONE INSPECTIONS LINE (561) 805?6700) FOR
 IN?PROGRESS INSPECTIONS FOR AUDITING OF JOBSITE
 INSPECTIONS.
  
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2019-06-12 Cont ID  
Sent By jwitmer Date 2019-06-12 Time 08:34 Rev Time 0.00
Received By jwitmer Date 2019-06-12 Time 08:34 Sent To  
Notes
2019-06-12 07:22:37RESIDENT INSPECTOR. 2017 WEST PALM BEACH AMENDMENTS TO
 THE FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION,
 110.3.9 OTHER INSPECTIONS SERVICES. THE BUILDING
 OFFICIAL MAY MAKE, OR CAUSE TO BE MADE BY OTHERS, THE
 INSPECTIONS REQUIRED BY SECTION 109. HE/SHE MAY ACCEPT
 REPORTS OF INSPECTORS OF RECOGNIZED INSPECTION
 SERVICES, PROVIDED THAT AFTER INVESTIGATION HE/SHE IS
 SATISFIED AS TO THEIR QUALIFICATIONS AND RELIABILITY. A
 CERTIFICATE CALLED FOR BY ANY PROVISION OF THE
 TECHNICAL CODES SHALL NOT BE BASED ON SUCH REPORTS
 UNLESS THE SAME ARE IN WRITING AND CERTIFIED BY A
 RESPONSIBLE OFFICER OF SUCH SERVICE. THE BUILDING
 OFFICIAL MAY REQUIRE THE OWNER TO EMPLOY AN INSPECTION
 SERVICE IN THE FOLLOWING INSTANCES:
  
 1. FOR BUILDINGS OR ADDITIONS OF TYPE I OR II
 CONSTRUCTION
 2. FOR ALL MAJOR STRUCTURAL ALTERATIONS
 3. WHERE THE CONCRETE DESIGN IS BASED ON COMPRESSIVE
 STRENGTH (F ?C) IN EXCESS OF 3000
 POUNDS PER SQUARE INCH
 4. FOR PILE DRIVING
 5. FOR BUILDINGS WITH AREA GREATER THAN 20,000 SQUARE
 FOOT
 6. FOR BUILDINGS MORE THAN 2 STORIES IN HEIGHT
 7. FOR BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR
 METHODS OF CONSTRUCTION
  
 RESIDENT INSPECTOR FORMS MUST BE SIGNED BY ALL PARTIES
 NOTARIZED AND RETURNED TO THE BUILDING DEPARTMENT.
 FORMS E-MAILED TO: [email protected] 7:19 AM
  
 FOR THE RESIDENT INSPECTOR PLEASE PROVIDE A RESUME' OF
 INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE RESUME'
 MUST BE ACCOMPANIED BY ALL CERTIFICATES AS SPECIFIED
 HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE WILL
 REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED, AN
 INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES
 WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST
 MEETING THE ABOVE CRITERIA.
 CONTACT: KEN CONRAD
 TEL: 561-805-6666
 E-MAIL: [email protected]
  
 THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR HISTORY
 FOR THIS TYPE OF CONSTRUCTION. THIS MAY BE SUBMITTED TO
 KEN CONRAD BY E-MAIL. KEN CONRAD: [email protected]
  
 NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE REQUIRED.
 FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE, THE PERMIT
 LIBRARIAN WILL E-MAIL YOU, THE APPROVED AND BATCH
 STAMPED PLANS SO YOU MAY PRINT YOUR PLANS, TWO SETS OF
 PLANS WILL NEED TO BE PRINTED IN COLOR, (1) FOR THE
 RESIDENT INSPECTOR, THE OTHER FOR THE MEP INSPECTORS.
  
 2017 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 110.3.9 AND GUIDELINES
 AND POLICIES FOR PROJECTS CONCERNING RESIDENT
 INSPECTORS. COMMENT # 14. 3 COPIES OF ALL SHOP DRAWINGS
 (HANDRAILS, PRECAST JOINT AND SLABS, PRODUCT APPROVALS,
 TRUSSES, BAR JOIST, ETC.) MUST BE SUBMITTED TO THE
 BUILDING DEPARTMENT. TWO REVIEWED SETS OF DOCUMENTS
 WILL BE RETURNED TO THE JOB SITE BEFORE ANY OF THE
 ABOVE ARE INSTALLED ON THE JOB.
  
  
 PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED
 TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR
 IN-PROGRESS INSPECTIONS FOR AUDITING OF JOBSITE
 INSPECTIONS.
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status P Date 2019-10-10 Cont ID  
Sent By pvalenti Date 2019-10-10 Time 11:05 Rev Time 0.00
Received By pvalenti Date 2019-10-10 Time 11:04 Sent To  
Notes
2019-10-10 11:08:49PETER E VALENTI
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6673
  
 FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 FBC R = FBC RESIDENTIAL
 FBC M = FBC MECHANICAL
  
 4TH SIGNATURE REVIEW APPROVED
  
 NOTE:
  
 PLEASE CONTINUE PROVIDING DIGITALLY SIGNED/SEALED AND
 3RD PARTY APPROVED SIGNATURES, WHEN APPLICABLE, FOR
 FUTURE SUBMITTALS.
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status F Date 2019-10-07 Cont ID  
Sent By pvalenti Date 2019-10-07 Time 15:15 Rev Time 0.00
Received By pvalenti Date 2019-10-07 Time 15:15 Sent To  
Notes
2019-10-07 15:18:52***CORRECTIONS***
 PETER E VALENTI
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6673
  
 FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 FBC R = FBC RESIDENTIAL
 FBC M = FBC MECHANICAL
  
 SIGNATURES REVIEW; THE CURRENTLY SUBMITTED PLANS ARE
 OK, HOWEVER IT APPEARS THAT SEVERAL NEW PLANS WILL BE
 SUBMITTED AND A SIGNATURE REVIEW WILL BE REQUIRED.
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2019-09-12 Cont ID  
Sent By shill Date 2019-09-12 Time 14:27 Rev Time 0.00
Received By shill Date 2019-09-12 Time 14:27 Sent To  
Notes
2019-08-28 15:41:19ELECTRICAL SHEETS: SEVERAL SHEETS WERE REPLACED THIS
 SUBMISSION AND THE SIGNATURE ON THESE SHEETS IS MISSING
 THE LANGUAGE "SIGNED AND SEALED" PER PREVIOUS COMMENT.
 FOR THE SHEETS THAT WERE NOT REPLACED, THE SIGNATURE IS
 NOT ACCEPTABLE. THIS INCLUDES SHEETS SE, E5, E6, E7,
 AND E8. PER THE WPB AMENDMENTS TO THE FBC, EACH SHEET
 OF PLAN IS REQUIRED TO BE SIGNED AND SEALED BY THE
 PERSON RESPONSIBLE FOR THE DESIGN. A DIGITAL PLAN
 REQUIRES A DIGITAL SIGNATURE WITH THE PROPER THIRD
 PARTY VERIFICATION. SELF-CERTIFICATION IS NOT
 ACCEPTABLE FOR ENGINEERS. ADDITIONALLY, THE DIGITAL
 SIGNATURE MUST INCLUDE THE STATEMENT "SIGNED AND
 SEALED" AS PER FAC 61G15-23.004. PROVIDE CORRECTION.
 WPB FBC 107.1; FS 471/481
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2019-06-17 Cont ID  
Sent By shill Date 2019-06-17 Time 10:21 Rev Time 0.00
Received By shill Date 2019-06-17 Time 08:38 Sent To  
Notes
2019-06-17 10:23:02****CORRECTIONS****
 REVISED 6/20
 REVISED 7/18
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 FOR THIS PROJECT, MAKE CHANGES ONLY FOR SHEETS THAT ARE
 REVISED DUE TO CODE RELATED CHANGES. FUTURE SUBMITTALS
 WILL REQUIRE COMPLIANCE.
  
 1. ARCHITECT (FRANCISCO PEREZ, RA) ARCHITECT'S TITLE
 BLOCK LACKS THE LICENSE NUMBER FOR THE INDIVIDUAL. THIS
 IS INCLUDED ON THE SEAL BUT IS NOT LEGIBLE AS THE
 SIGNATURE IS OVER THE SEAL, FS481.
  
 2. ENGINEER (MURRAY BRYNSTESEN, PE) HAS UTILIZED A
 DIGITAL SIGNATURE WHICH DOES NOT COMPLY WITH
 FAC61G15-23.004(2)(B) AS IT IS NOT CAPABLE OF
 VERIFICATION; THE SIGNATURE STATES IT WAS SIGNED BY
 "ADOBE SIGN" RATHER THAN THE INDIVIDUAL SIGNING. THIS
 WAS CONFIRMED WITH FBPE INVESTIGATOR.
  
 PLAN LACKS THE LANGUAGE REQUIRED ON DIGITALLY SIGNED
 PLANS (REGARDING PRINTING), SEE FAC61G15023.004.
  
 3. FMEP ENGINEER (ROBERT F. GERMAIN, JR) UTILIZED A
 SIGNATURE THAT WAS SELF CERTIFIED RATHER THAN ISSUED BY
 A CERTIFICATE AUTHORITY SO DOES NOT MEET THE
 REQUIREMENT OF FAC61G15-23.004(2)(B). THIS WAS
 CONFIRMED WITH FBPE INVESTIGATOR.
  
 PLAN LACKS THE LANGUAGE REQUIRED ON DIGITALLY SIGNED
 PLANS (REGARDING PRINTING), SEE FAC61G15023.004.
  
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 2 Status P Date 2019-10-28 Cont ID  
Sent By pvalenti Date 2019-10-28 Time 08:25 Rev Time 0.00
Received By pvalenti Date 2019-10-28 Time 08:25 Sent To  
Notes
***NONE***
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 1 Status F Date 2019-10-09 Cont ID  
Sent By pvalenti Date 2019-10-09 Time 16:36 Rev Time 0.00
Received By pvalenti Date 2019-10-09 Time 16:36 Sent To  
Notes
2019-10-09 17:13:17***CORRECTIONS***
 PETER E VALENTI
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6673
  
 FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
 FBC R = FBC RESIDENTIAL
 FBC M = FBC MECHANICAL
  
 RESIDENT INSPECTOR AGREEMENT DENIED:
  
 THE RESIDENT INSPECTOR AGREEMENT HAS BEEN REVIEWED IN
 ERROR UNDER THE "R" STOP.
 THE PAST REVIEWS HAVE FAILED.
 THIS REVIEW IS NOW UNDER THE "TH" STOP.
  
 WHAT'S REQUIRED, IS THE CURRENT WEST PALM BEACH
 "GUIDELINES AND POLICIES FOR PROJECTS CONCERNING
 THRESHOLD/SPECIAL INSPECTORS AND RESIDENT INSPECTORS"
 FORM SUBMITTED WITH ALL PARTS COMPLETED, INCLUDING: ALL
 OF THE LICENSED INSPECTORS THAT WILL BE ON THIS
 PROJECT, THE CONTRACTOR AGREEMENT SECTION, AND THE
 OWNER AGREEMENT SECTION.
  
 ALSO REQUIRED, ARE THE RESUMES FOR THE SPECIAL
 INSPECTOR AND JOB-SITE REPRESENTITIVE INSPECTORS. THESE
 WILL NEED TO SUBMITTED FOR REVIEW BY THE CITY OF WEST
 PALM BEACH.
  
  
  
Review Stop Z ZONING
Rev No 2 Status P Date   Cont ID  
Sent By   Date 2019-09-18 Time   Rev Time 0.00
Received By   Date 2019-09-18 Time   Sent To  
Notes
2019-09-18 13:02:361.) LANDSCAPE PERMIT REQUIRED
 2.) AIPP CONTRIBUTION REQUIRED
  
 PAUL GREILICH, SENIOR PLANNER
 561-822-1443
 [email protected]
Review Stop Z ZONING
Rev No 1 Status F Date   Cont ID  
Sent By llouie Date 2019-06-13 Time   Rev Time 0.00
Received By pgreilic Date 2019-06-13 Time 16:52 Sent To  
Notes
2019-06-13 16:53:041.) PLEASE PROVIDE APPROVED SITE PLAN PER MAJOR PLANNED
 DEVELOPMENT AMENDMENT
 2.) LANDSCAPE PERMIT REQUIRED
 3.) AIPP CONTRIBUTION REQUIRED
  
 PAUL GREILICH, SENIOR PLANNER
 561-822-1443
 [email protected]


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