Plan Review Details - Permit 17120261
Plan Review Stops For Permit 17120261
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2018-09-07 Cont ID  
Sent By rmcdouga Date 2018-09-07 Time 18:41 Rev Time 0.00
Received By rmcdouga Date 2018-09-06 Time 17:51 Sent To  
Notes
2018-09-07 18:28:42BUILDING PROVISO
 1) THE PROJECT IS LOCATED IN AN AE FLOOD ZONE. THE
 MINIMUM FINISH FLOOR ELEVATION IS 14.77 NAVD 88
 (INCLUDES 2 FT FREEBOARD). ELEVATION CERTIFICATES ARE
 REQUIRED. FBC1612 & CITY OF WPB ORDINANCE 94-546.
 2) SUBMIT ALTERNATE METHOD AND MATERIAL NETTING FALL
 PROTECTION ENGINEERING CALCULATIONS WITH THE ENGINEER'S
 SEAL AND ORIGINAL HANDWRITTEN SIGNATURE. FAC
 61G15-23.001
 3) AUDITING OF JOBSITE INSPECTIONS IS REQUIRED. THE
 SCHEDULING OF INSPECTIONS IS REQUIRED TO PREVENT THE
 PERMIT FROM EXPIRING. FBC 110.3.7 FOR INFORMATION
 CONTACT KEN CONRAD AT 561-601-6982.
 4) SUBMIT DEFERRED SUBMITTALS FOR REVIEW AND APPROVAL
 BY THE BUILDING OFFICIAL, AFTER THEY HAVE BEEN REVIEWED
 BY THE DESIGNER OF RECORD AND PRIOR TO THEIR
 INSTALLATION. FBC 107.3.4.2
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2018-07-27 Cont ID  
Sent By rmcdouga Date 2018-07-27 Time 18:27 Rev Time 0.00
Received By rmcdouga Date 2018-07-19 Time 18:50 Sent To  
Notes
2018-07-19 18:59:553RD REVIEW / 2014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17120261
 ADD: 1600 BELVEDERE RD.
 CONT: TBD/ TO BE DETERMINED
 TEL: NOT GIVEN ON PERMIT APPLICATION
 E-MAIL: NOT GIVEN ON THE PERMIT APPLICATION
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
 PLAN
 REVIEW COMMENTS
  
 3RD REVIEW: FBC FIFTH EDITION (2014)
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 DENIED BY BUILDING
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 1) PROVISO: 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]
  
 2) 2ND ROUND COMMENT. WE HAVE CALCULATED THE VALUE OF
 THE BUILDING USING THE ICC TABLES FROM AUGUST 01/2017.
 THERE IS NO A5 CLASS IN THE TABLES; THE CLOSEST USE IS
 A4 ARENAS.
 63,885.0 SQ. FT. X $190.84 BUILDING TYPE II-B =
 $12,191,813.00 (CALCULATED VALUE)
 PLEASE PROVIDE AN ITEMIZED LIST OF THE SUB-PERMITS NOT
 COVERED UNDER THE MAIN PERMIT AND DEDUCT THERE VALUE
 FROM THE OVERALL CALCULATED VALUE OF THE BUILDING. THIS
 WILL BECOME THE NEW ADJUSTED VALUE OF THE BUILDING
 PERMIT.
 THIS MAIN BUILDING PERMIT WILL INCLUDE THE FEES FOR THE
 MECHANICAL, ELECTRICAL, PLUMBING & ROOFING PERMITS.
 WHEN THE GENERAL CONTRACTOR COMES IN FOR A BUILDING
 PERMIT WITH THE SIGNED PERMIT APPLICATION FORM BY THE
 QUALIFIER AND OWNER AND BRINGS IN THE LISTED
 SUB-PERMITS M-E-P & ROOFING PERMITS SIGNED BY THE
 QUALIFIER OF EACH COMPANY, THEIR INSURANCES AND
 LICENSURE UP TO DATE, THE M-E-P AND ROOFING PERMITS ARE
 FREE OF CHARGE. IF THE M-E-P & ROOFING PERMITS COME IN
 LATER THERE WILL BE AN $80.00 ADMINISTRATIVE FEE FOR
 EACH PERMIT.
 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 PERMIT
  
 3) COMPLIED.
  
 3A) COMPLIED.
  
 3B) COMPLIED.
  
 3C) COMPLIED. W.P.B. AMENDMENT 110.3.7.4.4 . 633
 FLORIDA STATUTE.
  
 3D)COMPLIED.
  
 3E) COMPLIED.
  
 3F) NOTICE ONLY: FOR DIGITAL PLANS, AFTER PERMIT
 ISSUANCE, PLEASE E-MAIL THE PERMIT LIBRARIAN OF THE
 PERMIT BEING ISSUED, THE PERMIT LIBRARIAN WILL THEN
 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 THRESHOLD INSPECTOR, THE
 OTHER FOR THE MEP INSPECTORS OTHER PLANS YOU WISH TO
 PRINT MAYBE IN BLACK & WHITE..
 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 110.3.7 THRESHOLD
 BUILDINGS, GUIDELINES AND POLICIES FOR PROJECTS
 CONCERNING SPECIAL INSPECTORS.
  
 3G) PROVISO/ NOTICE ONLY. 110.3.7.4.3 ALL SHORING AND
 RESHORING PROCEDURES, PLANS AND DETAILS SHALL BE
 SUBMITTED TO THE ENFORCEMENT AGENCY FOR RECORDKEEPING.
 EACH SHORING AND RESHORING INSTALLATION SHALL BE
 SUPERVISED, INSPECTED AND CERTIFIED TO BE IN COMPLIANCE
 WITH THE SHORING DOCUMENTS BY THE CONTRACTOR.
  
 3H) PROVISO/ NOTICE ONLY. PLEASE CALL THE CITY OF WEST
 PALM BEACHS AUTOMATED TELEPHONE INSPECTIONS LINE (561)
 805-6700) FOR ALL BUILDING INSPECTIONS FOR AUDITING OF
 JOBSITE INSPECTIONS WITHOUT THIS THE PERMIT EXPIRES IN
 6 MONTHS, ABANDONMENT OF JOB, NO INSPECTION ACTIVITY.
  
 3I) PROVISO/ NOTICE ONLY. 109.3.6 THRESHOLD BUILDINGS,
 OPERATING GUIDELINES FOR THRESHOLD INSPECTORS #26.
 ASSURE THAT THE DESIGNER HAS REQUIRED ON THE PLANS OR
 SPECIFICATIONS ONE MATERIAL, APPROVED FOR FIRE STOPPING
 PENETRATIONS, FOR WALLS AND CEILINGS.
  
 4) PROVISO. THIS PROPERTY IS LOCATED IN A AE FLOOD
 ZONE. THE BASE FLOOD ELEVATION IS 12.7 FT. NAVD 88 PLUS
 2 FEET OR A FINISH FLOOR ELEVATION MINIMUM OF 14.77
 NAVD 88.
 ARTICLE XVII ORDINANCES ARTICLE XVII FLOOD PREVENTION &
 CONTROL
 FBC BUILDING 1612 AND CITY OF WPB CODE OF SECTION
 94-546. STRUCTURE IS LOCATED IN AN "A" FLOOD ZONE. A
 FLOOD ELEVATION CERTIFICATE WILL BE REQUIRED. PLEASE
 REVIEW CITY ORDINANCE FOR THE CITY REQUIREMENTS
 AFTER OCT. 11/ 2017 AN ADDITIONAL ONE FOOT OF FREE
 BOARD WILL BE REQUIRED OR (2) FEET ABOVE BASE FLOOD.
  
 DURING THE PERMITTING OF THIS STRUCTURE THERE WILL BE
 REQUIRED (3) DIFFERENT FLOOD ZONE CERTIFICATES
 REQUIRED:
 4) (1) A FLOOD ZONE CERTIFICATE IS REQUIRED AS PART OF
 THE PLAN REVIEW DOCUMENTS WITH THE PROPOSED FINISH
 FLOOR HEIGHT. W. P. B. ADMINISTRATIVE CODE 107.3.5.1.1
 BUILDING MINIMUM PLAN REVIEW CRITERIA FOR COMMERCIAL
 BUILDINGS. ( 8) FLOOD REQUIREMENTS ELEVATIONS,
 ENCLOSURES, FLOOD DAMAGE-RESISTANT MATERIALS.
  
 4) (2) ONCE THE FIRST FLOOR SLAB IS POURED THE 2ND
 ELEVATION CERTIFICATE IS REQUIRED. W. P. B.
 ADMINISTRATIVE CODE 110.3 REQUIRED INSPECTIONS 1.2
 FLOOR/ SLAB INSPECTION. IN FLOOD HAZARD AREAS, UPON
 PLACEMENT OF THE LOWEST FLOOR, INCLUDING BASEMENT, AND
 PRIOR TO FURTHER VERTICAL CONSTRUCTION, THE ELEVATION
 CERTIFICATION, REQUIRED IN SECTION 1612.5, SHALL BE
 SUBMITTED TO THE BUILDING OFFICIAL.
  
 4) (3) BEFORE THE ISSUANCE OF A CERTIFICATE OF
 OCCUPANCY OR A CERTIFICATE OF COMPLETION THE 3RD FLOOD
 ZONE CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL
 EXTERIOR ATTENDANTS A/C PADS OR OTHER SLABS FOR
 GENERATORS.
 W. P. B. ADMINISTRATIVE CODE 110.3 REQUIRED INSPECTIONS
 (6) FINAL INSPECTION. TO BE MADE AFTER THE BUILDING IS
 COMPLETED AND READY FOR OCCUPANCY. 6.1. LOWEST FLOOR
 ELEVATION. IN FLOOD HAZARD AREAS, AS PART OF THE FINAL
 INSPECTION, A FINAL CERTIFICATION OF THE LOWEST FLOOR
 ELEVATION SHALL BE SUBMITTED TO THE AUTHORITY HAVING
 JURISDICTION.
 FEMA NEW FORM AVAILABLE JUNE 13/2016.
 OMB NO. 1660-0008
 EXPIRATION DATE: NOV. 30/2018
 HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM
  
 5) COMPLIED.
 5A) COMPLIED.
 5B) COMPLIED.
 5C) COMPLIED.
 5D) COMPLIED.
 5E) NOTICE ONLY. THE SOILS REPORT INDICATES THERE ARE
 TO BE 160 FOOT TALL POLES WITH NETTING TO CATCH THE
 GOLF BALLS. THE POLES AND NETTING ARE NOT PART OF THIS
 PERMIT AND WILL REQUIRE A SEPARATE PERMIT REVIEW AND
 ASSOCIATED FEES. IN THE ANALYSIS FOR THE POLES IT WILL
 NEED TO BE MADE CLEAR IF THE NETTING IS TO BE DROPPED
 WHEN A HIGH WIND EVENT WILL OCCUR. NOTE THIS ALSO NEEDS
 TO BE INCORPORATED INTO THE O & M MANUAL.
 1ST REVIEW. THIS REVIEW NO SOILS REPORTS WERE FOUND IN
 THE FILE FOLDER. 2014 FBC-B 1803.5.2 QUESTIONABLE SOIL.
 WHERE THE CLASSIFICATION, STRENGTH OR COMPRESSIBILITY
 OF THE SOIL IS IN DOUBT OR WHERE A LOAD-BEARING VALUE
 SUPERIOR TO THAT SPECIFIED IN THIS CODE IS CLAIMED, THE
 BUILDING OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A
 GEOTECHNICAL INVESTIGATION BE CONDUCTED.
  
 6A-D) COMPLIED.
  
 7A-G) COMPLIED.
  
 8A-H) COMPLIED. 004- LS-01 LIFE SAFETY PLAN.
 NEW COMMENTS.
 1) FBC 1014.3 SHOW THE COMMON PATHS OF EGRESS TRAVEL
 AND THEIR DISTANCES ON THE LIFE SAFETY PLANS.
 2) ON SHEET 004-LS-01, CLARIFY THE 68" CLEAR DOOR
 LISTED IN THE EXIT CAPACITY SUMMARY AT LEVEL 2 FOR
 STAIR #3. FBC 107.2.1
 3) REVISE THE NOTES FOR THE DOORS ON THE HOLD OPEN
 DEVICES AT STAIR #3. THESE DOORS SHOULD BE OPENABLE
 FROM THE PANTRY SIDE AND SHOULD BE USED AS EXIT EGRESS
 DOORS FROM THOSE AREAS. THE ONLY OPENINGS INTO EXIT
 ACCESS STAIRWAYS ENCLOSURE ARE THOSE NECESSARY FOR THE
 PURPOSE OF THE STAIRWAY. FBC 1009.3.1.4.1 THE FIRE
 DEPARTMENT DOES NOT WANT THESE DOORS TO BE OPENABLE
 FROM THE STAIRWAY SIDE.
 4) THE EXIT SIGN ON THE GROUND FLOOR DIRECTING THE
 GROUND FLOOR OCCUPANTS INTO STAIR #4 SHOULD BE REMOVED.
 THE OCCUPANTS OF THE FIRST FLOOR WILL USE THE EXIT DOOR
 THAT OPENS TO THE EXTERIOR OF THE BUILDING. THE
 OCCUPANTS FROM THE SECOND AND THIRD LEVELS USING STAIR
 #3 WILL USE THIS SAME DOOR TO EXIT THE BUILDING.
 OTHERWISE, THE OCCUPANTS OF THE UPPER LEVELS MAY
 ATTEMPT TO EXIT THROUGH STAIR #4 AND CONVERGE WITH THE
 OCCUPANTS USING THIS STAIR.
 5) THE LIFE SAFETY PLAN ON SHEET 004-LS-01 DOES NOT
 SHOW THE FIRE RATED WALLS ON ALL SIDES OF STAIR #S 1
 AND 4, AS THEY ARE ON SHEETS 206-A2-01-A AND
 206-A2-01-B. CLARIFY.
  
 9) 004- LS-01 LIFE SAFETY PLAN AND FURNITURE PLANS.
 NEITHER OF THESE PLANS SHOW COMPLIANCE WITH THE
 ACCESSIBILITY CODE:
 NEW COMMENTS. THE ADA BAR AREA IS NOT IDENTIFIED AT THE
 UPPER LEVEL BAR ONT SHEET 210-A2-01-B. PROVIDE
 DIMENSIONS ON THE BAR ELEVATION DRAWINGS TO SHOW THAT
 ADA PORTIONS OF THE BARS ARE IN COMPLIANCE AND SHOW THE
 CLEAR FLOOR SPACE AT THE BARS AND ANY FIXED SEATING.
  
 9A) 2ND REQUEST. 226.1 WHERE DINING SURFACES ARE
 PROVIDED FOR THE CONSUMPTION OF FOOD OR DRINK, AT LEAST
 5 PERCENT OF THE SEATING SPACES AND STANDING SPACES AT
 THE DINING SURFACES SHALL COMPLY WITH 902.
  
 9B) 2ND REQUEST. 226.2 DISPERSION. DINING SURFACES AND
 WORK SURFACES REQUIRED TO COMPLY WITH 902 SHALL BE
 DISPERSED THROUGHOUT THE SPACE OR FACILITY CONTAINING
 DINING SURFACES AND WORK SURFACES.
  
 9C) 2ND REQUEST. SEMI-COMPLIED. THE PLANS DO SHOW A
 DROPPED PORTION OF THE BARS FOR ACCESSIBLE DRINKING
 AREA.
 NEW COMMENTS. PROVIDE DIMENSIONS ON THE BAR ELEVATION
 DRAWINGS TO SHOW THAT ADA PORTIONS OF THE BARS ARE IN
 COMPLIANCE AND SHOW THE CLEAR FLOOR SPACE AT THE BARS
 AND ANY FIXED SEATING.
  
 1ST ROUND COMMENT. 902.1 .DINING SURFACES AND WORK
 SURFACES SHALL COMPLY WITH 902.2 AND 902.3. ADVISORY
 902.1 GENERAL. DINING SURFACES INCLUDE, BUT ARE NOT
 LIMITED TO, BARS, TABLES, LUNCH COUNTERS, AND BOOTHS.
 9C)(1) 902.2 CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR
 SPACE COMPLYING WITH 305 POSITIONED FOR A FORWARD
 APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE
 COMPLYING WITH 306 SHALL BE PROVIDED.
 9C)(2) 902.3 HEIGHT. THE TOPS OF DINING SURFACES AND
 WORK SURFACES SHALL BE 28 INCHES MINIMUM AND 34 INCHES
 MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
  
 10A-E) COMPLIED.
  
 10E) COMPLIED. 206.2.15 GOLF FACILITIES.
  
 11A-C)COMPLIED. EMERGENCY OVER FLOW SCUPPERS &
 SECONDARY (EMERGENCY OVERFLOW) DRAINS OR SCUPPERS.
  
 12-23) BUILDING PROVISO: THE DESIGNER OF RECORD WISHES
 TO DEFER THE PRODUCT APPROVALS UNTIL AFTER PERMIT
 ISSUANCE. SEE THE COVERSHEET 003-CS-1.
 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.
  
 2014 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
 (G) PRE-ENGINEERED A/C STANDS
  
 24) IMPACT FEES. BEFORE A PERMIT TO CONSTRUCT, MAY BE
 ISSUED, IMPACT FEES MUST BE PAID TO PALM BEACH COUNTY.
 ONE SET OF PLANS WILL HAVE TO BE TAKEN (BY THE
 CONTRACTOR OR REPRESENTATIVE) TO THE PALM BEACH COUNTY
 IMPACT FEE OFFICE LOCATED AT 2300 N. JOG RD. ROOMS
 2W01-2W14 WEST PALM BEACH, FL. THE ACTUAL PERMIT SET OF
 PLANS MUST BE STAMPED BY THAT OFFICE, AND A COPY OF THE
 PAID RECEIPT ATTACHED TO THE PERMIT APPLICATION. PLEASE
 CALL (561)233-5025 FOR MORE INFORMATION.
  
 25) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2018-03-29 Cont ID  
Sent By rmcdouga Date 2018-03-29 Time 16:57 Rev Time 0.00
Received By jwitmer Date 2018-03-28 Time 09:52 Sent To  
Notes
2018-04-06 15:12:28E-MAIL SENT TO MR. FRED HENDERSON 04/06/2018 03:11 PM
 630 K ATTACHMENT
 APRIL 06/2018
 W. P. B. DRIVE SHACK
 ADDRESS 1600 BELVEDERE RD.
 PERMIT: 17120261
  
 TO: MR. FRED HENDERSON,
  
 THE CITY IS IN RECEIPT OF THE SUBMITTED THRESHOLD
 INSPECTION PLAN. THE CITY HAS REVIEWED YOUR THRESHOLD
 INSPECTION PLAN AND FOUND EVERYTHING IN THE THRESHOLD
 INSPECTION PLAN AS WELL AS IN THE STRUCTURAL PLANS
 REFERS BACK TO SECTIONS 1704 AND OR 1705 OF THE IBC.
 PLEASE NOTE UNDER THE 2014 OR THE 2017 FBC-B THESE
 SECTIONS ARE RESERVED. FLORIDA STATUTE 553.79(5) STATES
 THE STRUCTURAL INSPECTION PLAN MUST BE SUBMITTED TO AND
 APPROVED BY THE ENFORCING AGENCY BEFORE THE ISSUANCE OF
 A BUILDING PERMIT FOR THE CONSTRUCTION OF A THRESHOLD
 BUILDING. WE HAVE HAD THE BUILDING OFFICIAL AND ONE OF
 OUR ASSISTANT BUILDING OFFICIALS LOOK AT THE SUBMITTED
 DOCUMENT AND FOUND IT LACKING. THE PURPOSE OF THE
 STRUCTURAL INSPECTION PLAN IS TO PROVIDE SPECIFIC
 INSPECTION PROCEDURES AND SCHEDULES SO THAT THE
 BUILDING CAN BE ADEQUATELY INSPECTED FOR COMPLIANCE
 WITH THE PERMITTED DOCUMENTS.
  
 PLEASE REFER TO THE THRESHOLD INSPECTION PLAN THAT HAS
 BEEN SUBMITTED TO THE CITY AND APPROVED. THE ONLY THING
 THAT WE WOULD RECOMMEND IN REGARDS TO A THRESHOLD
 INSPECTION PLAN WE WOULD PREFER TO ALSO HAVE THE
 BUILDING TYPE, OCCUPANCY AND USE, STORIES OF BUILDING
 AND IF FIRE SPRINKLERED.
  
 SEE THE NEXT SHEET FOR A SAMPLE OF A THRESHOLD
 INSPECTION PLAN.
  
 THRESHOLD INSPECTION . PDF
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
2018-03-29 16:57:142ND REVIEW / 2014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17120261
 ADD: 1600 BELVEDERE RD.
 CONT: TBD/ TO BE DETERMINED
 TEL: NOT GIVEN ON PERMIT APPLICATION
 E-MAIL: NOT GIVEN ON THE PERMIT APPLICATION
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2ND REVIEW
 DATE: WED.-THURS. MARCH 28-29/2018
 ACTION: DENIED
  
 1) PROVISO: 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]
  
 2) 2ND ROUND COMMENT. WE HAVE CALCULATED THE VALUE OF
 THE BUILDING USING THE ICC TABLES FROM AUGUST 01/2017.
 THERE IS NO A5 CLASS IN THE TABLES; THE CLOSEST USE IS
 A4 ARENAS.
 68,885.0 SQ. FT.
 X 190.84 BUILDING TYPE II-B
 $13,146,013.00 IN VALUE CALCULATED VALUE
 PLEASE PROVIDE AN ITEMIZED LIST OF THE SUB-PERMITS NOT
 COVERED UNDER THE MAIN PERMIT AND DEDUCT THERE VALUE
 FROM THE OVERALL CALCULATED VALUE OF THE BUILDING. THIS
 WILL BECOME THE NEW ADJUSTED VALUE OF THE BUILDING
 PERMIT.
 THIS MAIN BUILDING PERMIT WILL INCLUDE THE FEES FOR THE
 MECHANICAL, ELECTRICAL, PLUMBING & ROOFING PERMITS.
 WHEN THE GENERAL CONTRACTOR COMES IN FOR A BUILDING
 PERMIT WITH THE SIGNED PERMIT APPLICATION FORM BY THE
 QUALIFIER AND OWNER AND BRINGS IN THE LISTED
 SUB-PERMITS M-E-P & ROOFING PERMITS SIGNED BY THE
 QUALIFIER OF EACH COMPANY, THEIR INSURANCES AND
 LICENSURE UP TO DATE, THE M-E-P AND ROOFING PERMITS ARE
 FREE OF CHARGE. IF THE M-E-P & ROOFING PERMITS COME IN
 LATER THERE WILL BE AN $80.00 ADMINISTRATIVE FEE FOR
 EACH PERMIT.
 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 PERMIT
  
 1ST ROUND OF COMMENTS. 108.3* BUILDING PERMIT
 VALUATION. PLEASE NOTE THE BUILDING VALUATION SEEMS A
 LITTLE LOW. THE CODE SUMMARY SHEET CS-1 UNDER THE
 HEADING BUILDING DATA LIST THE SQUARE FOOTAGE PER FLOOR
 BUT NOT THE SQUARE FOOTAGE PER OCCUPANCY TYPE. THE ICC
 EVALUATION TABLES USES BUILDING TYPE, OCCUPANCY TYPE
 AND SQUARE FOOTAGE TO DETERMINE THE VALUATION OF THE
 BUILDING.
 IF, IN THE OPINION OF THE BUILDING OFFICIAL, THE
 CLAIMED VALUATION OF BUILDING, ALTERATION, STRUCTURE,
 ELECTRICAL, GAS, MECHANICAL, OR PLUMBING SYSTEMS
 APPEARS TO BE UNDER ESTIMATED ON THE APPLICATION, THE
 PERMIT SHALL BE DENIED. FOR PERMITTING PURPOSES,
 VALUATION OF BUILDINGS AND SYSTEMS SHALL BE TOTAL
 REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND
 SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE
 STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR
 FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR
 BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING
 COST, OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE.
 VALUATION REFERENCES MAY INCLUDE THE LATEST PUBLISHED
 DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES
 (MARSHALL-SWIFT, MEANS, ETC.) WITH REGIONAL ADJUSTMENTS
 FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE
 CONGRESS.
 THIS MAIN BUILDING PERMIT WILL INCLUDE THE FEES FOR THE
 MECHANICAL, ELECTRICAL, PLUMBING & ROOFING PERMITS.
 WHEN THE GENERAL CONTRACTOR COMES IN FOR A BUILDING
 PERMIT WITH THE SIGNED PERMIT APPLICATION FORM BY THE
 QUALIFIER AND OWNER AND BRINGS IN THE LISTED
 SUB-PERMITS M-E-P & ROOFING PERMITS SIGNED BY THE
 QUALIFIER OF EACH COMPANY, THEIR INSURANCES AND
 LICENSURE UP TO DATE, THE M-E-P AND ROOFING PERMITS ARE
 FREE OF CHARGE. IF THE M-E-P & ROOFING PERMITS COME IN
 LATER THERE WILL BE AN $80.00 ADMINISTRATIVE FEE FOR
 EACH PERMIT.
 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 PERMIT
  
 3) THIS BUILDING IS TO BE CONSIDERED A THRESHOLD
 BUILDING BY DEFINITION. THRESHOLD BUILDING / FL S. S.
 553.71(7) ?THRESHOLD BUILDING" MEANING ANY BUILDING
 WHICH IS GREATER THAN (3) STORIES OR 50 FT. IN HEIGHT,
 OR WHICH HAS AN ASSEMBLY OCCUPANCY CLASSIFICATION AS
 DENIED IN THE FLORIDA BUILDING CODE WHICH EXCEEDS 5,000
 SQ. FT. IN AREA AND AN OCCUPANT CONTENT OF GREATER THAN
 500 PERSONS.
  
 3A) 2ND REQUEST. 109.3.6.1 THRESHOLD INSPECTION PLAN.
 THE ENFORCING AGENCY SHALL REQUIRE A (WRITTEN/ TYPED)
 SPECIAL INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON
 A THRESHOLD BUILDING PURSUANT TO A STRUCTURAL
 INSPECTION PLAN PREPARED BY THE ENGINEER OF RECORD. THE
 STRUCTURAL INSPECTION PLAN MUST BE SUBMITTED TO THE
 ENFORCING AGENCY PRIOR TO THE ISSUANCE OF A BUILDING
 PERMIT FOR THE CONSTRUCTION OF A THRESHOLD BUILDING.
 THE PURPOSE OF THE STRUCTURAL INSPECTION PLAN IS TO
 PROVIDE SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO
 THAT THE BUILDING CAN BE ADEQUATELY INSPECTED FOR
 COMPLIANCE WITH THE PERMITTED DOCUMENTS.
  
 3B) 2ND REQUEST. THRESHOLD INSPECTOR: WPB AMENDMENT
 109.3.6.2 W.P.B. CONSTRUCTION SERVICES DEPARTMENT
 REQUEST FOR THRESHOLD BUILDINGS A SPECIAL INSPECTOR AS
 REQUIRED BY FL S 553.79(5) FLORIDA STATUTES TO THE
 MINIMUM INSPECTIONS REQUIRED BY THIS CODE. THE
 THRESHOLD INSPECTION FORMS ARE REQUIRED TO BE FILED OUT
 BY ALL PARTIES WITH INTEREST, NOTARIZED AND RETURNED TO
 THIS OFFICE, AND REVIEWED AND APPROVED BEFORE PERMIT
 ISSUANCE WILL TAKE PLACE.
  
 FORMS WERE E-MAILED TO: [email protected] 1/24/2018
 2:30PM.
  
  
 3C) COMPLIED. W.P.B. AMENDMENT 110.3.7.4.4 . 633
 FLORIDA STATUTE.
  
 3D)SEMI-COMPLIED. IN THE DOCUMENT FILE DOCUMENTS HAD
 BEEN UPLOADED FOR DONALD G BELLAMY, JR. P. E. , S. I.
 FOR LICENSING AND RESUME (UNIVERSAL ENGINEERING
 SERVICES, INC.). WHAT WE DID NOT SEE WERE HIS DESIGNEES
 LICENSED UNDER PART XII OF CHAPTER 468, FLORIDA
 STATUTES AND THEIR RESUMES. 110.3.7.6 THE BUILDING
 DEPARTMENT MAY ALLOW A SPECIAL INSPECTOR TO CONDUCT THE
 MINIMUM STRUCTURAL INSPECTION OF THRESHOLD BUILDINGS
 REQUIRED BY THIS CODE, SECTION 553.73, FLORIDA
 STATUTES, WITHOUT DUPLICATIVE INSPECTION BY THE
 BUILDING DEPARTMENT. THE BUILDING
 OFFICIAL IS RESPONSIBLE FOR ENSURING THAT ANY PERSON
 CONDUCTING INSPECTIONS IS QUALIFIED AS A BUILDING
 INSPECTOR UNDER PART XII OF CHAPTER 468, FLORIDA
 STATUTES, OR CERTIFIED AS A SPECIAL INSPECTOR UNDER
 CHAPTER 471 OR 481, FLORIDA STATUTES. INSPECTIONS OF
 THRESHOLD BUILDINGS REQUIRED BY SECTION 553.79(5),
 FLORIDA STATUTES, ARE IN ADDITION TO THE MINIMUM
 INSPECTIONS REQUIRED BY THIS CODE.
  
 1ST ROUND OF COMMENTS. FOR THE SPECIAL 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.
  
 3E) 2ND REQUEST. THE CONTRACTOR WILL PRODUCE A JOB
 SUMMARY OR HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 3F) NOTICE ONLY: FOR DIGITAL PLANS, AFTER PERMIT
 ISSUANCE, PLEASE E-MAIL THE PERMIT LIBRARIAN OF THE
 PERMIT BEING ISSUED, THE PERMIT LIBRARIAN WILL THEN
 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 THRESHOLD INSPECTOR, THE
 OTHER FOR THE MEP INSPECTORS OTHER PLANS YOU WISH TO
 PRINT MAYBE IN BLACK & WHITE..
 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 110.3.7 THRESHOLD
 BUILDINGS, GUIDELINES AND POLICIES FOR PROJECTS
 CONCERNING SPECIAL INSPECTORS.
  
 3G) PROVISO/ NOTICE ONLY. 110.3.7.4.3 ALL SHORING AND
 RESHORING PROCEDURES, PLANS AND DETAILS SHALL BE
 SUBMITTED TO THE ENFORCEMENT AGENCY FOR RECORDKEEPING.
 EACH SHORING AND RESHORING INSTALLATION SHALL BE
 SUPERVISED, INSPECTED AND CERTIFIED TO BE IN COMPLIANCE
 WITH THE SHORING DOCUMENTS BY THE CONTRACTOR.
  
 3H) PROVISO/ NOTICE ONLY. PLEASE CALL THE CITY OF WEST
 PALM BEACHS AUTOMATED TELEPHONE INSPECTIONS LINE (561)
 805-6700) FOR ALL BUILDING INSPECTIONS FOR AUDITING OF
 JOBSITE INSPECTIONS WITHOUT THIS THE PERMIT EXPIRES IN
 6 MONTHS, ABANDONMENT OF JOB, NO INSPECTION ACTIVITY.
  
 3I) PROVISO/ NOTICE ONLY. 109.3.6 THRESHOLD BUILDINGS,
 OPERATING GUIDELINES FOR THRESHOLD INSPECTORS #26.
 ASSURE THAT THE DESIGNER HAS REQUIRED ON THE PLANS OR
 SPECIFICATIONS ONE MATERIAL, APPROVED FOR FIRE STOPPING
 PENETRATIONS, FOR WALLS AND CEILINGS.
  
 4) 2ND REQUEST. THIS PROPERTY IS LOCATED IN A AE FLOOD
 ZONE. THE BASE FLOOD ELEVATION IS 12.7 FT. NAVD 88 PLUS
 2 FEET OR A FINISH FLOOR ELEVATION MINIMUM OF 14.77
 NAVD 88.
 ARTICLE XVII ORDINANCES ARTICLE XVII FLOOD PREVENTION &
 CONTROL
 FBC BUILDING 1612 AND CITY OF WPB CODE OF SECTION
 94-546. STRUCTURE IS LOCATED IN AN "A" FLOOD ZONE. A
 FLOOD ELEVATION CERTIFICATE WILL BE REQUIRED. PLEASE
 REVIEW CITY ORDINANCE FOR THE CITY REQUIREMENTS
 AFTER OCT. 11/ 2017 AN ADDITIONAL ONE FOOT OF FREE
 BOARD WILL BE REQUIRED OR (2) FEET ABOVE BASE FLOOD.
  
 DURING THE PERMITTING OF THIS STRUCTURE THERE WILL BE
 REQUIRED (3) DIFFERENT FLOOD ZONE CERTIFICATES
 REQUIRED:
 4) (1) A FLOOD ZONE CERTIFICATE IS REQUIRED AS PART OF
 THE PLAN REVIEW DOCUMENTS WITH THE PROPOSED FINISH
 FLOOR HEIGHT. W. P. B. ADMINISTRATIVE CODE 107.3.5.1.1
 BUILDING MINIMUM PLAN REVIEW CRITERIA FOR COMMERCIAL
 BUILDINGS. ( 8) FLOOD REQUIREMENTS ELEVATIONS,
 ENCLOSURES, FLOOD DAMAGE-RESISTANT MATERIALS.
  
 4) (2) ONCE THE FIRST FLOOR SLAB IS POURED THE 2ND
 ELEVATION CERTIFICATE IS REQUIRED. W. P. B.
 ADMINISTRATIVE CODE 110.3 REQUIRED INSPECTIONS 1.2
 FLOOR/ SLAB INSPECTION. IN FLOOD HAZARD AREAS, UPON
 PLACEMENT OF THE LOWEST FLOOR, INCLUDING BASEMENT, AND
 PRIOR TO FURTHER VERTICAL CONSTRUCTION, THE ELEVATION
 CERTIFICATION, REQUIRED IN SECTION 1612.5, SHALL BE
 SUBMITTED TO THE BUILDING OFFICIAL.
  
 4) (3) BEFORE THE ISSUANCE OF A CERTIFICATE OF
 OCCUPANCY OR A CERTIFICATE OF COMPLETION THE 3RD FLOOD
 ZONE CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL
 EXTERIOR ATTENDANTS A/C PADS OR OTHER SLABS FOR
 GENERATORS.
 W. P. B. ADMINISTRATIVE CODE 110.3 REQUIRED INSPECTIONS
 (6) FINAL INSPECTION. TO BE MADE AFTER THE BUILDING IS
 COMPLETED AND READY FOR OCCUPANCY. 6.1. LOWEST FLOOR
 ELEVATION. IN FLOOD HAZARD AREAS, AS PART OF THE FINAL
 INSPECTION, A FINAL CERTIFICATION OF THE LOWEST FLOOR
 ELEVATION SHALL BE SUBMITTED TO THE AUTHORITY HAVING
 JURISDICTION.
 FEMA NEW FORM AVAILABLE JUNE 13/2016.
 OMB NO. 1660-0008
 EXPIRATION DATE: NOV. 30/2018
 HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM
  
 5) 2ND REVIEW. SOILS REPORT BY ESC FLORIDA, LLC. JOSE
 N. GOMEZ P. E. D.GE SEAL AND COPIED SIGNATURE AND DATE
 ARE ON PAGE 2 OF THE REPORT. WILL NEED TO SEND (1)
 ORIGINAL PAPER SOILS REPORT, IT WILL BE KEPT WITH OTHER
 PAPER DOCUMENTS FOR SEAL AND SIGNATURE PURPOSES OR SHOW
 COMPLIANCE WITH:
 FLORIDA ADMINISTRATIVE CODE 61G15-23.005 (3)(C) A
 SCANNED, FACSIMILE, DIGITALLY CREATED OR COPIED IMAGE
 OF THE LICENSEE?S SIGNATURE SHALL NOT BE USED ON
 ELECTRONICALLY SIGNED AND SEALED ENGINEERING PLANS,
 SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS.
 61G15-23.002(2)(B) FL. ADMIN. CODE. A COVER SHEET WITH
 LISTED PAGES OR INDEX SHEET FOR ENGINEERING
 SPECIFICATIONS MAY BE USED AND THAT SHEET MUST BE
 SIGNED IN RESPONSIBLE CHARGE OF THE PRODUCTION &
 PREPARATION OF EACH SECTION OF THE ENGINEERING
 SPECIFICATION WITH SUFFICIENT INFORMATION ON THE COVER
 SHEET OR INDEX LISTING HOW MANY PAGES ARE COVERED UNDER
 THE COVER SHEET OR INDEX SHEET.
  
 5A) WITHIN THE SOILS REPORT ON PAGE 11 TABLE 5.1.1.1
 FOUNDATION DESIGN THE TABLE LIST A NET ALLOWABLE
 BEARING PRESSURE OF 3,000 PSF FOR BOTH COLUMN AND WALL
 FOOTINGS. THE TABLE ALSO LIST A MINIMUM FOOTING
 EMBEDMENT DEPTH (BELOW SLAB OR FINISH GRADE) OF 48
 INCHES FOR BOTH COLUMN AND WALL FOOTINGS. THE QUESTION
 IS HAS THE STRUCTURAL ENGINEER OF RECORD REVIEWED THESE
 RECOMMENDATIONS? OR IS THERE OTHER REASONS THEY ARE NOT
 OF CONCERN AS OF FROST LINE PER 2014 FBC-B 1809.5 FROST
 PROTECTION? 107.2.1.3 ADDITIONAL INFORMATION IS
 REQUIRED.
  
 SHEET 309-S2-01A NOTE 3 2 INDICATES THE TOP OF
 FOUNDATION ELEVATION IS (-) 2 FEET UNLESS OTHERWISE
 NOTED.
 SHEET 320-S4-11 UNDER THE FOOTING SCHEDULE LIST
 FOOTINGS F1-F7. FOOTINGS F4,F5, & F6 WILL ALWAYS COMPLY
 WITH THE 4 FOOT FOOTING DEPTH. FOOTINGS F1, F2, F3, &
 F7 WILL ALL BE ABOVE THE REQUIRED 4 FOOT DEPTH.
  
 5B) IN REVIEWING FOR THE FOOTING DEPTHS ON SHEET
 309-S2-01A NOTE # 1 INDICATES THE CIVIL DRAWINGS
 ELEVATION OF 182.00 FEET. PLEASE CORRECT THE ELEVATION,
 THIS PROJECT IS IN AN A FLOOD ZONE.
  
 5C) IN REVIEWING FOR THE FOOTING DEPTHS ON SHEET
 309-S2-01A THERE IS A NOTE BY GRID LINES 22/C.8 FOR
 VERTICAL REBAR MISSING THE SIZE AND SPACING OF THE
 REBAR. 107.2.1.3. ADDITIONAL INFORMATION IS REQUIRED.
  
 5D) THE SOILS REPORT ON PAGES 10 & 11 HIGHLY RECOMMENDS
 CONDUCTING TEST PITS, AND OR OTHER GEOPHYSICAL
 TECHNIQUES TO DETERMINE THE PRESENCE OF AND DELINEATE
 THE EXTENTS OF BURIED CONCRETE, METALS, PLASTICS AND
 GLASS DEBRIS AT THE EASTERN PORTION OF THE SITE, AS
 THESE DELETERIOUS MATERIALS WILL NEED TO BE ADDRESSED
 DURING THE EARTHWORK OPERATIONS PRIOR TO START OF
 CONSTRUCTION. 107.2.1.3 ADDITIONAL INFORMATION IS
 REQUIRED, PLEASE PROVIDE A RESPONSE.
  
 5E) NOTICE ONLY. THE SOILS REPORT INDICATES THERE ARE
 TO BE 160 FOOT TALL POLES WITH NETTING TO CATCH THE
 GOLF BALLS. THE POLES AND NETTING ARE NOT PART OF THIS
 PERMIT AND WILL REQUIRE A SEPARATE PERMIT REVIEW AND
 ASSOCIATED FEES. IN THE ANALYSIS FOR THE POLES IT WILL
 NEED TO BE MADE CLEAR IF THE NETTING IS TO BE DROPPED
 WHEN A HIGH WIND EVENT WILL OCCUR. NOTE THIS ALSO NEEDS
 TO BE INCORPORATED INTO THE O & M MANUAL.
 1ST REVIEW. THIS REVIEW NO SOILS REPORTS WERE FOUND IN
 THE FILE FOLDER. 2014 FBC-B 1803.5.2 QUESTIONABLE SOIL.
 WHERE THE CLASSIFICATION, STRENGTH OR COMPRESSIBILITY
 OF THE SOIL IS IN DOUBT OR WHERE A LOAD-BEARING VALUE
 SUPERIOR TO THAT SPECIFIED IN THIS CODE IS CLAIMED, THE
 BUILDING OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A
 GEOTECHNICAL INVESTIGATION BE CONDUCTED.
  
 6A) 2ND REQUEST. RESPONSE INDICATES THE REQUEST FOR
 ALTERNATE MATERIALS, DESIGN AND METHODS OF CONSTRUCTION
 HAS ALREADY BEEN MADE TO ROBERT BROWN THE BUILDING
 OFFICIAL. I SPOKE WITH MR. BROWN YESTERDAY AND HE HAS
 NOT SEEN ANY WRITTEN REQUEST FOR COMPLIANCE THROUGH
 104.11 ALTERNATIVE MATERIALS, DESIGN AND METHODS OF
 CONSTRUCTION AND EQUIPMENT FOR NETTING TO COMPLY WITH
 FALL PROTECTION. IT IS IN PDF FORM UNDER THE PROJECT
 DOCS PROGRAM INFORMATION FOLDER.
  
 1ST ROUND OF COMMENTS. FALL PROTECTION PDF. ATTACHMENT
 1 HITTING BAY. UNDER THE 2014 FBC-B, THE CODE DOES NOT
 INCLUDE RAISED GOLFING PLATFORMS AS EXEMPT LOCATIONS TO
 THE REQUIREMENT FOR GUARDS AND OR GUARDRAILS SEE FBC-B
 1013.2 WHERE REQUIRED. I WOULD RECOMMEND THAT YOU
 SHOULD MAKE A WRITTEN REQUEST TO THE BUILDING OFFICIAL
 ROBERT BROWN REQUESTING THE FALL PROTECTION PDF TO BE
 CONSIDERED UNDER THE:
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION SECTION 104.11 ALTERNATIVE MATERIALS,
 DESIGN AND METHODS OF CONSTRUCTION AND EQUIPMENT. THE
 PROVISIONS OF THIS CODE ARE NOT INTENDED TO PREVENT THE
 INSTALLATION OF ANY MATERIAL OR TO PROHIBIT ANY DESIGN
 OR METHOD OF CONSTRUCTION NOT SPECIFICALLY PRESCRIBED
 BY THIS CODE, PROVIDED THAT
 ANY SUCH ALTERNATIVE HAS BEEN APPROVED. AN ALTERNATIVE
 MATERIAL, DESIGN OR METHOD OF CONSTRUCTION SHALL BE
 APPROVED WHERE THE BUILDING OFFICIAL FINDS THAT THE
 PROPOSED DESIGN IS SATISFACTORY AND COMPLIES WITH THE
 INTENT OF THE PROVISIONS OF THIS CODE, AND THAT THE
 MATERIAL, METHOD OR WORK OFFERED IS, FOR THE PURPOSE
 INTENDED, AT LEAST THE EQUIVALENT OF THAT PRESCRIBED IN
 THIS CODE IN QUALITY, STRENGTH, EFFECTIVENESS, FIRE
 RESISTANCE, DURABILITY AND SAFETY. WHEN ALTERNATE LIFE
 SAFETY SYSTEMS ARE DESIGNED, THE SFPE ENGINEERING GUIDE
 TO PERFORMANCE-BASED FIRE PROTECTION ANALYSIS AND
 DESIGN OF BUILDINGS, OR OTHER METHODS APPROVED BY THE
 BUILDING OFFICIAL MAY BE USED. THE BUILDING OFFICIAL
 SHALL REQUIRE THAT SUFFICIENT EVIDENCE OR PROOF BE
 SUBMITTED TO SUBSTANTIATE ANY CLAIM MADE REGARDING THE
 ALTERNATIVE.
  
 6B) 2ND REQUEST. RESPONSE INDICATES THE REQUEST FOR
 ALTERNATE MATERIALS, DESIGN AND METHODS OF CONSTRUCTION
 HAS ALREADY BEEN MADE TO ROBERT BROWN THE BUILDING
 OFFICIAL. I SPOKE WITH MR. BROWN YESTERDAY AND HE HAS
 NOT SEEN ANY WRITTEN REQUEST FOR COMPLIANCE THROUGH
 104.11 ALTERNATIVE MATERIALS, DESIGN AND METHODS OF
 CONSTRUCTION AND EQUIPMENT FOR NETTING TO COMPLY WITH
 FALL PROTECTION. IT IS IN PDF FORM UNDER THE PROJECT
 DOCS PROGRAM INFORMATION FOLDER.
 1ST ROUND OF COMMENTS. 104.11.1 RESEARCH REPORTS.
 SUPPORTING DATA, WHERE NECESSARY TO ASSIST IN THE
 APPROVAL OF MATERIALS OR ASSEMBLIES NOT SPECIFICALLY
 PROVIDED FOR IN THIS CODE, SHALL CONSIST OF VALID
 RESEARCH REPORTS FROM APPROVED SOURCES.
  
 6C) 2ND REQUEST. RESPONSE INDICATES THE REQUEST FOR
 ALTERNATE MATERIALS, DESIGN AND METHODS OF CONSTRUCTION
 HAS ALREADY BEEN MADE TO ROBERT BROWN THE BUILDING
 OFFICIAL. I SPOKE WITH MR. BROWN YESTERDAY AND HE HAS
 NOT SEEN ANY WRITTEN REQUEST FOR COMPLIANCE THROUGH
 104.11 ALTERNATIVE MATERIALS, DESIGN AND METHODS OF
 CONSTRUCTION AND EQUIPMENT FOR NETTING TO COMPLY WITH
 FALL PROTECTION. IT IS IN PDF FORM UNDER THE PROJECT
 DOCS PROGRAM INFORMATION FOLDER.
  
 1ST ROUND OF COMMENTS. 104.11.2 TESTS. WHENEVER THERE
 IS INSUFFICIENT EVIDENCE OF COMPLIANCE WITH THE
 PROVISIONS OF THIS CODE, OR EVIDENCE THAT A MATERIAL OR
 METHOD DOES NOT CONFORM TO THE REQUIREMENTS OF THIS
 CODE, OR IN ORDER TO SUBSTANTIATE CLAIMS FOR
 ALTERNATIVE MATERIALS OR METHODS, THE BUILDING
 OFFICIAL SHALL HAVE THE AUTHORITY TO REQUIRE TESTS AS
 EVIDENCE OF COMPLIANCE TO BE MADE AT NO
 EXPENSE TO THE JURISDICTION. TEST METHODS SHALL BE AS
 SPECIFIED IN THIS CODE OR BY OTHER
 RECOGNIZED TEST STANDARDS. IN THE ABSENCE OF RECOGNIZED
 AND ACCEPTED TEST METHODS, THE
 BUILDING OFFICIAL SHALL APPROVE THE TESTING PROCEDURES.
 TESTS SHALL BE PERFORMED BY AN APPROVED
 AGENCY. REPORTS OF SUCH TESTS SHALL BE RETAINED BY THE
 BUILDING OFFICIAL FOR THE PERIOD REQUIRED
 FOR RETENTION OF PUBLIC RECORDS.
  
 6D) 2ND REQUEST. RESPONSE INDICATES THE REQUEST FOR
 ALTERNATE MATERIALS, DESIGN AND METHODS OF CONSTRUCTION
 HAS ALREADY BEEN MADE TO ROBERT BROWN THE BUILDING
 OFFICIAL. I SPOKE WITH MR. BROWN YESTERDAY AND HE HAS
 NOT SEEN ANY WRITTEN REQUEST FOR COMPLIANCE THROUGH
 104.11 ALTERNATIVE MATERIALS, DESIGN AND METHODS OF
 CONSTRUCTION AND EQUIPMENT FOR NETTING TO COMPLY WITH
 FALL PROTECTION. IT IS IN PDF FORM UNDER THE PROJECT
 DOCS PROGRAM INFORMATION FOLDER.
 1ST ROUND OF COMMENTS. 104.11.3 ACCESSIBILITY.
 ALTERNATIVE DESIGNS AND TECHNOLOGIES FOR PROVIDING
 ACCESS TO AND USABILITY OF A FACILITY FOR PERSONS WITH
 DISABILITIES SHALL BE IN ACCORDANCE WITH PROVISIONS OF
 THE FLORIDA BUILDING CODE, ACCESSIBILITY.
  
 7) SHEET 003 CS-1 CODE SUMMARY:
  
 7A-C) COMPLIED.
  
 7D)SEMI- COMPLIED. HEADING: ACCESSIBLE PARKING
 REQUIREMENTS CHART. SIGNAGE IS REQUIRED FOR THE VAN
 ACCESSIBLE PARKING, EVEN THOUGH IT IS NOT IN A PARKING
 GARAGE, FOR EVERY 6 OR FRACTION THERE OF A VAN
 ACCESSIBLE SPACE NEEDS TO BE DECLARED WITH SIGNAGE.
  
 FBC-ACCESSIBILITY CODE: ADVISORY 208.2 MINIMUM NUMBER.
 THE TERM ?PARKING FACILITY? IS USED SECTION 208.2
 INSTEAD OF THE TERM ?PARKING LOT? SO THAT IT IS CLEAR
 THAT BOTH PARKING LOTS AND PARKING STRUCTURES ARE
 REQUIRED TO COMPLY WITH THIS SECTION.
 2014 FBC-ACCESSIBILITY CODE 502.6 IDENTIFICATION.
 PARKING SPACE IDENTIFICATION SIGNS SHALL INCLUDE THE
 INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH
 703.7.2.1. SIGNS IDENTIFYING VAN PARKING SPACES WHEN
 REQUIRED BY 502.2 SHALL CONTAIN THE DESIGNATION ?VAN
 ACCESSIBLE.?
  
  
  
 7E) COMPLIED. 9:30 AM. 3/30/3018. PRESSURES OK. PLEASE
 PROVIDE ALSO IN VASD SINCE THE PRODUCT APPROVALS ARE
 ALL IN VASD. THANK YOU WITH YOUR ANTICIPATED
 COOPERATION.
  
 7F-G) COMPLIED.
  
 8A-H) COMPLIED. 004- LS-01 LIFE SAFETY PLAN.
  
  
 9) 004- LS-01 LIFE SAFETY PLAN AND FURNITURE PLANS.
 NEITHER OF THESE PLANS SHOW COMPLIANCE WITH THE
 ACCESSIBILITY CODE:
 9A) 2ND REQUEST. 226.1 WHERE DINING SURFACES ARE
 PROVIDED FOR THE CONSUMPTION OF FOOD OR DRINK, AT LEAST
 5 PERCENT OF THE SEATING SPACES AND STANDING SPACES AT
 THE DINING SURFACES SHALL COMPLY WITH 902.
  
 9B) 2ND REQUEST. 226.2 DISPERSION. DINING SURFACES AND
 WORK SURFACES REQUIRED TO COMPLY WITH 902 SHALL BE
 DISPERSED THROUGHOUT THE SPACE OR FACILITY CONTAINING
 DINING SURFACES AND WORK SURFACES.
  
 9C)2ND REQUEST. SEMI-COMPLIED. THE PLANS DO SHOW A
 DROPPED PORTION OF THE BARS FOR ACCESSIBLE DRINKING
 AREA.
 1ST ROUND COMMENT. 902.1 .DINING SURFACES AND WORK
 SURFACES SHALL COMPLY WITH 902.2 AND 902.3. ADVISORY
 902.1 GENERAL. DINING SURFACES INCLUDE, BUT ARE NOT
 LIMITED TO, BARS, TABLES, LUNCH COUNTERS, AND BOOTHS.
 9C)(1) 902.2 CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR
 SPACE COMPLYING WITH 305 POSITIONED FOR A FORWARD
 APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE
 COMPLYING WITH 306 SHALL BE PROVIDED.
  
 9C)(2) 902.3 HEIGHT. THE TOPS OF DINING SURFACES AND
 WORK SURFACES SHALL BE 28 INCHES MINIMUM AND 34 INCHES
 MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
  
 10)COMPLIED.
 10A-C) COMPLIED.
  
 10D) SEE COMMENT 7D). 208.2.4 VAN PARKING SPACES. WHERE
 VAN PARKING IS PROVIDED PURSUANT TO SECTION 502.2, FOR
 EVERY SIX OR FRACTION OF SIX PARKING SPACES REQUIRED BY
 208.2 TO COMPLY WITH 502, AT LEAST ONE SHALL BE A VAN
 PARKING SPACE COMPLYING WITH 502.
  
 10E) COMPLIED. 206.2.15 GOLF FACILITIES.
  
 11A-C)COMPLIED. EMERGENCY OVER FLOW SCUPPERS &
 SECONDARY (EMERGENCY OVERFLOW) DRAINS OR SCUPPERS.
  
 12-23) BUILDING PROVISO: THE DESIGNER OF RECORD WISHES
 TO DEFER THE PRODUCT APPROVALS UNTIL AFTER PERMIT
 ISSUANCE. SEE THE COVERSHEET 003-CS-1.
 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.
  
 2014 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
 (G) PRE-ENGINEERED A/C STANDS
  
 24) IMPACT FEES. BEFORE A PERMIT TO CONSTRUCT, MAY BE
 ISSUED, IMPACT FEES MUST BE PAID TO PALM BEACH COUNTY.
 ONE SET OF PLANS WILL HAVE TO BE TAKEN (BY THE
 CONTRACTOR OR REPRESENTATIVE) TO THE PALM BEACH COUNTY
 IMPACT FEE OFFICE LOCATED AT 2300 N. JOG RD. ROOMS
 2W01-2W14 WEST PALM BEACH, FL. THE ACTUAL PERMIT SET OF
 PLANS MUST BE STAMPED BY THAT OFFICE, AND A COPY OF THE
 PAID RECEIPT ATTACHED TO THE PERMIT APPLICATION. PLEASE
 CALL (561)233-5025 FOR MORE INFORMATION.
  
 25) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2018-01-24 Cont ID  
Sent By rmcdouga Date 2018-01-24 Time 14:19 Rev Time 0.00
Received By jwitmer Date 2017-12-21 Time 07:42 Sent To  
Notes
2018-01-24 14:18:412014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17120261
 ADD: 1600 BELVEDERE RD.
 CONT: TBD/ TO BE DETERMINED
 TEL: NOT GIVEN ON PERMIT APPLICATION
 E-MAIL: NOT GIVEN ON THE PERMIT APPLICATION
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 1ST REVIEW
 DATE: WED. JAN. 24/2018
 ACTION: DENIED
  
 ART IN PUBLIC PLACES
 1) 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]
  
 2) 108.3* BUILDING PERMIT VALUATION. PLEASE NOTE THE
 BUILDING VALUATION SEEMS A LITTLE LOW. THE CODE SUMMARY
 SHEET CS-1 UNDER THE HEADING BUILDING DATA LIST THE
 SQUARE FOOTAGE PER FLOOR BUT NOT THE SQUARE FOOTAGE PER
 OCCUPANCY TYPE. THE ICC EVALUATION TABLES USES BUILDING
 TYPE, OCCUPANCY TYPE AND SQUARE FOOTAGE TO DETERMINE
 THE VALUATION OF THE BUILDING.
 IF, IN THE OPINION OF THE BUILDING OFFICIAL, THE
 CLAIMED VALUATION OF BUILDING, ALTERATION, STRUCTURE,
 ELECTRICAL, GAS, MECHANICAL, OR PLUMBING SYSTEMS
 APPEARS TO BE UNDER ESTIMATED ON THE APPLICATION, THE
 PERMIT SHALL BE DENIED. FOR PERMITTING PURPOSES,
 VALUATION OF BUILDINGS AND SYSTEMS SHALL BE TOTAL
 REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND
 SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE
 STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR
 FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR
 BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING
 COST, OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE.
 VALUATION REFERENCES MAY INCLUDE THE LATEST PUBLISHED
 DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES
 (MARSHALL-SWIFT, MEANS, ETC.) WITH REGIONAL ADJUSTMENTS
 FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE
 CONGRESS.
 THIS MAIN BUILDING PERMIT WILL INCLUDE THE FEES FOR THE
 MECHANICAL, ELECTRICAL, PLUMBING & ROOFING PERMITS.
 WHEN THE GENERAL CONTRACTOR COMES IN FOR A BUILDING
 PERMIT WITH THE SIGNED PERMIT APPLICATION FORM BY THE
 QUALIFIER AND OWNER AND BRINGS IN THE LISTED
 SUB-PERMITS M-E-P & ROOFING PERMITS SIGNED BY THE
 QUALIFIER OF EACH COMPANY, THEIR INSURANCES AND
 LICENSURE UP TO DATE, THE M-E-P AND ROOFING PERMITS ARE
 FREE OF CHARGE. IF THE M-E-P & ROOFING PERMITS COME IN
 LATER THERE WILL BE AN $80.00 ADMINISTRATIVE FEE FOR
 EACH PERMIT.
 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 PERMIT
  
 3) THIS BUILDING IS TO BE CONSIDERED A THRESHOLD
 BUILDING BY DEFINITION. THRESHOLD BUILDING / FL S. S.
 553.71(7) ?THRESHOLD BUILDING" MEANING ANY BUILDING
 WHICH IS GREATER THAN (3) STORIES OR 50 FT. IN HEIGHT,
 OR WHICH HAS AN ASSEMBLY OCCUPANCY CLASSIFICATION AS
 DENIED IN THE FLORIDA BUILDING CODE WHICH EXCEEDS 5,000
 SQ. FT. IN AREA AND AN OCCUPANT CONTENT OF GREATER THAN
 500 PERSONS.
  
 3A) 109.3.6.1 THRESHOLD INSPECTION PLAN. THE ENFORCING
 AGENCY SHALL REQUIRE A (WRITTEN/ TYPED) SPECIAL
 INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON A
 THRESHOLD BUILDING PURSUANT TO A STRUCTURAL INSPECTION
 PLAN PREPARED BY THE ENGINEER OF RECORD. THE STRUCTURAL
 INSPECTION PLAN MUST BE SUBMITTED TO THE ENFORCING
 AGENCY PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR
 THE CONSTRUCTION OF A THRESHOLD BUILDING. THE PURPOSE
 OF THE STRUCTURAL INSPECTION PLAN IS TO PROVIDE
 SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO THAT
 THE BUILDING CAN BE ADEQUATELY INSPECTED FOR COMPLIANCE
 WITH THE PERMITTED DOCUMENTS.
  
 3B) THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B.
 CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD
 BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY FL S
 553.79(5) FLORIDA STATUTES TO THE MINIMUM INSPECTIONS
 REQUIRED BY THIS CODE. THE THRESHOLD INSPECTION FORMS
 ARE REQUIRED TO BE FILED OUT BY ALL PARTIES WITH
 INTEREST, NOTARIZED AND RETURNED TO THIS OFFICE, AND
 REVIEWED AND APPROVED BEFORE PERMIT ISSUANCE WILL TAKE
 PLACE.
  
 FORMS WERE E-MAILED TO: [email protected] 1/24/2018
 2:30PM.
  
  
 3C) THRESHOLD BLDG., REQUIRED STATEMENT: W.P.B.
 AMENDMENT 110.3.7.4.4 ALL PLANS FOR THE BUILDING WHICH
 ARE REQUIRED TO BE SIGNED AND SEALED BY THE ARCHITECT
 OR ENGINEER OF RECORD CONTAIN A STATEMENT THAT, TO THE
 BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE
 PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE
 FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL
 AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633
 FLORIDA STATUTE.
  
 3D) FOR THE SPECIAL 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.
  
 3E) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 3F) FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE, PLEASE
 E-MAIL THE PERMIT LIBRARIAN OF THE PERMIT BEING ISSUED,
 THE PERMIT LIBRARIAN WILL THEN 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 THRESHOLD INSPECTOR, THE OTHER FOR THE MEP
 INSPECTORS OTHER PLANS YOU WISH TO PRINT MAYBE IN BLACK
 & WHITE..
 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 110.3.7 THRESHOLD
 BUILDINGS, GUIDELINES AND POLICIES FOR PROJECTS
 CONCERNING SPECIAL INSPECTORS.
  
 3G) 110.3.7.4.3 ALL SHORING AND RESHORING PROCEDURES,
 PLANS AND DETAILS SHALL BE SUBMITTED TO THE ENFORCEMENT
 AGENCY FOR RECORDKEEPING. EACH SHORING AND RESHORING
 INSTALLATION SHALL BE SUPERVISED, INSPECTED AND
 CERTIFIED TO BE IN COMPLIANCE WITH THE SHORING
 DOCUMENTS BY THE CONTRACTOR.
  
 3H) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED
 TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR ALL
 BUILDING INSPECTIONS FOR AUDITING OF JOBSITE
 INSPECTIONS WITHOUT THIS THE PERMIT EXPIRES IN 6
 MONTHS, ABANDONMENT OF JOB, NO INSPECTION ACTIVITY.
  
 3I) 109.3.6 THRESHOLD BUILDINGS, OPERATING GUIDELINES
 FOR THRESHOLD INSPECTORS #26. ASSURE THAT THE DESIGNER
 HAS REQUIRED ON THE PLANS OR SPECIFICATIONS ONE
 MATERIAL, APPROVED FOR FIRE STOPPING PENETRATIONS, FOR
 WALLS AND CEILINGS.
  
 4) THIS PROPERTY IS LOCATED IN A AE FLOOD ZONE. THE
 BASE FLOOD ELEVATION IS 12.7 FT. NAVD 88 PLUS 2 FEET OR
 A FINISH FLOOR ELEVATION MINIMUM OF 14.77 NAVD 88.
 ARTICLE XVII ORDINANCES ARTICLE XVII FLOOD PREVENTION &
 CONTROL
 FBC BUILDING 1612 AND CITY OF WPB CODE OF SECTION
 94-546. STRUCTURE IS LOCATED IN AN "A" FLOOD ZONE. A
 FLOOD ELEVATION CERTIFICATE WILL BE REQUIRED. PLEASE
 REVIEW CITY ORDINANCE FOR THE CITY REQUIREMENTS
 AFTER OCT. 11/ 2017 AN ADDITIONAL ONE FOOT OF FREE
 BOARD WILL BE REQUIRED OR (2) FEET ABOVE BASE FLOOD.
  
 DURING THE PERMITTING OF THIS STRUCTURE THERE WILL BE
 REQUIRED (3) DIFFERENT FLOOD ZONE CERTIFICATES
 REQUIRED:
 (1) A FLOOD ZONE CERTIFICATE IS REQUIRED AS PART OF THE
 PLAN REVIEW DOCUMENTS WITH THE PROPOSED FINISH FLOOR
 HEIGHT. W. P. B. ADMINISTRATIVE CODE 107.3.5.1.1
 BUILDING MINIMUM PLAN REVIEW CRITERIA FOR COMMERCIAL
 BUILDINGS. ( 8) FLOOD REQUIREMENTS ELEVATIONS,
 ENCLOSURES, FLOOD DAMAGE-RESISTANT MATERIALS.
  
 (2) ONCE THE FIRST FLOOR SLAB IS POURED THE 2ND
 ELEVATION CERTIFICATE IS REQUIRED. W. P. B.
 ADMINISTRATIVE CODE 110.3 REQUIRED INSPECTIONS 1.2
 FLOOR/ SLAB INSPECTION. IN FLOOD HAZARD AREAS, UPON
 PLACEMENT OF THE LOWEST FLOOR, INCLUDING BASEMENT, AND
 PRIOR TO FURTHER VERTICAL CONSTRUCTION, THE ELEVATION
 CERTIFICATION, REQUIRED IN SECTION 1612.5, SHALL BE
 SUBMITTED TO THE BUILDING OFFICIAL.
  
 (3) BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY
 OR A CERTIFICATE OF COMPLETION THE 3RD FLOOD ZONE
 CERTIFICATE IS REQUIRED WITH THE HEIGHT OF ALL EXTERIOR
 ATTENDANTS A/C PADS OR OTHER SLABS FOR GENERATORS.
 W. P. B. ADMINISTRATIVE CODE 110.3 REQUIRED INSPECTIONS
 (6) FINAL INSPECTION. TO BE MADE AFTER THE BUILDING IS
 COMPLETED AND READY FOR OCCUPANCY. 6.1. LOWEST FLOOR
 ELEVATION. IN FLOOD HAZARD AREAS, AS PART OF THE FINAL
 INSPECTION, A FINAL CERTIFICATION OF THE LOWEST FLOOR
 ELEVATION SHALL BE SUBMITTED TO THE AUTHORITY HAVING
 JURISDICTION.
 FEMA NEW FORM AVAILABLE JUNE 13/2016.
 OMB NO. 1660-0008
 EXPIRATION DATE: NOV. 30/2018
 HTTP://WWW.FEMA.GOV/BUSINESS/NFIP/ELVINST.SHTM
  
 5) THIS REVIEW NO SOILS REPORTS WERE FOUND IN THE FILE
 FOLDER. 2014 FBC-B 1803.5.2 QUESTIONABLE SOIL.
 WHERE THE CLASSIFICATION, STRENGTH OR COMPRESSIBILITY
 OF THE SOIL IS IN DOUBT OR WHERE A LOAD-BEARING VALUE
 SUPERIOR TO THAT SPECIFIED IN THIS CODE IS CLAIMED, THE
 BUILDING OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A
 GEOTECHNICAL INVESTIGATION BE CONDUCTED.
  
 6A) FALL PROTECTION PDF. ATTACHMENT 1 HITTING BAY.
 UNDER THE 2014 FBC-B, THE CODE DOES NOT INCLUDE RAISED
 GOLFING PLATFORMS AS EXEMPT LOCATIONS TO THE
 REQUIREMENT FOR GUARDS AND OR GUARDRAILS SEE FBC-B
 1013.2 WHERE REQUIRED. I WOULD RECOMMEND THAT YOU
 SHOULD MAKE A WRITTEN REQUEST TO THE BUILDING OFFICIAL
 ROBERT BROWN REQUESTING THE FALL PROTECTION PDF TO BE
 CONSIDERED UNDER THE:
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION SECTION 104.11 ALTERNATIVE MATERIALS,
 DESIGN AND METHODS OF CONSTRUCTION AND EQUIPMENT. THE
 PROVISIONS OF THIS CODE ARE NOT INTENDED TO PREVENT THE
 INSTALLATION OF ANY MATERIAL OR TO PROHIBIT ANY DESIGN
 OR METHOD OF CONSTRUCTION NOT SPECIFICALLY PRESCRIBED
 BY THIS CODE, PROVIDED THAT
 ANY SUCH ALTERNATIVE HAS BEEN APPROVED. AN ALTERNATIVE
 MATERIAL, DESIGN OR METHOD OF CONSTRUCTION SHALL BE
 APPROVED WHERE THE BUILDING OFFICIAL FINDS THAT THE
 PROPOSED DESIGN IS SATISFACTORY AND COMPLIES WITH THE
 INTENT OF THE PROVISIONS OF THIS CODE, AND THAT THE
 MATERIAL, METHOD OR WORK OFFERED IS, FOR THE PURPOSE
 INTENDED, AT LEAST THE EQUIVALENT OF THAT PRESCRIBED IN
 THIS CODE IN QUALITY, STRENGTH, EFFECTIVENESS, FIRE
 RESISTANCE, DURABILITY AND SAFETY. WHEN ALTERNATE LIFE
 SAFETY SYSTEMS ARE DESIGNED, THE SFPE ENGINEERING GUIDE
 TO PERFORMANCE-BASED FIRE PROTECTION ANALYSIS AND
 DESIGN OF BUILDINGS, OR OTHER METHODS APPROVED BY THE
 BUILDING OFFICIAL MAY BE USED. THE BUILDING OFFICIAL
 SHALL REQUIRE THAT SUFFICIENT EVIDENCE OR PROOF BE
 SUBMITTED TO SUBSTANTIATE ANY CLAIM MADE REGARDING THE
 ALTERNATIVE.
  
 6B) 104.11.1 RESEARCH REPORTS. SUPPORTING DATA, WHERE
 NECESSARY TO ASSIST IN THE APPROVAL OF
 MATERIALS OR ASSEMBLIES NOT SPECIFICALLY PROVIDED FOR
 IN THIS CODE, SHALL CONSIST OF VALID
 RESEARCH REPORTS FROM APPROVED SOURCES.
  
 6C) 104.11.2 TESTS. WHENEVER THERE IS INSUFFICIENT
 EVIDENCE OF COMPLIANCE WITH THE PROVISIONS OF
 THIS CODE, OR EVIDENCE THAT A MATERIAL OR METHOD DOES
 NOT CONFORM TO THE REQUIREMENTS OF THIS
 CODE, OR IN ORDER TO SUBSTANTIATE CLAIMS FOR
 ALTERNATIVE MATERIALS OR METHODS, THE BUILDING
 OFFICIAL SHALL HAVE THE AUTHORITY TO REQUIRE TESTS AS
 EVIDENCE OF COMPLIANCE TO BE MADE AT NO
 EXPENSE TO THE JURISDICTION. TEST METHODS SHALL BE AS
 SPECIFIED IN THIS CODE OR BY OTHER
 RECOGNIZED TEST STANDARDS. IN THE ABSENCE OF RECOGNIZED
 AND ACCEPTED TEST METHODS, THE
 BUILDING OFFICIAL SHALL APPROVE THE TESTING PROCEDURES.
 TESTS SHALL BE PERFORMED BY AN APPROVED
 AGENCY. REPORTS OF SUCH TESTS SHALL BE RETAINED BY THE
 BUILDING OFFICIAL FOR THE PERIOD REQUIRED
 FOR RETENTION OF PUBLIC RECORDS.
  
 6D) 104.11.3 ACCESSIBILITY. ALTERNATIVE DESIGNS AND
 TECHNOLOGIES FOR PROVIDING ACCESS TO AND
 USABILITY OF A FACILITY FOR PERSONS WITH DISABILITIES
 SHALL BE IN ACCORDANCE WITH PROVISIONS OF
 THE FLORIDA BUILDING CODE, ACCESSIBILITY.
  
 7) SHEET 003 CS-1 CODE SUMMARY:
  
 7A) SEPARATED USE CALCULATIONS SHOWS THE FORMULA AND
 CHART BUT NEITHER IS FILLED OUT. PLEASE PROVIDE THE
 DOCUMENTATION SEE THE 2014 FBC-B SECTION 506.5.2.
  
 7B) UNDER THE HEADING FIRE RESISTANCE RATINGS THERE IS
 NO ROW FOR FIRE BARRIER ASSEMBLIES OR HORIZONTAL
 ASSEMBLIES BETWEEN FIRE AREAS, SEE TABLE 707.3.10.
  
 7C) HEADING: EXIT REQUIREMENTS LIST 50 FT. MAXIMUM DEAD
 END. PLEASE LIST THE OCCUPANCIES WHERE THIS IS TRUE.
 FBC-B 1018.4 SEE EXCEPTION 2.
  
 7D) HEADING: ACCESSIBLE PARKING REQUIREMENTS CHART IS
 LEFT BLANK. WILL NEED TO COMPLY WITH THE 2014
 ACCESSIBILITY CODE 208.2, TABLE 208.2 AND 208.2.4. VAN
 PARKING SPACES.
  
 7E) HEADING: STRUCTURAL INDICATES WIND LOAD 170 MPH
 VULT. PLEASE REFER TO THE 2014 FBC-B TABLE 1604.5 FOR
 RISK CATEGORY OF BUILDINGS . RISK CATEGORY III INCLUDES
 BUILDINGS AND OTHER STRUCTURES WHOSE PRIMARY OCCUPANCY
 IS PUBLIC ASSEMBLY WITH AN OCCUPANT LOAD GREATER THAN
 300. THIS BUILDING QUALIFIES WITH AN OCCUPANT LOAD OF
 1708 PLUS.
 PLEASE ALSO REVIEW FIGURE 1609B THE V ULTIMATE DESIGN
 SPEEDS FOR RISK CATEGORY III BUILDINGS AND OTHER
 STRUCTURES. THE CITY OF WEST PALM BEACH IS LOCATED IN A
 180 MPH (VULT) WIND ZONE. IMPORTANCE FACTOR SHOULD ALSO
 CHANGE FOR WIND.
  
 PLEASE ALSO CORRECT THE WIND DESIGN CRITERIA FOUND ON
 SHEET 3001 S0-01 GENERAL NOTE E WIND LOADS, THE PLANS
 STATE BUILDING CATEGORY II AND 170 MPH, VULT.
  
 7F) OCCUPANCY CATEGORY (TABLE 1604.5) WILL ALSO CHANGE
 TO III.
  
 7G) SOIL BEARING CAPACITY OF 3,000 PSF ASSUMED, NO
 SOILS REPORT SUBMITTED TO SEE WHAT VALUES ARE IN THE
 NATURAL SOILS. 2014 FBC-B 1803.5.2 QUESTIONABLE SOIL.
  
 8) 004- LS-01 LIFE SAFETY PLAN:
  
 8A) FOR ALL 3 LEVELS PLEASE PROVIDE THE OCCUPANT LOAD
 FOR EACH ROOM IN THAT ROOM. WHEN TRAVELING THROUGH
 ADJACENT ROOMS COMBINE THE OCCUPANT LOADS FOR THE ROOMS
 AND WHEN YOU GET TO EITHER AN AISLE OR CORRIDOR PROVIDE
 THE OCCUPANT LOAD FOR THAT AREA BEING SERVED AND ADD
 THE ADDITIONAL OCCUPANTS BEING ADDED ALONG THE EGRESS
 PATH FROM THE INTERIOR OF THE BUILDING AS WELL AS THE
 HITTING AND SEATING BAYS, THIS SHOULD ADD UP TO THE
 AMOUNT GOING THROUGH THE VERTICAL EXITS AND STAIRS.
  
 2014 FBC-B 1004.1.1.1 INTERVENING SPACES. WHERE
 OCCUPANTS EGRESS FROM ONE ROOM, AREA OR SPACE THROUGH
 ANOTHER, THE DESIGN OCCUPANT LOAD SHALL BE BASED ON THE
 CUMULATIVE OCCUPANT LOADS OF ALL ROOMS, AREAS OR SPACES
 TO THAT POINT ALONG THE PATH OF EGRESS TRAVEL.
  
 8B) LOWER LEVEL. THE EXTERIOR TERRACE01.20.02 HAS 2338
 SQ. FT. OF AREA WITH NO FURNITURE LAYOUT. 2338/ 07= 334
 OCCUPANT LOAD. THERE IS ONLY ONE EXIT FROM THIS AREA.
 THE FBC-B TABLE 1015.1 ONLY ALLOWS FOR 49 OCCUPANTS
 WHEN THERE IS ONE EXIT. DOOR # 7 IS ALSO ADDING
 ADDITIONAL OCCUPANTS FROM THE INTERIOR OF THE BUILDING.
 FBC-B 1027.1. THE EXIT DISCHARGE SHALL NOT REENTER THE
 BUILDING. A SECOND MEANS OF EXITING WILL BE REQUIRED
 FOR THIS AREA.
  
 8C) LOWER LEVEL, STAIR # 3 SHOWS A DOOR OPENING INTO
 THE ENCLOSURE FROM THE CASH VESTIBULE. EXIT ACCESS
 CORRIDORS ARE TO SEND OCCUPANTS INTO VERTICAL EXITS.
 THE LIFE SAFETY PLAN INDICATES THE VERTICAL EXIT WITH
 FIRE RATED WALLS, FIRE BARRIERS.
 PLEASE REVIEW 2014 FBC-B 1022.5 PENETRATIONS.
 PENETRATIONS INTO AND OPENINGS THROUGH INTERIOR EXIT
 STAIRWAYS ARE PROHIBITED EXCEPT FOR REQUIRED EXIT
 DOORS, EQUIPMENT AND DUCTWORK NECESSARY FOR INDEPENDENT
 VENTILATION OR PRESSURIZATION, SPRINKLER PIPING,
 STANDPIPES, ELECTRICAL RACEWAY FOR FIRE DEPARTMENT
 COMMUNICATION SYSTEMS AND ELECTRICAL RACEWAY SERVING
 THE INTERIOR EXIT STAIRWAY TERMINATING AT A STEEL BOX
 NOT EXCEEDING 16 SQUARE INCHES (0.010 M2). SUCH
 PENETRATIONS SHALL BE
 PROTECTED IN ACCORDANCE WITH SECTION 714. THERE SHALL
 BE NO PENETRATIONS OR COMMUNICATING OPENINGS, WHETHER
 PROTECTED OR NOT, BETWEEN ADJACENT INTERIOR EXIT
 STAIRWAYS AND RAMPS.
  
 8D) LOWER LEVEL. STAIR # 4 SHOWS AT DOOR # 1 A MAXIMUM
 OF 227 OCCUPANTS ARE ALLOWED TO TRAVEL THROUGH A 34
 INCH WIDE CLEAR DOOR OPENING. THE EXTERIOR DOOR IN THE
 SAME STAIRWELL IS NOT IDENTIFIED AS TO WIDTH BUT
 DEPICTED AS A SINGLE 3 FOOT WIDE DOOR WITH AN OCCUPANT
 LOAD OF 575 OCCUPANTS? PLEASE EXPLAIN?
 IT APPEARS YOU WERE USING THE 0.15 EGRESS FACTOR ON
 DOOR #1 OF THE STAIRWELL?
 FBC-B 1005.3.2 OTHER EGRESS COMPONENTS. EXCEPTION,
 OCCUPANT LOAD SERVED BY SUCH COMPONENT BY A MEANS OF
 EGRESS CAPACITY FACTOR OF 0.15 INCH (3.8 MM) PER
 OCCUPANT IN BUILDINGS EQUIPPED THROUGHOUT WITH AN
 AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH
 SECTION 903.3.1.1 OR 903.3.1.2 AND AN EMERGENCY
 VOICE/ALARM COMMUNICATION SYSTEM IN ACCORDANCE WITH
 SECTION 907.5.2.2.
  
 8E) PLEASE BE AWARE THAT THE OCCUPANT LOADS TAKEN FOR
 DOORS IS OFF. EXAMPLE 34 / 0.15= 226.66 YOU ROUNDED UP
 TO 227. THIS HAPPENS AT ALL SINGLE 34 INCH DOORS. WHEN
 YOU HAVE A PORTION OF AN OCCUPANT YOU ALWAYS ROUND
 DOWN, THERE ARE NOT PARTS OF AN OCCUPANT. FLORIDA
 BUILDING CODE INFORMAL INTERPRETATION REPORT 5479,
 DATED 12/18/2007. THE FLORIDA BUILDING OFFICIALS
 ASSOCIATION OF FLORIDA, IN COOPERATION WITH THE FLORIDA
 BUILDING COMMISSION, THE FLORIDA DEPARTMENT OF
 COMMUNITY AFFAIRS.
  
 8F) MAIN LEVEL. STAIR 3 HAS AN ENTRY DOOR FROM THE
 PANTRY/ SERVER STATION OPENING DIRECTLY INTO THE
 STAIRWELL. PLEASE REVIEW 2014 FBC-B 1022.5
 PENETRATIONS. PENETRATIONS INTO AND OPENINGS THROUGH
 INTERIOR EXIT STAIRWAYS ARE PROHIBITED EXCEPT FOR
 REQUIRED EXIT DOORS, EQUIPMENT AND DUCTWORK NECESSARY
 FOR INDEPENDENT VENTILATION OR PRESSURIZATION,
 SPRINKLER PIPING, STANDPIPES, ELECTRICAL RACEWAY FOR
 FIRE DEPARTMENT COMMUNICATION SYSTEMS AND ELECTRICAL
 RACEWAY SERVING THE INTERIOR EXIT STAIRWAY TERMINATING
 AT A STEEL BOX NOT EXCEEDING 16 SQUARE INCHES (0.010
 M2). SUCH PENETRATIONS SHALL BE PROTECTED IN ACCORDANCE
 WITH SECTION 714. THERE SHALL BE NO PENETRATIONS OR
 COMMUNICATING OPENINGS, WHETHER PROTECTED OR NOT,
 BETWEEN ADJACENT INTERIOR EXIT STAIRWAYS AND RAMPS.
  
 8G) STAIR # 2 IS CONSIDERED AN EXIT ACCESS STAIRWAY AND
 HAVING TO MEET THE REQUIREMENTS FOUND UNDER 2014 FBC-B
 1009.3 EXCEPTION 4. THE LIFE SAFETY PLAN SHOWS ON THE
 UPPER FLOOR AND MAIN FLOOR THE STAIR IS PROTECTED BY A
 DRAFT CURTAIN AND CLOSELY SPACED SPRINKLERS IN
 ACCORDANCE WITH NFPA BUT THIS NOTE IS NOT FOUND ON THE
 LOWER FLOOR. PLEASE ADD NOTE TO THE LOWER FLOOR FOR
 CODE COMPLIANCE WITH: 2014 FBC-B 1009.3 EXCEPTION 4.
  
 8H) STAIR # 2 IS CONSIDERED AN EXIT ACCESS STAIRWAY
 PLEASE PROVIDE HOW COMPLIANCE WITH SECTION 1016.3.1 IS
 ACHIEVED. INDICATE THE FURTHEST DISTANCE ON THE UPPER
 LEVEL TO THE 1ST FLOOR EXIT IS ACHIEVED.
  
 2014 FBC-B 1016.3.1 EXIT ACCESS STAIRWAYS AND RAMPS.
 TRAVEL DISTANCE ON EXIT ACCESS STAIRWAYS OR RAMPS SHALL
 BE INCLUDED IN THE EXIT ACCESS TRAVEL DISTANCE
 MEASUREMENT. THE MEASUREMENT ALONG STAIRWAYS SHALL BE
 MADE ON A PLANE PARALLEL AND TANGENT TO THE STAIR TREAD
 NOSINGS IN THE CENTER OF THE STAIR AND LANDINGS. THE
 MEASUREMENT ALONG RAMPS SHALL BE MADE ON THE WALKING
 SURFACE IN THE CENTER OF THE RAMP AND LANDINGS.
  
 9) 004- LS-01 LIFE SAFETY PLAN AND FURNITURE PLANS.
 NEITHER OF THESE PLANS SHOW COMPLIANCE WITH THE
 ACCESSIBILITY CODE:
 9A) 226.1 WHERE DINING SURFACES ARE PROVIDED FOR THE
 CONSUMPTION OF FOOD OR DRINK, AT LEAST 5 PERCENT OF THE
 SEATING SPACES AND STANDING SPACES AT THE DINING
 SURFACES SHALL COMPLY WITH 902.
  
 9B) 226.2 DISPERSION. DINING SURFACES AND WORK SURFACES
 REQUIRED TO COMPLY WITH 902 SHALL BE DISPERSED
 THROUGHOUT THE SPACE OR FACILITY CONTAINING DINING
 SURFACES AND WORK SURFACES.
  
 9C) 902.1 .DINING SURFACES AND WORK SURFACES SHALL
 COMPLY WITH 902.2 AND 902.3. ADVISORY 902.1 GENERAL.
 DINING SURFACES INCLUDE, BUT ARE NOT LIMITED TO, BARS,
 TABLES, LUNCH COUNTERS, AND BOOTHS. EXAMPLES OF WORK
 SURFACES INCLUDE WRITING SURFACES, STUDY CARRELS,
 STUDENT LABORATORY STATIONS, BABY CHANGING AND OTHER
 TABLES OR FIXTURES FOR PERSONAL GROOMING, COUPON
 COUNTERS, AND WHERE COVERED BY THE ABA SCOPING
 PROVISIONS, EMPLOYEE WORK STATIONS.
  
 9C)(1) 902.2 CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR
 SPACE COMPLYING WITH 305 POSITIONED FOR A FORWARD
 APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE
 COMPLYING WITH 306 SHALL BE PROVIDED.
  
 9C)(2) 902.3 HEIGHT. THE TOPS OF DINING SURFACES AND
 WORK SURFACES SHALL BE 28 INCHES MINIMUM AND 34 INCHES
 MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
  
 ADVISORY 226.1. IN FACILITIES COVERED BY THE ADA, THIS
 REQUIREMENT DOES NOT APPLY TO WORK SURFACES USED ONLY
 BY EMPLOYEES. HOWEVER, THE ADA AND, WHERE APPLICABLE,
 SECTION 504 OF THE REHABILITATION ACT OF 1973, AS
 AMENDED, PROVIDE THAT EMPLOYEES ARE ENTITLED TO
 ?REASONABLE ACCOMMODATIONS.? WITH RESPECT TO WORK
 SURFACES, THIS MEANS THAT EMPLOYERS MAY NEED TO PROCURE
 OR ADJUST WORK STATIONS SUCH AS DESKS, LABORATORY AND
 WORK BENCHES, FUME HOODS, RECEPTION COUNTERS, TELLER
 WINDOWS, STUDY CARRELS, COMMERCIAL KITCHEN COUNTERS,
 AND CONFERENCE TABLES TO ACCOMMODATE THE INDIVIDUAL
 NEEDS OF EMPLOYEES WITH DISABILITIES ON AN ?AS NEEDED?
 BASIS. CONSIDER WORK SURFACES THAT ARE FLEXIBLE AND
 PERMIT INSTALLATION AT VARIABLE HEIGHTS AND CLEARANCES.
  
 10) NONE OF THE CIVIL PLANS WERE UPLOADED AS PART OF
 THIS REVIEW. COMPLIANCE WITH THE 2014 ACCESSIBILITY
 REQUIREMENTS CANNOT BE VERIFIED, NEED PLANS UPLOADED
 FOR THE NEXT REVIEW:
  
 10A) 206.2.1. SITE ARRIVAL POINTS. AT LEAST ONE
 ACCESSIBLE ROUTE SHALL BE PROVIDED WITHIN THE SITE FROM
 ACCESSIBLE PARKING SPACES AND ACCESSIBLE PASSENGER
 LOADING ZONES; PUBLIC STREETS AND SIDEWALKS; AND PUBLIC
 TRANSPORTATION STOPS TO THE ACCESSIBLE BUILDING OR
 FACILITY ENTRANCE THEY SERVE.
  
 10B) 206.2.2. WITHIN A SITE. AT LEAST ONE ACCESSIBLE
 ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, ACCESSIBLE
 FACILITIES, ACCESSIBLE ELEMENTS, AND ACCESSIBLE SPACES
 THAT ARE ON THE SAME SITE.
  
 10C) 208.2 MINIMUM NUMBER OF ACCESSIBLE PARKING SPACES.
 PARKING SPACES COMPLYING WITH 502 SHALL BE PROVIDED IN
 ACCORDANCE WITH TABLE 208.2 EXCEPT AS REQUIRED BY
 208.2.1, 208.2.2, AND 208.2.3. WHERE MORE THAN ONE
 PARKING FACILITY IS PROVIDED ON A SITE, THE NUMBER OF
 ACCESSIBLE SPACES PROVIDED ON THE SITE SHALL BE
 CALCULATED ACCORDING TO THE NUMBER OF SPACES REQUIRED
 FOR EACH PARKING FACILITY.
  
 10D) 208.2.4 VAN PARKING SPACES. WHERE VAN PARKING IS
 PROVIDED PURSUANT TO SECTION 502.2, FOR EVERY SIX OR
 FRACTION OF SIX PARKING SPACES REQUIRED BY 208.2 TO
 COMPLY WITH 502, AT LEAST ONE SHALL BE A VAN PARKING
 SPACE COMPLYING WITH 502.
  
 10E) 206.2.15 GOLF FACILITIES. AT LEAST ONE ACCESSIBLE
 ROUTE SHALL CONNECT ACCESSIBLE ELEMENTS AND SPACES
 WITHIN THE BOUNDARY OF THE GOLF COURSE. IN ADDITION,
 ACCESSIBLE ROUTES SERVING GOLF CAR RENTAL AREAS; BAG
 DROP AREAS; COURSE WEATHER SHELTERS COMPLYING WITH
 238.2.3; COURSE TOILET ROOMS; AND PRACTICE PUTTING
 GREENS, PRACTICE TEEING GROUNDS, AND TEEING STATIONS AT
 DRIVING RANGES COMPLYING WITH 238.3 SHALL COMPLY WITH
 CHAPTER 4 EXCEPT AS MODIFIED BY 1006.2.
 11) 212-ROOF PLAN A2-04A- AREA A & 213 ROOF PLAN
 A2-04-B AREA B:
  
 11A) BOTH ROOF PLANS SHOW THE USE OF EMERGENCY OVER
 FLOW SCUPPERS. THERE ARE 2 DETAILS FOR EMERGENCY
 OVERFLOW SCUPPERS DETAIL 8 & 9 OF SHEET 243- A8-09.
 PLEASE PROVIDE THE SQ. FT. AREA TO BE DRAINED BY BOTH
 EMERGENCY OVERFLOW SCUPPERS INCLUDING ? OF THE HEIGHT
 OF THE PARAPET. WHY IS DETAIL 8 SHOWING THE SIZE OF THE
 SCUPPER 4X16 WHEREAS DETAIL 9 SHOW A SIZE OF 8X16 TWICE
 AS LARGE FOR CLOSE TO THE SAME AREA?
  
 2014 FBC-B 1503.4.1 SECONDARY (EMERGENCY OVERFLOW)
 DRAINS OR SCUPPERS.
 WHERE ROOF DRAINS ARE REQUIRED, SECONDARY (EMERGENCY
 OVERFLOW) ROOF DRAINS OR SCUPPERS SHALL BE PROVIDED
 WHERE THE ROOF PERIMETER CONSTRUCTION EXTENDS ABOVE THE
 ROOF IN SUCH A MANNER THAT WATER WILL BE ENTRAPPED IF
 THE PRIMARY DRAINS ALLOW BUILDUP FOR ANY REASON. THE
 INSTALLATION AND SIZING OF SECONDARY EMERGENCY OVERFLOW
 DRAINS, LEADERS AND CONDUCTORS SHALL COMPLY WITH
 SECTIONS 1106 AND 1107, AS APPLICABLE, OF CHAPTER 11 OF
 THE FLORIDA BUILDING CODE, PLUMBING.
  
 11B) SHEET 213-A2-04B. ON BOTH ROOF DRAINAGE SHEETS THE
 PLANS SHOW A DETAIL # 5 WITH 2 ROOF DRAINS 4 FEET APART
 CENTER TO CENTER BUT AT THE SAME ELEVATION. DOES IT
 TAKE 2 DRAINS TO TAKE THE WATER OFF THE ROOF OR IS IT
 THE INTENT FOR ONE OF THE ROOF DRAINS TO BE CONSIDERED
 THE SECONDARY EMERGENCY OVERFLOW DRAIN?
 IF THE ONE DRAIN IS TO BE CONSIDER A SECONDARY
 EMERGENCY OVERFLOW DRAIN A SEPARATE SYSTEM IS REQUIRED.
 SHEET 616-P4-2 SHOWS A 6 INCH ROOF DRAIN AND A 6 INCH
 OVERFLOW DRAIN EMPTYING INTO THE SAME RISER (1555). SEE
 FBC-P 1108.2.
  
 10C) SHEET 611P2-3-B PLEASE SEE STAIRWELL # 3. A 6 INCH
 ROOF DRAIN IS IN STAIRWELL # 3.
 PLEASE REVIEW 2014 FBC-B 1022.5 PENETRATIONS.
 PENETRATIONS INTO AND OPENINGS THROUGH INTERIOR EXIT
 STAIRWAYS ARE PROHIBITED EXCEPT FOR REQUIRED EXIT
 DOORS, EQUIPMENT AND DUCTWORK NECESSARY FOR INDEPENDENT
 VENTILATION OR PRESSURIZATION, SPRINKLER PIPING,
 STANDPIPES, ELECTRICAL RACEWAY FOR FIRE DEPARTMENT
 COMMUNICATION SYSTEMS AND ELECTRICAL RACEWAY SERVING
 THE INTERIOR EXIT STAIRWAY TERMINATING AT A STEEL BOX
 NOT EXCEEDING 16 SQUARE INCHES (0.010 M2). SUCH
 PENETRATIONS SHALL BE
 PROTECTED IN ACCORDANCE WITH SECTION 714. THERE SHALL
 BE NO PENETRATIONS OR COMMUNICATING OPENINGS, WHETHER
 PROTECTED OR NOT, BETWEEN ADJACENT INTERIOR EXIT
 STAIRWAYS AND RAMPS.
  
 11) PLEASE NOTE THAT THE SUBMITTED PRODUCT APPROVALS
 CANNOT BE REVIEWED FOR POSITIVE AND NEGATIVE PRESSURES
 UNTIL THE CORRECT WIND DESIGN CRITERIA AND PRESSURES
 ARE PROVIDE. SEE COMMENTS 7E AND 7F.
  
 12) PLEASE SHOW COMPLIANCE WITH:
 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..
  
 13) KAWNEER COMPANY CURTAIN WALL 1600 SYSTEM PLEASE
 SUBMIT EITHER A MIAMI-DADE OR FLORIDA APPROVAL WITH
 THIS TEST REPORT. , 1609.6.4.4.1 COMPONENTS & CLADDING.
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS, ADMINISTRATIVE
 CODE 61G20-3.005,
  
 14A) CENTRIA INTERCEPT ENTYRE PANEL SYSTEM, PLEASE
 PROVIDE WHERE THIS SYSTEM IS TO BE INSTALLED ON THE
 BUILDING, AND WHAT TYPE OF BACKING IS REQUIRED.
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 14B) CENTRIA INTERCEPT ENTYRE PANEL SYSTEM PLEASE
 SUBMIT EITHER A MIAMI-DADE OR FLORIDA APPROVAL WITH
 THIS TEST REPORT. , 1609.6.4.4.1 COMPONENTS & CLADDING.
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS, ADMINISTRATIVE
 CODE 61G20-3.005,
  
 15) CECO DOOR IT APPEARS HAS A FLORIDA APPROVAL, SUBMIT
 THE COVERSHEETS FOR FL 16355.1-R1. , 1609.6.4.4.1
 COMPONENTS & CLADDING. FLORIDA DEPARTMENT OF COMMUNITY
 AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005,
  
 16) OVERHEAD DOORS SERIES521 & 610/620 ROLLING STEEL
 DOORS, PLEASE SUBMIT THE FLORIDA APPROVAL COVERSHEETS.
 , 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA
 DEPARTMENT OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE
 61G20-3.005,
  
 17A) ROOFING REPORT CARLISLE SUBMIT THE FLORIDA
 APPROVAL COVERSHEET FOR FL 16440-R10.
  
 17B) PLEASE NOTE NONE OF THE SUB-SYSTEMS HAVE BEEN
 IDENTIFIED WITH ASSOCIATED PRESSURES. REVIEW
 LIMITATIONS AS TO IF ENHANCED FASTENING CAN OCCUR.
 107.2.1.3. ADDITIONAL INFORMATION REQUIRED.
 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.
  
 18) EURO-LS100 LIFT AND SLIDING GLASS DOORS PLEASE
 PROVIDE EITHER A FLORIDA APPROVAL OR MIAMI-DADE NOA.
 , 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA
 DEPARTMENT OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE
 61G20-3.005,
  
 19) KAWNEER IR501 LMI ALUMINUM STORE FRONT SYSTEMS,
 PLEASE SUBMIT EITHER A MIAMI-DADE OR FLORIDA APPROVAL
 WITH THIS TEST REPORT. , 1609.6.4.4.1 COMPONENTS &
 CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS,
 ADMINISTRATIVE CODE 61G20-3.005,
  
 20) 2014 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
  
 21) IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY ON THE
 PRODUCT APPROVAL BEFORE SUBMITTING TO DESIGNER OF
 RECORD AND BEFORE SUBMISSION TO THE BUILDING
 DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING, PLEASE
 IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF GLAZING,
 MULLION SIZE, LENGTH IF UNREINFORCED OR REINFORCED
 INFORMATION IF REQUIRED, ATTACHMENTS AND ASSOCIATE
 PRESSURES FOR EACH OPENING SIZE. 2014 FBC-B 1405.13.1
 INSTALLATION. WINDOWS AND DOORS SHALL BE INSTALLED IN
 ACCORDANCE WITH APPROVED MANUFACTURER?S INSTRUCTIONS.
 FASTENER SIZE AND SPACING SHALL BE PROVIDED IN SUCH
 INSTRUCTIONS AND SHALL BE CALCULATED BASED ON MAXIMUM
 LOADS AND SPACING USED IN THE TESTS.
  
 22) EFIS SYSTEMS: PLEASE PROVIDE THE PRODUCT APPROVAL
 FOR THE SYSTEM TO BE INSTALLED. PLEASE ALSO PROVIDE THE
 MANUFACTURERS INSTALLATION BROCHURE PROVIDING
 COMPLIANCE WITH 2014 FBC-B SECTIONS;
 1408.2 PERFORMANCE CHARACTERISTICS.
 1408.2 PERFORMANCE CHARACTERISTICS.
 1408.3 STRUCTURAL DESIGN.
 1408.4 WEATHER RESISTANCE.
 1408.4.1 EIFS WITH DRAINAGE.
 408.4.1.1 WATER-RESISTIVE BARRIER.
 1408.5 INSTALLATION.
  
 23) LATERAL FORCE-RESISTING SYSTEM FOR ALL ROOF TOP
 EQUIPMENT, CURBS, FANS OR A/C STANDS, AND OR VENTS,
 DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL
 AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE.
  
 2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
 MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
 METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
 EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
 AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES.
 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
 OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
 SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
 LOADS.
  
 24) IMPACT FEES. BEFORE A PERMIT TO CONSTRUCT, MAY BE
 ISSUED, IMPACT FEES MUST BE PAID TO PALM BEACH COUNTY.
 ONE SET OF PLANS WILL HAVE TO BE TAKEN (BY THE
 CONTRACTOR OR REPRESENTATIVE) TO THE PALM BEACH COUNTY
 IMPACT FEE OFFICE LOCATED AT 2300 N. JOG RD. ROOMS
 2W01-2W14 WEST PALM BEACH, FL. THE ACTUAL PERMIT SET OF
 PLANS MUST BE STAMPED BY THAT OFFICE, AND A COPY OF THE
 PAID RECEIPT ATTACHED TO THE PERMIT APPLICATION. PLEASE
 CALL (561)233-5025 FOR MORE INFORMATION.
  
 25) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES
 AS NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2018-09-06 Cont ID  
Sent By jpearson Date 2018-09-06 Time 10:57 Rev Time 0.00
Received By jpearson Date 2018-09-06 Time 10:57 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2018-08-10 Cont ID  
Sent By jpearson Date 2018-08-10 Time 07:32 Rev Time 0.00
Received By jpearson Date 2018-08-10 Time 07:32 Sent To  
Notes
2018-08-10 07:32:39NO CHANGES TO PREVIOUSLY APPROVED PLANS.
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2018-04-04 Cont ID  
Sent By jpearson Date 2018-04-04 Time 09:43 Rev Time 0.00
Received By jpearson Date 2018-04-04 Time 08:48 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2018-01-11 Cont ID  
Sent By jpearson Date 2018-01-11 Time 10:36 Rev Time 0.00
Received By jpearson Date 2018-01-09 Time 12:33 Sent To  
Notes
2018-01-11 10:36:07CODES IN EFFECT:
 FBC = FLORIDA BUILDING CODE 2014 5TH EDITION
 FBC EC = FLORIDA BUILDING CODE ENERGY CONSERVATION 2014
 5TH EDITION
 FBC RE = FLORIDA RESIDENTIAL CODE 2014 5TH EDITION
 NEC = NFPA 70 2011 EDITION, NATIONAL ELECTRICAL CODE
 FS = FLORIDA STATUTES
  
 ELECTRICAL REVIEW STATUS: DENIED, SEE COMMENTS BELOW.
  
 1. BE ADVISED THAT FIRE ALARM, LOW VOLTAGE SYSTEMS,
 LIGHTNING PROTECTION, GENERATORS, COMMERCIAL HOOD
 SYSTEMS, SIGNS, SITE LIGHTING, AND SWIMMING POOLS
 (WHERE APPLICABLE) ARE NOT INCLUDED IN THE SCOPE OF
 THIS PLAN REVIEW. PROVIDE A BLOCK NOTE INDICATING THE
 REQUIRED SEPARATE PERMITS AND DATA SPECIFICATION SHEET
 SUBMITTALS FOR ANY OF THESE SYSTEMS PRESENT. PLANS FOR
 ANY OF THESE SYSTEMS WILL NEED TO BE SUBMITTED AT TIME
 OF APPLICATION FOR PERMIT. FBC 105.1, 107.2.1
 2. FEEDER SCHEDULES SHOW A # 2 EQUIPMENT GROUNDING
 CONDUCTOR (EGC) FOR THE 450 AMP FEEDER. PARALLEL
 FEEDERS ARE REQUIRED TO HAVE THE EGC SIZED FOR THE
 CIRCUIT IN EACH CONDUIT, WHICH WOULD BE A 1/0 AL
 CONDUCTOR. PROVIDE CORRECTION. NEC 250.122(F)
 3. LOAD CALCULATION SHOWS SEVERAL LOADS WITH DEMAND
 FACTORS NOT TO CODE. THIS MAY BE A FUNCTION OF THE
 PROGRAM USED. EXAMPLE: HVAC LOAD IS SHOWN WITH 90%
 DEMAND, KITCHEN IS SHOWN WITH 90% DEMAND, MISCELLANEOUS
 IS SHOWS AT 70% DEMAND. HOWEVER, IT IS REQUIRED TO SHOW
 A LOAD CALCULATION FOR FEEDERS AND SERVICE THAT WILL
 HANDLE 125% OF THE CONTINUOUS LOAD PLUS 100% OF THE NON
 CONTINUOUS LOAD. PROVIDE LOAD CALCULATIONS WITH THESE
 DETAILS. NEC 220.40, 215.2
 4. SHOW COMPLIANCE WITH NEC 240.87
 5. AN ESTIMATED FAULT CURRENT FROM POWER COMPANY IS NOT
 ACCEPTABLE. PROVIDE LETTER FROM FPL WITH FAULT CURRENT
 AT SOURCE AND USE THIS INFORMATION IN CALCULATION. FBC
 107.2.1, NEC 110.10
 6. PROVIDE NOTES TO INDICATE THE REQUIRED MARKING OF
 SERVICE EQUIPMENT FOR ARC FLASH HAZARD WARNING AND
 AVAILABLE FAULT CURRENT PER CODE. NEC 110.16, 110.24
 7. FOOD SERVICE/KITCHEN AREAS REQUIRE THAT ALL
 RECEPTACLE OUTLETS BE GFCI PROTECTED, NOT JUST THOSE
 THAT SERVE THE COUNTERTOP. PROVIDE CORRECTION. NEC
 210.8(B)(2),(6)
 8. SHEET E8-1, SERVICE GROUNDING DETAIL, SHOWS THE
 "MAIN BONDING JUMPER" SIZED AT 3/0. THIS SHOULD BE
 SIZED AT 12.5% OF THE AREA OF THE PHASE CONDUCTORS.
 BASED ON CURRENTLY SHOWN FEEDERS THIS WOULD EQUAL: 600
 KCMIL X 5 RUNS= 3000000 X 12.5% = 375000. THIS MAIN
 BONDING JUMPER WOULD NEED TO BE SIZED A MINIMUM OF 375
 KCMIL, WHICH THE NEXT SIZE AVAILABLE IS 400 KCMIL.
 PROVIDE CORRECTION. NEC 250.28(D)(1)
 9. PANEL 1GR2 IS SHOWN AS A 100 AMP MAIN LUG ONLY PANEL
 WITH 111 AMPS ON A PHASE, 101 AMPS ON B PHASE, AND 106
 AMPS ON C PHASE. PANEL MUST BE SIZED TO HANDLE THE
 LOAD. PROVIDE CORRECTION. NEC 408.30
 10. PANEL 2CR2 IS SHOWN AS A 200 AMP MAIN LUG ONLY
 PANEL WITH 208 AMPS ON A PHASE, 186 AMPS ON B PHASE,
 AND 222 AMPS ON C PHASE. PANEL MUST BE SIZED TO HANDLE
 THE LOAD. PROVIDE CORRECTION. NEC 408.30
 11. PANEL 2CR3 IS SHOWN AS A 150 AMP MAIN LUG ONLY
 PANEL WITH 184 AMPS ON A PHASE, 161 AMPS ON B PHASE,
 AND 175 AMPS ON C PHASE. PANEL MUST BE SIZED TO HANDLE
 THE LOAD. PROVIDE CORRECTION. NEC 408.30
 12. IT APPEARS THERE WOULD BE A SUBSTANTIAL AMOUNT OF
 NONLINEAR LOADS WITH THIS INSTALLATION. BASED ON THIS,
 THE NEUTRAL CONDUCTOR WOULD BE COUNTED AS A CURRENT
 CARRYING CONDUCTOR FOR FEEDERS PER NEC 310.15(B)(5)(C).
 BASED ON THIS REASONING, WHEN APPLYING THE 80% DEMAND
 FACTOR IN TABLE 310.15(B)(3), SEVERAL FEEDER SIZES ARE
 INADEQUATE FOR THE LOADS SERVED. THIS WOULD INCLUDE THE
 WIRE SIZES FOR 125, 150, 175, 200, 225, 250, 300, 450,
 500, 600, 800, AND 1600 AMP FEEDERS. PROVIDE
 CORRECTION. NEC310.15(B)(3), 240.4(C)
 13. REVIEWER DID NOT SEE ANY CIRCUITS FOR DRINKING
 FOUNTAINS. PROVIDE GFCI PROTECTION FOR DRINKING
 FOUNTAIN IF INSTALLED. NEC 422.52
  
 END OF COMMENTS.
  
 PLEASE NOTE: SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. WHEN
 RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RESUBMITTAL FORM. ADDITIONALLY, INSERT CORRECTED PAGES
 INTO THE ORIGINAL SUBMITTAL AND REMOVE OR VOID THE
 PREVIOUSLY REVIEWED SHEETS.
  
 SINCERELY,
  
 JOHN PEARSON
 ELECTRICAL PLANS EXAMINER
 561-805-6746
 [email protected]
  
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2018-04-24 Cont ID  
Sent By shill Date 2018-04-24 Time 16:13 Rev Time 0.00
Received By shill Date 2018-04-24 Time 16:13 Sent To  
Notes
2018-04-24 16:13:13BOND RECEIVED, OK TO PASS ENGINEERING PER MG
  
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2018-04-12 Cont ID  
Sent By Mgonzale Date 2018-04-12 Time   Rev Time 1.00
Received By mgonzale Date 2018-04-12 Time   Sent To I
Notes
2018-04-12 11:13:53CITY OF WPB ENG HAS NOT RECEIVED SURETY INSTRUMENT.
  
 MANNY GONZALEZ
 SENIOR ENGINEERING PROJECT COORDINATOR
 PUBLIC WORKS DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 EMAIL: [email protected]
 HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS
 /FORMS,-PERMITS-APPLICATIONS
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2018-01-17 Cont ID  
Sent By squinone Date 2018-01-17 Time   Rev Time 0.00
Received By squinone Date 2018-01-17 Time   Sent To  
Notes
2018-01-17 08:20:231) WILL REVIEW DURING NEXT REVISION.
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2018-09-06 Cont ID  
Sent By pleduc Date 2018-09-06 Time   Rev Time 0.00
Received By pleduc Date 2018-08-31 Time 13:43 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2018-07-12 Cont ID  
Sent By pleduc Date 2018-07-12 Time   Rev Time 0.00
Received By pleduc Date 2018-07-12 Time 09:06 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2018-03-20 Cont ID  
Sent By pleduc Date 2018-03-20 Time   Rev Time 0.00
Received By pleduc Date 2018-03-13 Time 12:12 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2017-12-27 Cont ID  
Sent By pleduc Date 2017-12-27 Time   Rev Time 0.00
Received By pleduc Date 2017-12-12 Time 09:47 Sent To  
Notes
2017-12-21 15:21:36THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) SHEET LS 01 - THERE ARE STAIRS INDICATED TOWARDS THE
 CENTER ON THE BUILDING.STAIR # 2. THERE IS NO
 INDICATION OF THE TYPE OF OPENING THESE STAIRS
 REPRESENT. PER THE FFPC, NFPA 101, CHAPTER 12 & 8 THESE
 STAIRS SHALL CONFORM TO ONE OF THE FOLLOWING.
  
 12.3 PROTECTION.
 12.3.1 PROTECTION OF VERTICAL OPENINGS. ANY VERTICAL
 OPENING SHALL BE ENCLOSED OR PROTECTED IN ACCORDANCE
 WITH SECTION 8.6, UNLESS OTHERWISE PERMITTED BY ONE OF
 THE FOLLOWING:
 (1)* STAIRS OR RAMPS SHALL BE PERMITTED TO BE
 UNENCLOSED BETWEEN BALCONIES OR MEZZANINES AND MAIN
 ASSEMBLY AREAS LOCATED BELOW, PROVIDED THAT THE BALCONY
 OR MEZZANINE IS OPEN TO THE MAIN ASSEMBLY AREA.
 (2) EXIT ACCESS STAIRS FROM LIGHTING AND ACCESS
 CATWALKS, GALLERIES, AND GRIDIRONS SHALL NOT BE
 REQUIRED TO BE ENCLOSED.
 (3) ASSEMBLY OCCUPANCIES PROTECTED BY AN APPROVED,
 SUPERVISED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE
 WITH SECTION 9.7 SHALL BE PERMITTED TO HAVE UNPROTECTED
 VERTICAL OPENINGS BETWEEN ANY TWO ADJACENT FLOORS,
 PROVIDED THAT SUCH OPENINGS ARE SEPARATED FROM
 UNPROTECTED VERTICAL OPENINGS SERVING OTHER FLOORS BY A
 BARRIER COMPLYING WITH 8.6.5.
 (4) ASSEMBLY OCCUPANCIES PROTECTED BY AN APPROVED,
 SUPERVISED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE
 WITHSECTION 9.7 SHALL BE PERMITTED TO HAVE CONVENIENCE
 STAIR OPENINGS IN ACCORDANCE WITH 8.6.9.2.
  
 8.6.6 COMMUNICATING SPACE.
 8.6.7* ATRIUMS
 8.6.9 CONVENIENCE OPENINGS.
  
 PLEASE INDICATE WHICH ONE REPRESENTS THE PROPOSED AND
 PROVIDE SPECIFIC DETAILS HOW IT COMPLIES WITH EACH OF
 THE CONDITIONS.
  
  
  
  
 2) SHEET FP 00 - THERE ARE NO INDICATIONS OR DRAWINGS
 RELATING THE CURTAIN WALL AND CLOSELY SPACED SPRINKLERS
 NOTED IN # 1 ABOVE.
  
 PLEASE PROVIDE SPECIFIC DETAILS OF THIS DESIGN ARA
 REQIUREMENTS.
  
  
  
  
 3) SHEET LS 01 - THERE IS AN INDICATION INVOLVING STAIR
 # 2 OF A "DRAFT CURTAIN AND CLOSELY SPACED SPRINKLERS".
 THERE ARE NO DETAILS INDICATED OR SPECIFIC FIRE CODE
 REFERENCES THAT PERMIT THIS TYPE OF LIFE SAFETY
 FEATURE.
  
 PLEASE PROVIDE SPECIFIC DETAILS.
  
  
  
 4) SHEET LS 01 - IN THE CLACULATION OF THE EGRESS
 CAPACITY OF THE STAIRS A 0.2 FIGURE IS BEING USED. PER
 NFPA 101, CHAPTER 7, MEANS OF EGRESS 0.3 SHALL BE USED.
 THE EXCEPTION IN THE BUILDING CODE DOES NOT APPLY TO
 THE FIRE CODE.
  
 7.3.3* EGRESS CAPACITY.
 7.3.3.1 EGRESS CAPACITY FOR APPROVED COMPONENTS OF
 MEANS OF EGRESS SHALL BE BASED ON THE CAPACITY FACTORS
 SHOWN IN TABLE
 7.3.3.1, UNLESS OTHERWISE PROVIDED IN 7.3.3.2 .
 THE TABLE INDICATES "ALL OTHERS 0.3"
  
 PLEASE REVIEW AND CORRECT OR PROVIDE JUSTIFICATIONS.
  
  
  
 5) SHEET LS 01 - IN THE CALCULATION OF THE EGRESS
 CAPACITY FO THE EXIT DOOR A .15 IS BEING USED, PER NFPA
 101, CHAPTER 7, MEANS OF EGRESS 0.2 SHALL BE USED. THE
 EXCEPTION IN THE BUILDING CODE DOES NOT APPLY TO THE
 FIRE CODE.
  
 7.3.3* EGRESS CAPACITY.
 7.3.3.1 EGRESS CAPACITY FOR APPROVED COMPONENTS OF
 MEANS OF EGRESS SHALL BE BASED ON THE CAPACITY FACTORS
 SHOWN IN TABLE
 7.3.3.1, UNLESS OTHERWISE PROVIDED IN 7.3.3.2 .
 THE TABLE INDICATES "ALL OTHERS 0.2"
  
 PLEASE REVIEW AND CORRECT OR JUSTIFY.
  
  
 6) SHEETS FP & FP 01 - THERE ARE NO INDICATIONS
 RELATING TO THE CURTAIN WALL AND CLOSELY SPACED
 SPRINKLERS. THE EOR SHALL MAKE REFERENCE AND ACCEPT THE
 DESIGN AND FUNCTION OF THE PROPOSED OF # 1 ABOVE.
  
 PLEASE REVIEW AND CORRECT OR JUSTIFY.
  
  
  
 7) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
  
  
 8) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
  
  
  
  
  
Review Stop G GAS REVIEW
Rev No 2 Status P Date 2018-04-03 Cont ID  
Sent By gjohnson Date 2018-04-03 Time 10:42 Rev Time 0.00
Received By gjohnson Date 2018-04-03 Time 10:42 Sent To  
Notes
***NONE***
Review Stop G GAS REVIEW
Rev No 1 Status F Date 2018-01-25 Cont ID  
Sent By gjohnson Date 2018-01-25 Time 09:53 Rev Time 0.00
Received By gjohnson Date 2018-01-25 Time 09:53 Sent To  
Notes
2018-01-25 09:53:21 
 1ST REVIEW: FBC 2014 5TH EDITION
  
 GAS COMMENTS:
  
 1. CLEARLY SHOW ALL CUT SECTIONS OF PIPE AND
 CORRESPONDING LENGTHS PER FBC-2014 FUEL GAS, SECS.
 402.4.1, 402.4.2.
  
 2. ON THE RISER SHOW TYPE OF PIPING MATERIAL BEING
 INSTALLED, AND PRESURE. WPB AMENDMENTS TO FBC SEC.
 107.2.1.
  
  
 3. SUBMIT CALCULATIONS FOR COMBUSTION AIR PER THE
 FBC-2014 FUEL GAS CODE SEC. 304.
  
  
 4. SUBMIT A DETAIL SHOWING THE TYPE, LOCATION, SIZE AND
 TERMINATION OF THE GAS VENTS PER FBC-2014 FUEL GAS CODE
 SEC. 502 THRU 505.
  
 5. SUBMIT MANUFACTURER?S SPECIFICATION SHEETS FOR ALL
 GAS EQUIPMENT TO VERIFY COMPLIANCE WITH STANDARDS NFPA
 54, NFPA 58, AND FBC-2014 FUEL GAS SEC. 402.2
  
 6. PLEASE PROVIDE SIZING TABLES USED FROM FBC FG 402
  
 7. SHT. FS-12 SHOWS A ROOF TOP EQUIPMENT R6 WITH A MBH
 LOAD OF 288 IT IS NOT SHOWN ON THE GAS RISER PLEASE
 CLARIFY PER WPB AMEND TO FBC 107.2.1
  
 8. SHT. FS-07 SHOWS EQUIPMENT #5-10 WITH A QUANITY OF 1
 AND A MBH LOAD OF (3) 40 THE GAS RISER SHOWS IT AS 40
 MBTU PLEASE CLARIFY. PER WPB AMEND TO FBC 107.2.1
  
 9. SHT. P7-1 THE TOTAL MBH ON THE KITCHEN COOKING
 ISOMETRIC ADDS UO TP 1391 MBH THE MAIN RISER SHOWS AN
 11/2? PIPE TO THE KITCHEN WITH 1471 MBH PLEASE CLARIFY.
 PER WPB AMEND TO FBC 107.2.1
  
 10. LABEL THE GAS RISER TO MATCH THE FLOOR PLAN. PER
 WPB AMEND TO FBC 107.2.1
  
 11. PLEASE PROVIDE AN EXPANDED ISOMETRIC FOR THE AREA
 OF THE KITCEN AND WATER HEATERS COMBINED THE AREA IS TO
 CONJESTED ON THE MAIN RISER. 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 I INCOMING/PROCESSING
Rev No 5 Status N Date 2018-09-11 Cont ID  
Sent By shill Date 2018-09-11 Time 08:43 Rev Time 0.00
Received By shill Date 2018-08-27 Time 08:48 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2018-08-17 Cont ID  
Sent By gjohnson Date 2018-08-17 Time 15:52 Rev Time 0.00
Received By gjohnson Date 2018-07-10 Time 16:21 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2018-04-23 Cont ID  
Sent By lmarchan Date 2018-04-23 Time 16:42 Rev Time 0.00
Received By lmarchan Date 2018-04-18 Time 15:27 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2018-04-12 Cont ID  
Sent By shill Date 2018-04-12 Time 10:16 Rev Time 0.00
Received By shill Date 2018-03-12 Time 16:48 Sent To  
Notes
2018-04-12 10:17:04SENT EMAIL REQUEST FOR ENGINEERING TO DO REVIEW
  
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2018-01-26 Cont ID  
Sent By jwitmer Date 2018-01-26 Time 07:56 Rev Time 0.00
Received By lmarchan Date 2017-12-11 Time 17:06 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 4 Status P Date 2018-09-06 Cont ID  
Sent By shill Date 2018-09-06 Time 19:01 Rev Time 0.00
Received By shill Date 2018-09-06 Time 18:34 Sent To  
Notes
2018-09-06 19:02:50MU-2018-014951-0000
 $56,524.64
  
 PAID WITH REVISION 18071337 EXPAND FOUNDATION TO
 VERTICAL SHELL
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status F Date 2018-07-19 Cont ID  
Sent By rmcdouga Date 2018-07-19 Time 18:48 Rev Time 0.00
Received By rmcdouga Date 2018-07-19 Time 18:48 Sent To  
Notes
2018-07-19 18:49:08BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. ONE SET OF
 PLANS WILL HAVE TO BE TAKEN (BY THE CONTRACTOR OR
 REPRESENTATIVE) TO THE PALM BEACH COUNTY IMPACT FEE
 OFFICE LOCATED AT 2300 N. JOG RD. ROOMS 2W01-2W14 WEST
 PALM BEACH, FL. THE ACTUAL PERMIT SET OF PLANS MUST BE
 STAMPED BY THAT OFFICE, AND A COPY OF THE PAID RECEIPT
 ATTACHED TO THE PERMIT APPLICATION. PLEASE CALL
 (561)233-5025 FOR MORE INFORMATION.
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status F Date 2018-03-30 Cont ID  
Sent By jwitmer Date 2018-03-30 Time 07:16 Rev Time 0.00
Received By jwitmer Date 2018-03-30 Time 07:00 Sent To  
Notes
2018-03-30 07:16:03IMPACT FEES
 BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. ONE SET OF
 PLANS WILL HAVE TO BE TAKEN (BY THE CONTRACTOR OR
 REPRESENTATIVE) TO THE PALM BEACH COUNTY IMPACT FEE
 OFFICE LOCATED AT 2300 N. JOG RD. ROOMS 2W01-2W14 WEST
 PALM BEACH, FL. THE ACTUAL PERMIT SET OF PLANS MUST BE
 STAMPED BY THAT OFFICE, AND A COPY OF THE PAID RECEIPT
 ATTACHED TO THE PERMIT APPLICATION. PLEASE CALL
 (561)233-5025 FOR MORE INFORMATION.
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2018-01-09 Cont ID  
Sent By jwitmer Date 2018-01-09 Time 07:04 Rev Time 0.00
Received By jwitmer Date 2017-12-21 Time 07:42 Sent To  
Notes
2018-01-09 07:04:38BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. ONE SET OF
 PLANS WILL HAVE TO BE TAKEN (BY THE CONTRACTOR OR
 REPRESENTATIVE) TO THE PALM BEACH COUNTY IMPACT FEE
 OFFICE LOCATED AT 2300 N. JOG RD. ROOMS 2W01-2W14 WEST
 PALM BEACH, FL. THE ACTUAL PERMIT SET OF PLANS MUST BE
 STAMPED BY THAT OFFICE, AND A COPY OF THE PAID RECEIPT
 ATTACHED TO THE PERMIT APPLICATION. PLEASE CALL
 (561)233-5025 FOR MORE INFORMATION.
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2018-09-06 Cont ID  
Sent By ccole Date 2018-09-06 Time 14:03 Rev Time 0.00
Received By ccole Date 2018-09-05 Time 17:34 Sent To  
Notes
2018-09-06 14:06:22MECHANICAL PROVISOS:
 CCOLE- 9/6/18
  
 THE FOLLOWING IS A LIST OF DEFERRED SUBMITTALS AS
 REQUESTED. PLEASE NOTE THAT ALL SUBMITTALS, AND ALL
 DELEGATED ENGINEERING, SHOP DRAWINGS ETC. SHALL BEAR
 APPROVAL STAMPS BY THE ENGINEER OF RECORD.
  
 1) WIND LOAD ENGINEERING FOR ALL ROOFTOP AND EXTERIOR
 MECHANICAL EQUIPMENT INCLUDING THE RTU'S, RTU CURBS,
 CONDENSERS AND STANDS, DUCTWORK AND SUPPORTS, FANS AND
 FAN CURBS, PIPE STANDS AND BRACKETS, INFRARED HEATERS,
 DESTRATIFICATION FANS, ETC.
  
 2) MIAMI-DADE NOA'S AND/OR FL. PRODUCT APPROVALS FOR
 LOUVERS AND ROOF STANDS, INCLUDING PRODUCT DATA SHEETS
 FOR THE LOUVERS FROM THE MANUFACTURER.
  
 3) WATER HEATER AND WATER HEATER VENT PIPING.
  
 4) FIRE DAMPERS, AND FIRE/SMOKE DAMPERS.
  
 5) DUCT SMOKE DETECTORS.
  
 6) MOTORIZED DAMPERS.
  
 7) REFRIGERANT RISER DIAGRAM FOR THE AAON FAN COIL
 SYSTEMS.
  
 8) KITCHEN COOKING APPLIANCES
  
 9) FIRESTOPPING
  
 10) PIPE AND DUCT INSULATIONS.
  
 11) GREASE DUCT ENCLOSURE WRAPPING.
  
 12) COMMISSIONING OF THE MECHANICAL AND ELECTRICAL
 LIGHTING SYSTEMS.
  
 ADVISORY: PLEASE NOTE THAT THE FINAL COMMISSIONING
 REPORT MUST BE SUBMITTED TO BOTH THE OWNERSHIP OF THE
 BUILDING AND THE BUILDING DEPARTMENT PRIOR TO RECEIVING
 THE CERTIFICATE OF OCCUPANCY.
  
 ADVISORY: SEPATRATE PERMITS ARE REQUIRED FOR THE
 KITCHEN EXHAUST HOODS, FIRE SUPPRESSION SYSTEMS, FIRE
 SPRINKLERS, FIRE ALARM, AND WALK-IN COOLER AND FREEZER.
  
  
 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 3 Status F Date 2018-08-10 Cont ID  
Sent By ccole Date 2018-08-10 Time 08:15 Rev Time 0.00
Received By ccole Date 2018-08-09 Time 10:44 Sent To  
Notes
2018-08-10 08:16:573RD REVIEW FBC-2014 MECHANICAL, ENERGY CONSERVATION,
 FUEL GAS CODES, AND WEST PALM BEACH AMENDMENTS TO THE
 FBC-14
 PERMIT #17120261
 8/10/18
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) THE UPDATED COMCHECK ENERGY CERTIFICATE IS NOT
 ELECTRONICALLY SIGNED AND SEALED BY THE ENGINEER OF
 RECORD- SECTION 61G15-23.005 FAC.
  
 2) SHEETS M2-2-B & M2-3-B: PLEASE ADD NOTES TO THE
 DRAWING TO INDICATE THE GREASE EXHAUST DUCT WILL BE
 ENCLOSED BY A FIELD-APPLIED GREASE DUCT ENCLOSURE THAT
 IS A LISTED AND LABELED WRAPPING MATERIAL OR PRODUCT
 THAT HAS BEEN SPECIFICALLY EVALUATED FOR SUCH PURPOSE
 IN ACCORDANCE WITH ASTM E 2336. PLEASE PROVIDE THE NAME
 OF THE PRODUCT ON THE PLAN AND SUBMIT MANUFACTURER'S
 SPECIFICATIONS.
  
 3) MEPO-2: PLEASE CLARIFY WHY NO HEAT RECOVERY COOLING
 OR HEATING DATA FOR RTU-3 IS SHOWN IN THE SCHEDULE.
  
 4) THE FOLLOWING IS A LIST OF DEFERRED SUBMITTALS AS
 REQUESTED. PLEASE NOTE THAT ALL SUBMITTALS, AND ALL
 DELEGATED ENGINEERING, SHOP DRAWINGS ETC. SHALL BEAR
 APPROVAL STAMPS BY THE ENGINEER OF RECORD.
  
 A) WIND LOAD ENGINEERING FOR ALL ROOFTOP AND EXTERIOR
 MECHANICAL EQUIPMENT INCLUDING THE RTU'S, RTU CURBS,
 CONDENSERS AND STANDS, DUCTWORK AND SUPPORTS, FANS AND
 FAN CURBS, PIPE STANDS AND BRACKETS, INFRARED HEATERS,
 DESTRATIFICATION FANS, ETC.
  
 B) MIAMI-DADE NOA'S AND/OR FL. PRODUCT APPROVALS FOR
 LOUVERS AND ROOF STANDS, INCLUDING PRODUCT DATA SHEETS
 FOR THE LOUVERS FROM THE MANUFACTURER.
  
 C) WATER HEATER AND WATER HEATER VENT PIPING.
  
 D) FIRE DAMPERS.
  
 E) DUCT SMOKE DETECTORS.
  
 F) MOTORIZED DAMPERS.
  
 G) REFRIGERANT RISER DIAGRAM FOR THE AAON FAN COIL
 SYSTEMS.
  
 H) KITCHEN COOKING APPLIANCES
  
 I) FIRESTOPPING
  
 J) PIPE AND DUCT INSULATIONS.
  
 K) GREASE DUCT ENCLOSURE WRAPPING.
  
 L) COMMISSIONING OF THE MECHANICAL AND ELECTRICAL
 LIGHTING SYSTEMS.
  
 ADVISORY: PLEASE NOTE THAT THE FINAL COMMISSIONING
 REPORT MUST BE SUBMITTED TO BOTH THE OWNERSHIP OF THE
 BUILDING AND THE BUILDING DEPARTMENT PRIOR TO RECEIVING
 THE CERTIFICATE OF OCCUPANCY.
  
 ADVISORY: SEPATRATE PERMITS ARE REQUIRED FOR THE
 KITCHEN EXHAUST HOODS, FIRE SUPPRESSION SYSTEMS, FIRE
 SPRINKLERS, FIRE ALARM, AND WALK-IN COOLER AND FREEZER.
  
  
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. ADDITIONALLY, PLEASE INSERT
 CORRECTED PLAN SHEETS INTO THE SETS, REMOVE THE
 PREVIOUSLY REVIEWED SHEETS AND MARK VOID ON THEM, AND
 KEEP THEM WITH THE SUBMITTALS.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 401 CLEMATIS STREET
 WEST PALM BEACH FL 33401
 561-805-6719
 [email protected]
  
  
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2018-04-05 Cont ID  
Sent By ccole Date 2018-04-05 Time 07:28 Rev Time 0.00
Received By ccole Date 2018-04-03 Time 10:18 Sent To  
Notes
2018-04-05 07:30:492ND REVIEW FBC-2014 MECHANICAL, ENERGY CONSERVATION,
 FUEL GAS CODES, AND WEST PALM BEACH AMENDMENTS TO THE
 FBC-14
 PERMIT #17120261
 1/12/18
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) THE AC CALCULATIONS FOR RTU-1, 2, & 3 MUST BE
 ELECTRONICALLY SIGNED AND SEALED BY THE ENGINEER WHO
 PREPARED THE CALCULATIONS- SECTION 105.3.1.2(3) WPB
 AMENDMENTS TO THE FBC, AND SECTIONS 61G15-23.001 AND
 61G15-23.005 FLORIDA ADMINISTRATIVE CODE.
  
 2) SHEET MEPO-2: A) AC SYSTEMS FCU-103, FCU-104,
 AC-101, AC-102, AND AC-302 ARE OVERSIZED PER THE
 SUBMITTED AC CALCULATIONS- SECTION C403.2.2 FBC-14
 ENERGY CONSERVATION. B) THE SCHEDULE SHOWS A DEFICIENT
 AMOUNT OF 1100 CFMS OF SUPPLY AIR FOR FC-104 WHICH IS A
 4-TON SYSTEM.
  
 3) COMCHECK COMPLIANCE AND SHEETS MEPO-2 & MEPO-3: A)
 THE RTU CAPACITIES AND EER'S AS LISTED IN THE COMCHECK
 REPORT DO NOT MATCH THE CAPACITIES AND EER'S IN THE
 SCHEDULES. B) NO EER IS LISTED IN THE SCHEDULE FOR
 MAU-1. C) NO EER'S OR SEER'S FOR THE FAN COIL UNITS AND
 SPLIT SYSTEMS HAVE BEEN PROVIDED IN THE SCHEDULES TO
 COMPARE WITH THE RATINGS SHOWN IN THE CALCULATIONS.
  
 4) THE SUBMITTED CUT SHEETS FOR THE SPACE-RAY OUTDOOR
 INFRARED HEATERS DO NOT PROVIDE EVIDENCE OF COMPLIANCE
 WITH ANSI Z83.19 OR Z83.20- SECTION 630.1 FBC-14 FUEL
 GAS.
  
 5) AS PREVIOUSLY REQUESTED IN THE 1ST REVIEW, PLEASE
 PROVIDE A COMMISSIONING PLAN AS OUTLINED IN SECTION
 C408.2.1 FBC-14 ENERGY CONSERVATION. ACCORDING TO THE
 RESPONSE NARRATIVE TO THE 1ST REVIEW COMMENTS, THERE
 ARE NOTES ON SHEET M0-1 CLARIFYING THE COMMISSIONING
 PLAN. I WAS NOT ABLE TO LOCATE ANY NOTES ON THIS SHEET.
  
 6) SHEET M2-1B: EXHAUST SYSTEMS ARE REQUIRED FOR THE
 FITTING ROOMS- TABLE 403.3.
  
 7) SHEETS M2-2-B & M2-3-B: THE MAU-1 DUCT, AND THE
 RTU-3 SUPPLY AND RETURN DUCT CANNOT BE LOCATED IN THE
 SAME SHAFT OR CHASE WITH THE GREASE EXHAUST DUCT IN
 ACCORDANCE WITH SECTION 506.3.11. CLARIFY IS THE GREASE
 EXHAUST DUCT IS TO BE ENCLOSED IN A SEPARATE SHAFT, OR
 HAVE A FIELD-APPLIED ENCLOSURE SUCH AS FIREWRAPPING
 THAT IS COMPLIANT WITH ASTM E 2336.
  
 8) PLEASE PLACE THE COMBUSTION AIR CALCULATION FOR THE
 GAS-FIRED COOKING APPLIANCES ONTO THE PLAN.
  
 9) WIND LOAD ENGINEERING FOR THE ROOFTOP MECHANICAL
 EQUIPMENT, THE DESTRATIFICATION FANS, AND INFRARED
 HEATERS IS ACKNOWLEDGED TO BE DEFERRED SUBMITTALS.
 ADDITIONAL REQUIRED SUBMITTALS TO BE PROVIDED AT THE
 PRESENT TIME OR AS DEFERRED SUBMITTALS INCLUDE: AC
 STANDS, RTU AND FAN CURBS, DUCT AND PIPE STANDS AND
 BRACKETS FOR ROOFTOP ATTACHMENT, FIRE DAMPERS, SMOKE
 DETECTORS, MOTORIZED DAMPERS, EXHAUST AND O/A LOUVERS,
 WATER HEATER AND WATER HEATER VENT PIPING.
  
  
 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 2018-01-16 Cont ID  
Sent By ccole Date 2018-01-16 Time 16:50 Rev Time 0.00
Received By ccole Date 2018-01-16 Time 16:50 Sent To  
Notes
2018-01-16 16:51:351ST REVIEW FBC-2014 MECHANICAL, ENERGY CONSERVATION
 CODES
 PERMIT #17120261
 1/12/18
  
 PLAN REVIEW RESULTS: DENIED.
  
 1) PROVIDE COOLING AND HEATING CALCULATIONS FOR THE AC
 SYSTEMS INCLUDING THE RTU'S, THE SPLIT SYSTEMS, THE FAN
 COIL UNITS, THE INFRARED HEATERS, THE ECUH'S, AND
 EUH'S. - SECTION C403.2.1 FBC-14 ENERGY CONSERVATION
 AND SECTION 312.1 FBC-14 MECHANICAL.
  
 2) THE COMCHECK ENERGY COMPLIANCE SUBMITTAL DOES NOT
 PROVIDE COMPLIANCE DATA FOR ANY OF THE PROPOSED HVAC
 SYSTEMS INCLUDING THE RTU'S, THE SPLIT SYSTEMS, THE FAN
 COIL UNITS, THE INFRARED HEATERS, THE ECUH'S, AND
 EUH'S- TABLE C403.2.3(1) FBC-14 ENERGY CONSERVATION.
  
 3) COMMISSIONING OF THE MECHANICAL SYSTEMS IS REQUIRED
 PER SECTION C408.2 FBC-14 ENERGY CONSERVATION. SUBMIT A
 COMMISSIONING PLAN AS OUTLINED IN SECTION C408.2.1 AND
 DESCRIBED IN SECTIONS C403.2.2- C408.2.3.3. PLEASE NOTE
 THAT A COPY OF THE COMMISSIONING REPORT SHALL BE
 SUBMITTED FOR REVIEW AT FINAL INSPECTION.
  
 4) SHEET MEPO-3: PROVIDE EXHAUST VENTILATION
 CALCULATIONS FOR ALL ROOMS AND SPACES BEING EXHAUSTED
 THROUGH RTU'S 1 & 2. REFER TO TABLE 403.3 FOOTNOTE G
 AND VERIFY NO MORE THAN 10% OF AIR EXHAUSTED FROM THE
 BATHROOMS AND LOCKERS ROOMS IS BEING RECIRCULATED.
  
 5) MEPO-3: THE AIR BALANCE SCHEDULE FOR RTU-1 & 2 SHOWS
 MORE AIR BEING RETURN THAN IS BEING SUPPLIED- PLEASE
 CLARIFY.
  
 6) SHEETS M2-1A, M2-1B, M2-2A, M2-2B, M2.3-A, M2.3-B,
 M2.4-A, M2-4B: IN ORDER TO HELP EXPEDITE THE REVIEW
 PLEASE IDENTIFY ALL ROOMS AND SPACES SHOWN ON THE
 LAYOUT PLANS.
  
 7) SHEETS M2-1A & M2-1B: PLEASE CLARIFY HOW AIR
 SUPPLIED TO THE ROOMS AND SPACES SHOWN ON THE PLANS IS
 BEING RETURNED TO RTU-1.
  
 8) DUCT SMOKE DETECTORS ARE REQUIRED IN THE RETURN AIR
 SYSTEMS OF: A) RTU'S 1- 4. B) FCU'S 103 & 104. C) AC
 101- SECTION 606.2.1. PLEASE SHOW THE LOCATIONS OF THE
 DEVICES ON THE PLANS. PLEASE NOTE SMOKE DETECTORS ARE
 ALSO REQUIRED FOR COMMON RETURN AIR PLENUMS WITH
 DESIGNE CAPACITIES GREATER THAN 200 CFMS- SECTION
 606.2.2.
  
 9) DUCT SMOKE DETECTORS ARE REQUIRED FOR THE RETURN AIR
 RISER SERVING RTU-2. THE SMOKE DETECTORS SHALL BE
 PLACED AT EACH STORY- SECTION 606.2.3
  
 10) WIND LOAD ENGINEERING IS REQUIRED FOR ALL EXTERIOR
 MECHANICAL EQUIPMENT AND APPLIANCE INSTALLATIONS PER
 SECTION 301.15 FBC-14 MECHANICAL, AND SECTION 1609
 FBC-14 BUILDING. PLEASE CORRECT THE NOTES ON SHEET M8-1
 SPECIFYING 140 MPH WIND SPEED AND RISK CATEGORY III.
 REFER TO SECTION 1609.1.1 AND PROVIDE THE CORRECT
 DESIGN CRITERIA. SUBMIT VALID FLORIDA PRODUCT
  
 APPROVALS AND/OR MIAMI-DADE NOA'S FOR ANY RTU CURBS,
 ROOF STANDS, CONDENSER CLIPS, FANS, FAN CURBS, AND O/A
 AND EXHAUST LOUVERS TO BE USED ON THE PROJECT- RULE
 9N-3 FAC. ALL SUBMITTALS SHALL HAVE SHOP DRAWING STAMPS
 BY THE EOR.
  
 11) M8-1 & M8-2: PROVIDE COMPLETE ANCHORING AND
 ATTACHMENT DETAILS: RTU CURBS TO STRUCTURE, RTU TO
 CURB, AC STAND TO STRUCTURE, AC CONDENSER TO STAND, FAN
 CURBS TO STRUCTURE, FANS TO CURBS, AND ROOF TOP
 DUCTWORK TO STRUCTURE.
  
 12) PROVIDE WIND LOAD DESIGN CRITERIA AND INSTALLATION
 DETAILS FOR THE INFRARED HEATERS AND THE
 DESTRATIFICATION FANS- SECTION 301.15.
  
 13) M7-1: PROVIDE CONTROLS OPERATION DETAILS AND
 DIAGRAMS FOR THE INFRARED HEATERS AND DESTRATIFICATION
 FANS
  
 14) M8-1: PROVIDE A HORIZONTAL FIRE DAMPER DETAIL.
  
 15) SUBMIT SPECS FOR THE WATER HEATERS AND VENT FLUES
 AND PROVIDE EQUIPMENT SCHEDULES ON THE PLAN.
  
 16) THE CONDENSATE IS NOTED IN MANY LOCATIONS ON THE
 PLAN TO BE DRAINED ONTO SPLASH BLOCKS ON THE ROOF WHICH
 IS NOT AN APPROVED PLACE OF DISPOSAL. REFER TO SECTION
 307 AND SHOW ALL PIPING RUNS, PIPING DETAILS AND
 DISCHARGE LOCATIONS.
  
 17) REFER TO SECTION 304 FBC-14 FUEL GAS AND PROVIDE
 COMBUSTION AIR CALCULATIONS FOR ALL GAS-FIRED COOKING
 APPLIANCES.
  
 18) ACCESS FOR SERVICE AND REPLACEMENT OF ALL ABOVE
 CEILING FCU'S , HEATERS, FANS ETC. SHALL BE PROVIDED IN
 ACCORDANCE WITH SECTION 306.1. PLEASE SHOW ACCESS PANEL
 LOCATIONS ON THE PLAN AND INCLUDE PANEL DIMENSIONS.
  
 19) ADVISORY: SEPARATE PERMITS ARE REQUIRED FOR THE
 KITCHEN HOOD AND FIRE SUPPRESSION SYSTEM, AND WALK-IN
 COOLER AND FREEZERS.
  
  
 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 NFIP NFIP REVIEW ACTIVITY
Rev No 1 Status P Date 2019-09-17 Cont ID  
Sent By rgathrig Date 2019-09-17 Time 10:32 Rev Time 0.00
Received By rgathrig Date 2019-09-17 Time 10:32 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status P Date 2018-08-17 Cont ID  
Sent By gjohnson Date 2018-08-17 Time 15:51 Rev Time 0.00
Received By gjohnson Date 2018-08-16 Time 08:20 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2018-04-03 Cont ID  
Sent By gjohnson Date 2018-04-03 Time 10:04 Rev Time 0.00
Received By gjohnson Date 2018-03-26 Time 16:19 Sent To  
Notes
2018-04-03 10:05:52 
 2ND REVIEW: FBC 2014 5TH EDITION
  
 PLUMBING COMMENTS: PREVIOUS COMMENTS
  
 PARTIALLY COMPLIED 6. PLEASE PROVIDE A LABELING SYSTEM
 FOR THE SANITARY, WATER AND GAS THAT WILL SHOW A
 COHESIVE CORRELATION BETWEEN THE RISER?S ISOMETRIC
 DRAWINGS AND FLOOR PLANS. PER WPB AMEND TO THE FBC
 107.2.1
 THE ISOMETRIC DRAWINGS ARE STILL EXTREMELY CONFUSING I
 CANNOT DETERMINE CODE COMPLIANCE. PER WPB AMEND TO FBC
 2017 SEC 107.2.1 CONSTRUCTION DOCUMENTS SHALL BE OF
 SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND
 EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT IT
 WILL CONFORM TO THE PROVISIONS OF THIS CODE AND
 RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS
 DETERMINED BY THE BUILDING OFFICIAL.
 A) THE TAGS ON THE SANITARY STACKS ON THE FLOOR PLAN
 ARE ALL LABELLED THE SAME WITH THE KEY NOTE NUMBER
 PLEASE TAG WITH INDIVIDUAL NUMBERS OR LETTERS THAT CAN
 BE FOUND ON THE ISOMETRIC DRAWINGS.
 B) ON THE ENLARGED ISOMETRIC DRAWINGS THE INDIVIDUAL
 PIPES NEED TO BE LABELED MATCH TO THE PIPE IT IS
 CONNECTED TO ON OTHER ISOMETRICS THE ONES SHOWN NOW
 JUST INDICATE OTHER ISOMETRIC NOT INDIVIDUAL PIPES.
 C) THE OVERALL ISOMETRIC ON SHT P7-3 NEEDS TO BE SPLIT
 UP AND ENLARGED ALSO THE FIXTURE AND SOIL STACKS NEED
 TO BE LABELED.
 D) ON ALL THE ISOMETRIC DRAWING PLEASE REMOVE ALL STRAY
 PIPING THAT IS NOT SHOWN TO CONNECT ANYWHERE OR LABEL
 IT.
 E) THE ENLARGED ISOMETRIC DRAWING ARE STILL TO COMPACT
 PLEASE ENLARGE.
  
 PARTIALLY COMPLIED 8. PROVIDE A COMPLETE SANITARY AND
 GREASE ISOMETRIC FOR THE SECOND AND THIRD FLOOR SHOWING
 THE KITCHEN, BATHROOMS AND BAR AREAS, ON THE BRANCHES
 FOR EACH AREA YOU CAN LABEL IT TO COINCIDE TO THE
 ENLARGED ISOMETRIC DRAWING INSTEAD OF DRAWING THE AREA
 TWICE. PER WPB AMEND TO THE FBC 107.2.1
 PLEASE LABEL GREASE AND SANITARY SEPARATELY.
  
 PARTIALLY COMPLIED 12. PLEASE PROVIDE SIZING
 CALCULATIONS FOR THE GREASE INTERCEPTORS. . PER WPB
 AMEND TO THE FBC 107.2.1
 THE SIZING CALCULATIONS FOR THE GREASE INTERCEPTOR
 APPEAR TO BE INCOMPLETE PLEASE PROVIDE THE WASTE WATER
 FACTOR AND THE LOAD FACTOR. I CANNOT DETERMINE HOW YOUR
 CALCULATION FIGURES OUT TO 3305 GAL PLEASE CLARIFY.
  
 NEW COMMENTS:
  
 1. IS THE ELEVATOR A TRACTION TYPE OR HYDRAULIC IF IT
 IS HYDRAULIC AN OIL SEPARATOR IS REQUIRED OR AN OIL
 ALARM SYSTEM. PER FBC PL 1003.4
 2. SHT. P0-1 NOTE #1 THE PLUMBING SHALL BE DESIGNED AND
 SIZED PER THE 2014 FBC PLUMBING 5TH EDITION THE 2012 IS
 SHOWN.
 3. MAXIMUM SIZE OF THE GREASE INTERCEPTOR PER WPB
 UTILITIES IS 1250 GAL YOU CAN CONTACT JEFFERY ODOMS PH
 # 561-822-2172 OR [email protected]
 4. SHT. P4-2 THE 6? HORIZONTAL OVERFLOW STORM DRAIN
 PIPING WITH 5700 + 5740 SQFT IS UNDERSIZED @ 1/8 FT.
 THE MAX FOR 6? IS 4280SQFT.PER FBC PL TABLE 1106.3
  
  
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2018-01-25 Cont ID  
Sent By gjohnson Date 2018-01-25 Time 17:01 Rev Time 0.00
Received By gjohnson Date 2018-01-22 Time 14:48 Sent To  
Notes
2018-01-25 09:52:30 
 1ST REVIEW: FBC 2014 5TH EDITION
  
 PLUMBING COMMENTS:
  
 1. THIS PROJECT SHALL COMPLY WITH FBC PL 403.1.3 POTTY
 PARITY. IN ASSEMBLY OCCUPANCIES, RESTROOMS WHICH ARE
 OPEN TO THE PUBLIC MUST HAVE A RATIO OF 3:2 WATER
 CLOSETS PROVIDED FOR WOMEN AS THE COMBINED TOTAL OF
 WATER CLOSETS AND URINALS PROVIDED FOR MEN, UNLESS
 THESE ARE TWO OR FEWER SUCH FIXTURES FOR MEN, IN
 ACCORDANCE WITH SECTION 553.86, FLORIDA STATUTES.
  
 2. PLEASE PROVIDE A BREAKDOWN OF THE FIXTURE COUNT FOR
 EACH SPACE SUCH AS THE RESTAURANT SPACE AS A2 THE AREA
 OF THE DRIVING RANGE WOULD BE A4 AREAS SUCH AS STORAGE
 AND MECHANICAL / MAINTENANCE ROOMS WOULD BE S1. PER FBC
 PL TABLE 403.1 AND SEC 403.1.1
  
 3. SHT. A0-03 SHOW THE GRAB BARS MEASURED FROM FINISHED
 FLOOR TO THE TOP OF THE GRIPPING SURFACE AND MOUNTED IN
 A HORIZONTAL POSITION VERTICAL GRAB BARS ARE NOT
 APPROVED PER FBC ACC 609.4
  
 4. WHAT TYPE OF EQUIPMENT WILL BE IN THE MAINTENANCE /
 MECHANICAL ROOM 01.07.07IF ANYTHING WITH OIL OR
 HYDRAULIC FLUID THE FLOOR DRAIN SHALL DISCHARGE THROUGH
 AN OIL SEPARATOR. PER FBC PL 1003.4
  
 5. WALLS AND PARTITIONS WITHIN 2 FEET OF SERVICE SINKS
 SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE, TO A
 HEIGHT OF NOT LESS THAN 4 FEET ABOVE THE FLOOR, AND
 EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIALS USED IN
 SUCH WALLS SHALL BE OF A TYPE THAT IS NOT ADVERSELY
 AFFECTED BY MOISTURE. PER FBC 1210.2.2
  
 6. PLEASE PROVIDE A LABELING SYSTEM FOR THE SANITARY,
 WATER AND GAS THAT WILL SHOW A COHESIVE CORRELATION
 BETWEEN THE RISER?S ISOMETRIC DRAWINGS AND FLOOR PLANS.
 PER WPB AMEND TO THE FBC 107.2.1
  
 7. PROVIDE A COLLECTION ISOMETRIC FOR THE SANITARY AND
 GREASE SYSTEMS PER WPB AMEND TO THE FBC 107.2.1
  
 8. PROVIDE A COMPLETE SANITARY AND GREASE ISOMETRIC FOR
 THE SECOND AND THIRD FLOOR SHOWING THE KITCHEN,
 BATHROOMS AND BAR AREAS, ON THE BRANCHES FOR EACH AREA
 YOU CAN LABEL IT TO COINCIDE TO THE ENLARGED ISOMETRIC
 DRAWING INSTEAD OF DRAWING THE AREA TWICE. PER WPB
 AMEND TO THE FBC 107.2.1
  
 9. ANY SANITARY VENT TERMINALS ON THE ROOF SHALL BE A
 MIN OF 10? AWAY FROM ANY AIR INTAKE OPENINGS. PER FBC
 PL 903.5
  
 10. WHERE ARE THE ELEVATOR SUMP PUMPS DISCHARGING. .
 PER WPB AMEND TO THE FBC 107.2.1
  
 11. PROVIDE CIVIL DRAWINGS SHOWING THE LOCATION OF THE
 SANITARY, WATER, GREASE AND STORM DRAINS, IT LIST CIVIL
 DRAWING IN THE INDEX BUT THEY ARE NOT IN THE PLAN SET.
 . PER WPB AMEND TO THE FBC 107.2.1
  
 12. PLEASE PROVIDE SIZING CALCULATIONS FOR THE GREASE
 INTERCEPTORS. . PER WPB AMEND TO THE FBC 107.2.1
  
 13. PLEASE SHOW SQFT ON ALL OF THE PIPING ON THE STORM
 DRAIN ISOMETRIC. . PER WPB AMEND TO THE FBC 107.2.1
  
 14. A SEPARATE PERMIT IS REQUIRED FOR ANY BACKFLOW
 DEVICES ON THE DOMESTIC WATER MAIN AND FIRE LINE AND
 THE GREASE INTERCEPTOR. PER WPB UTILITIES DEPT. PLEASE
 PLACE NOTE ON THE PLAN. . PER WPB AMEND TO THE FBC
 107.2.1
  
 15. THE ROOM OR AREA NUMBERS ON THE FOOD SERVICE SHEETS
 DO NOT MATCH THE ARCHITECTAUL SHEETS.
 A) SHT. FS-01 SHOWS THE PANTRY HALLWAY/LOCKER ROOM AS
 01.05.02 SHT. A2.01.B SHOWS THIS AREA AS 01.07.02
 B) SHT. FS-01 SHOWS THE PANTRY AS 1.11.02 AND THE EVENT
 BAR AS 01.11.03 SHT. A2-01-A SHOWS THE PANTRY AS
 0.14.02 AND THE EVENT BAR AS 01.14.03
 C) SHT. FS-02 SHOWS THE PANTRY AS 02.05.02 SHT. A2-02-B
 SHOWS IT AS 02.07.02
 D) SHT. FS-03 SHOWS THE PANTRY AS 02.09.02 THE
 RESTAURANT IS SHOWN AS 02.12.02 SHT. A2-02-A SHOWS THE
 PANTRY AS 02.12.03 THE RESTAURANT AS 02.14.02
 E) SHT. FS-04 SHOWS THE PANTRY AS 03.5.04 SHT. A2-03-B
 SHOWS THE PANTRY AS 03.07.04
 PLEASE CHECK ALL THE FOOD SERVICE SHEETS AND CORRECT.
 PER WPB AMEND TO FBC 107.2.1
  
 16. ALL FLOOR DRAINS SHALL HAVE TRAP PRIMERS PLEASE
 SHOW ON ISOMETRIC DRAWING. PER FBC PL 1002.4
  
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE
 LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY
 RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT
 CORRECTED PAGES INTO TO SUBMITTAL AND REMOVE OR VOID
 THE PREVIOUSLY REVIEWED SHEETS.
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
Review Stop P-GREASE GREASE INTERCEPTOR/TRAP REVIEW
Rev No 2 Status P Date 2018-08-17 Cont ID  
Sent By gjohnson Date 2018-08-17 Time 15:50 Rev Time 0.00
Received By gjohnson Date 2018-08-17 Time 15:50 Sent To  
Notes
***NONE***
Review Stop P-GREASE GREASE INTERCEPTOR/TRAP REVIEW
Rev No 1 Status F Date 2018-04-03 Cont ID  
Sent By gjohnson Date 2018-04-03 Time 10:06 Rev Time 0.00
Received By gjohnson Date 2018-04-03 Time 10:06 Sent To  
Notes
2018-04-03 10:07:26 
 PARTIALLY COMPLIED 12. PLEASE PROVIDE SIZING
 CALCULATIONS FOR THE GREASE INTERCEPTORS. . PER WPB
 AMEND TO THE FBC 107.2.1
 THE SIZING CALCULATIONS FOR THE GREASE INTERCEPTOR
 APPEAR TO BE INCOMPLETE PLEASE PROVIDE THE WASTE WATER
 FACTOR AND THE LOAD FACTOR. I CANNOT DETERMINE HOW YOUR
 CALCULATION FIGURES OUT TO 3305 GAL PLEASE CLARIFY.
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
Review Stop P-IRRIGATE IRRIGATION REVIEW
Rev No 1 Status P Date 2018-03-27 Cont ID  
Sent By gjohnson Date 2018-03-27 Time 14:21 Rev Time 0.00
Received By gjohnson Date 2018-03-27 Time 14:21 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2018-09-11 Cont ID  
Sent By shill Date 2018-09-11 Time 08:41 Rev Time 0.00
Received By shill Date 2018-09-11 Time 08:41 Sent To  
Notes
2018-09-11 08:43:43****PROVISO****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 1. PAGES AFTER SHEET # 201 ARE ALL DIGITALLY SIGNED &
 SEALED, BUT PAGES BEFORE 201 ARE NOT.
  
 FS471, 481, DOCUMENTS PREPARED BY AN ENGINEER AND
 SUBMITTED FOR PUBLIC RECORD ARE TO BE SIGNED, SEALED,
 DATED ORIGINALS.
  
 PROVIDE PAPER ORIGINALS.
  
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2018-09-07 Cont ID  
Sent By shill Date 2018-09-07 Time 10:57 Rev Time 0.00
Received By shill Date 2018-07-30 Time 11:54 Sent To  
Notes
2018-09-07 10:59:34****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 1. PAGES AFTER SHEET # 201 ARE ALL DIGITALLY SIGNED &
 SEALED, BUT PAGES BEFORE 201 ARE NOT.
  
 FS471, 481, DOCUMENTS PREPARED BY AN ENGINEER AND
 SUBMITTED FOR PUBLIC RECORD ARE TO BE SIGNED, SEALED,
 DATED ORIGINALS.
  
 PLEASE CONTACT ME TO DISCUSS THE BEST WAY TO RESOLVE
 THIS COMMENT.
  
  
2018-08-17 15:51:538/17/18 PLUMB DIG SIG ARE GOOD
2018-07-30 12:00:29E SHEETS OK
 S SHEETS OK
  
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 3 Status P Date 2018-07-25 Cont ID  
Sent By rmcdouga Date 2018-07-25 Time 18:43 Rev Time 0.00
Received By rmcdouga Date 2018-07-25 Time 18:43 Sent To  
Notes
***NONE***
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 2 Status F Date 2018-03-30 Cont ID  
Sent By jwitmer Date 2018-03-30 Time 07:15 Rev Time 0.00
Received By jwitmer Date 2018-03-28 Time 09:52 Sent To  
Notes
2018-03-30 07:15:362014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17120261
 ADD: 1600 BELVEDERE RD.
 CONT: TBD/ TO BE DETERMINED
 TEL: NOT GIVEN ON PERMIT APPLICATION
 E-MAIL: NOT GIVEN ON THE PERMIT APPLICATION
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2ND REVIEW
 DATE: WED.-THURS. MARCH 28-29/2018
 ACTION: DENIED
  
 3) THIS BUILDING IS TO BE CONSIDERED A THRESHOLD
 BUILDING BY DEFINITION. THRESHOLD BUILDING / FL S. S.
 553.71(7) ?THRESHOLD BUILDING" MEANING ANY BUILDING
 WHICH IS GREATER THAN (3) STORIES OR 50 FT. IN HEIGHT,
 OR WHICH HAS AN ASSEMBLY OCCUPANCY CLASSIFICATION AS
 DENIED IN THE FLORIDA BUILDING CODE WHICH EXCEEDS 5,000
 SQ. FT. IN AREA AND AN OCCUPANT CONTENT OF GREATER THAN
 500 PERSONS.
  
 1A) 2ND REQUEST. 109.3.6.1 THRESHOLD INSPECTION PLAN.
 THE ENFORCING AGENCY SHALL REQUIRE A (WRITTEN/ TYPED)
 SPECIAL INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON
 A THRESHOLD BUILDING PURSUANT TO A STRUCTURAL
 INSPECTION PLAN PREPARED BY THE ENGINEER OF RECORD. THE
 STRUCTURAL INSPECTION PLAN MUST BE SUBMITTED TO THE
 ENFORCING AGENCY PRIOR TO THE ISSUANCE OF A BUILDING
 PERMIT FOR THE CONSTRUCTION OF A THRESHOLD BUILDING.
 THE PURPOSE OF THE STRUCTURAL INSPECTION PLAN IS TO
 PROVIDE SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO
 THAT THE BUILDING CAN BE ADEQUATELY INSPECTED FOR
 COMPLIANCE WITH THE PERMITTED DOCUMENTS.
  
 1B) 2ND REQUEST. THRESHOLD INSPECTOR: WPB AMENDMENT
 109.3.6.2 W.P.B. CONSTRUCTION SERVICES DEPARTMENT
 REQUEST FOR THRESHOLD BUILDINGS A SPECIAL INSPECTOR AS
 REQUIRED BY FL S 553.79(5) FLORIDA STATUTES TO THE
 MINIMUM INSPECTIONS REQUIRED BY THIS CODE. THE
 THRESHOLD INSPECTION FORMS ARE REQUIRED TO BE FILED OUT
 BY ALL PARTIES WITH INTEREST, NOTARIZED AND RETURNED TO
 THIS OFFICE, AND REVIEWED AND APPROVED BEFORE PERMIT
 ISSUANCE WILL TAKE PLACE.
  
 FORMS WERE E-MAILED TO: [email protected] 1/24/2018
 2:30PM.
  
  
 1C) COMPLIED. W.P.B. AMENDMENT 110.3.7.4.4 . 633
 FLORIDA STATUTE.
  
 1D)SEMI-COMPLIED. IN THE DOCUMENT FILE DOCUMENTS HAD
 BEEN UPLOADED FOR DONALD G BELLAMY, JR. P. E. , S. I.
 FOR LICENSING AND RESUME (UNIVERSAL ENGINEERING
 SERVICES, INC.). WHAT WE DID NOT SEE WERE HIS DESIGNEES
 LICENSED UNDER PART XII OF CHAPTER 468, FLORIDA
 STATUTES AND THEIR RESUMES. 110.3.7.6 THE BUILDING
 DEPARTMENT MAY ALLOW A SPECIAL INSPECTOR TO CONDUCT THE
 MINIMUM STRUCTURAL INSPECTION OF THRESHOLD BUILDINGS
 REQUIRED BY THIS CODE, SECTION 553.73, FLORIDA
 STATUTES, WITHOUT DUPLICATIVE INSPECTION BY THE
 BUILDING DEPARTMENT. THE BUILDING
 OFFICIAL IS RESPONSIBLE FOR ENSURING THAT ANY PERSON
 CONDUCTING INSPECTIONS IS QUALIFIED AS A BUILDING
 INSPECTOR UNDER PART XII OF CHAPTER 468, FLORIDA
 STATUTES, OR CERTIFIED AS A SPECIAL INSPECTOR UNDER
 CHAPTER 471 OR 481, FLORIDA STATUTES. INSPECTIONS OF
 THRESHOLD BUILDINGS REQUIRED BY SECTION 553.79(5),
 FLORIDA STATUTES, ARE IN ADDITION TO THE MINIMUM
 INSPECTIONS REQUIRED BY THIS CODE.
  
 1ST ROUND OF COMMENTS. FOR THE SPECIAL 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.
  
 1E) 2ND REQUEST. THE CONTRACTOR WILL PRODUCE A JOB
 SUMMARY OR HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 1F) NOTICE ONLY: FOR DIGITAL PLANS, AFTER PERMIT
 ISSUANCE, PLEASE E-MAIL THE PERMIT LIBRARIAN OF THE
 PERMIT BEING ISSUED, THE PERMIT LIBRARIAN WILL THEN
 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 THRESHOLD INSPECTOR, THE
 OTHER FOR THE MEP INSPECTORS OTHER PLANS YOU WISH TO
 PRINT MAYBE IN BLACK & WHITE..
 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 110.3.7 THRESHOLD
 BUILDINGS, GUIDELINES AND POLICIES FOR PROJECTS
 CONCERNING SPECIAL INSPECTORS.
  
 1G) PROVISO/ NOTICE ONLY. 110.3.7.4.3 ALL SHORING AND
 RESHORING PROCEDURES, PLANS AND DETAILS SHALL BE
 SUBMITTED TO THE ENFORCEMENT AGENCY FOR RECORDKEEPING.
 EACH SHORING AND RESHORING INSTALLATION SHALL BE
 SUPERVISED, INSPECTED AND CERTIFIED TO BE IN COMPLIANCE
 WITH THE SHORING DOCUMENTS BY THE CONTRACTOR.
  
 1H) PROVISO/ NOTICE ONLY. PLEASE CALL THE CITY OF WEST
 PALM BEACHS AUTOMATED TELEPHONE INSPECTIONS LINE (561)
 805-6700) FOR ALL BUILDING INSPECTIONS FOR AUDITING OF
 JOBSITE INSPECTIONS WITHOUT THIS THE PERMIT EXPIRES IN
 6 MONTHS, ABANDONMENT OF JOB, NO INSPECTION ACTIVITY.
  
 1I) PROVISO/ NOTICE ONLY. 109.3.6 THRESHOLD BUILDINGS,
 OPERATING GUIDELINES FOR THRESHOLD INSPECTORS #26.
 ASSURE THAT THE DESIGNER HAS REQUIRED ON THE PLANS OR
 SPECIFICATIONS ONE MATERIAL, APPROVED FOR FIRE STOPPING
 PENETRATIONS, FOR WALLS AND CEILINGS.
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
 DEVELOPMENT SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
  
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953
  
  
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 1 Status F Date 2018-01-24 Cont ID  
Sent By jwitmer Date 2018-01-24 Time 14:32 Rev Time 0.00
Received By jwitmer Date 2018-01-24 Time 14:18 Sent To  
Notes
2018-01-24 14:19:192014 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17120261
 ADD: 1600 BELVEDERE RD.
 CONT: TBD/ TO BE DETERMINED
 TEL: NOT GIVEN ON PERMIT APPLICATION
 E-MAIL: NOT GIVEN ON THE PERMIT APPLICATION
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 1ST REVIEW
 DATE:WED. JAN. 24/2018
 ACTION: DENIED
  
 1) THIS BUILDING IS TO BE CONSIDERED A THRESHOLD
 BUILDING BY DEFINITION. THRESHOLD BUILDING / FL S. S.
 553.71(7) ?THRESHOLD BUILDING" MEANING ANY BUILDING
 WHICH IS GREATER THAN (3) STORIES OR 50 FT. IN HEIGHT,
 OR WHICH HAS AN ASSEMBLY OCCUPANCY CLASSIFICATION AS
 DENIED IN THE FLORIDA BUILDING CODE WHICH EXCEEDS 5,000
 SQ. FT. IN AREA AND AN OCCUPANT CONTENT OF GREATER THAN
 500 PERSONS.
  
 1A) 109.3.6.1 THRESHOLD INSPECTION PLAN. THE ENFORCING
 AGENCY SHALL REQUIRE A (WRITTEN/ TYPED) SPECIAL
 INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON A
 THRESHOLD BUILDING PURSUANT TO A STRUCTURAL INSPECTION
 PLAN PREPARED BY THE ENGINEER OF RECORD. THE STRUCTURAL
 INSPECTION PLAN MUST BE SUBMITTED TO THE ENFORCING
 AGENCY PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR
 THE CONSTRUCTION OF A THRESHOLD BUILDING. THE PURPOSE
 OF THE STRUCTURAL INSPECTION PLAN IS TO PROVIDE
 SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO THAT
 THE BUILDING CAN BE ADEQUATELY INSPECTED FOR COMPLIANCE
 WITH THE PERMITTED DOCUMENTS.
  
 1B) THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B.
 CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD
 BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY FL S
 553.79(5) FLORIDA STATUTES TO THE MINIMUM INSPECTIONS
 REQUIRED BY THIS CODE. THE THRESHOLD INSPECTION FORMS
 ARE REQUIRED TO BE FILED OUT BY ALL PARTIES WITH
 INTEREST, NOTARIZED AND RETURNED TO THIS OFFICE, AND
 REVIEWED AND APPROVED BEFORE PERMIT ISSUANCE WILL TAKE
 PLACE.
  
 FORMS WERE E-MAILED TO: [email protected] 1/24/2018
 2:30PM.
  
 1C) THRESHOLD BLDG., REQUIRED STATEMENT: W.P.B.
 AMENDMENT 110.3.7.4.4 ALL PLANS FOR THE BUILDING WHICH
 ARE REQUIRED TO BE SIGNED AND SEALED BY THE ARCHITECT
 OR ENGINEER OF RECORD CONTAIN A STATEMENT THAT, TO THE
 BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE
 PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE
 FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL
 AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633
 FLORIDA STATUTE.
  
 1D) FOR THE SPECIAL 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.
  
 1E) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 1F) FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE, PLEASE
 E-MAIL THE PERMIT LIBRARIAN OF THE PERMIT BEING ISSUED,
 THE PERMIT LIBRARIAN WILL THEN 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 THRESHOLD INSPECTOR, THE OTHER FOR THE MEP
 INSPECTORS OTHER PLANS YOU WISH TO PRINT MAYBE IN BLACK
 & WHITE..
 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 110.3.7 THRESHOLD
 BUILDINGS, GUIDELINES AND POLICIES FOR PROJECTS
 CONCERNING SPECIAL INSPECTORS.
  
 1G) 110.3.7.4.3 ALL SHORING AND RESHORING PROCEDURES,
 PLANS AND DETAILS SHALL BE SUBMITTED TO THE ENFORCEMENT
 AGENCY FOR RECORDKEEPING. EACH SHORING AND RESHORING
 INSTALLATION SHALL BE SUPERVISED, INSPECTED AND
 CERTIFIED TO BE IN COMPLIANCE WITH THE SHORING
 DOCUMENTS BY THE CONTRACTOR.
  
 1H) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED
 TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR ALL
 BUILDING INSPECTIONS FOR AUDITING OF JOBSITE
 INSPECTIONS WITHOUT THIS THE PERMIT EXPIRES IN 6
 MONTHS, ABANDONMENT OF JOB, NO INSPECTION ACTIVITY.
  
 1I) 109.3.6 THRESHOLD BUILDINGS, OPERATING GUIDELINES
 FOR THRESHOLD INSPECTORS #26. ASSURE THAT THE DESIGNER
 HAS REQUIRED ON THE PLANS OR SPECIFICATIONS ONE
 MATERIAL, APPROVED FOR FIRE STOPPING PENETRATIONS, FOR
 WALLS AND CEILINGS.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
Review Stop Z ZONING
Rev No 4 Status P Date 2018-09-06 Cont ID  
Sent By hmtribou Date 2018-09-06 Time 13:18 Rev Time 0.00
Received By hmtribou Date 2018-09-06 Time 13:18 Sent To  
Notes
2018-09-06 13:19:03PERMIT #17120261
 ORD. 4745-17
 RESO. 350-17
 PROJECT NAME: DRIVE SHACK
  
 ZONING CONTACT: HEATHER M. TRIBOU
  (561) 822-1562
  [email protected]
  
  
 GENERAL COMMENTS
  
 --BUILDING SIZE AND SIDEWALK LOCATIONS DIFFERS FROM
 APPROVED PLANS AND WILL REQUIRE A MINOR SITE PLAN
 AMENDMENT BEFORE CERTIFICATE OF OCCUPANCY.
  
 --SEPARATE PERMITS ARE REQUIRED FOR FENCE/SITE
 WALLS/NETTING; DUMPSTER ENCLOSURES; SIGNAGE; LANDSCAPE;
 PARKING; BIKE RACKS/ HARDSCAPE; AND SITE LIGHTING.
  
 --THE DRIVE SHACK PALM BEACH, LLC MUST SUPPLY AN
 EASEMENT OR OTHER FORM OF ACCEPTABLE AGREEMENT FOR THE
 ?CITY OF WEST PALM BEACH? SIGNAGE LOCATED ON THE NORTH
 SIDE OF THE PROPERTY AS INDICATED ON THE SITE PLAN
 (SP-1) WITH THE LAST REVISION DATED SEPTEMBER 29, 2017.
 THE EASEMENT WILL BE RECORDED BEFORE ISSUANCE OF
 CERTIFICATE OF OCCUPANCY. THE CONCEPTUAL DESIGN OF THE
 NEW SIGN SHALL BE APPROVED BY THE CITY BEFORE
 INSTALLATION WHICH IS SCHEDULED FOR 5/21/18.
  
 -- THE RECONFIGURATION OF DRIVEWAYS AT THE AIRPORT
 SOUTH OF FLORIDA MANGO ROAD AND THE NEW CIRCULAR DRIVE,
 INCLUDING ALL ENTRIES TO THE SITE, MUST HAVE COMPLETED
 CONSTRUCTION BEFORE FINAL INSPECTIONS.
  
 -- THIS PROJECT REQUIRES FOR THE PUBLIC ART ASSESSMENT
 (SEC. 98-129 OF CHAPTER 28 OF THE CITY OF WEST PALM
 BEACH CODE OF ORDINANCES). IT IS ENCOURAGED THAT THE
 ART BE INTEGRATED INTO THE SITE PLAN NOW TO ASSIST WITH
 MITIGATION OF THE FA?ADE ORIENTATION.
  
Review Stop Z ZONING
Rev No 3 Status F Date 2018-07-16 Cont ID  
Sent By hmtribou Date 2018-07-16 Time 12:28 Rev Time 0.00
Received By hmtribou Date 2018-07-16 Time 12:28 Sent To  
Notes
2018-07-16 12:30:52ORD. 4745-17
 RESO. 350-17
 PROJECT NAME: DRIVE SHACK
  
 ZONING CONTACT: HEATHER M. TRIBOU
  (561) 822-1562
  [email protected]
  
  
  
 GENERAL COMMENTS
  
 --SEPARATE PERMITS ARE REQUIRED FOR FENCE/SITE
 WALLS/NETTING; DUMPSTER ENCLOSURES; SIGNAGE; LANDSCAPE;
 PARKING; BIKE RACKS/ HARDSCAPE; AND SITE LIGHTING.
  
 --THE RESPONSE TO COMMENTS INDICATE THAT THE CIVIL
 CONSULTANTS WILL COORDINATE THIS, BUT THE SITE DEMO
 PLANS INDICATE THE CURRENT SIGN NOT BEING RELOCATED AND
 THE SITE LAYOUT PLANS (C4) DO NOT INDICATE REPLACEMENT
 SIGN. THE DRIVE SHACK PALM BEACH, LLC MUST SUPPLY AN
 EASEMENT OR OTHER FORM OF ACCEPTABLE AGREEMENT FOR THE
 ?CITY OF WEST PALM BEACH? SIGNAGE LOCATED ON THE NORTH
 SIDE OF THE PROPERTY AS INDICATED ON THE SITE PLAN
 (SP-1) WITH THE LAST REVISION DATED SEPTEMBER 29, 2017.
 THE EASEMENT WILL BE RECORDED BEFORE ISSUANCE OF
 CERTIFICATE OF OCCUPANCY. THE CONCEPTUAL DESIGN OF THE
 NEW SIGN HAS BEEN PROVIDED.
  
 -- THE RECONFIGURATION OF DRIVEWAYS AT THE AIRPORT
 SOUTH OF FLORIDA MANGO ROAD AND THE NEW CIRCULAR DRIVE,
 INCLUDING ALL ENTRIES TO THE SITE, MUST HAVE COMPLETED
 CONSTRUCTION BEFORE FINAL INSPECTIONS.
  
 -- THIS PROJECT REQUIRES FOR THE PUBLIC ART ASSESSMENT
 (SEC. 98-129 OF CHAPTER 28 OF THE CITY OF WEST PALM
 BEACH CODE OF ORDINANCES). IT IS ENCOURAGED THAT THE
 ART BE INTEGRATED INTO THE SITE PLAN NOW TO ASSIST WITH
 MITIGATION OF THE FA?ADE ORIENTATION. THE 90 DAY WINDOW
 FOR COMPLIANCE HAS BEGUN AND A REMINDER EMAIL WAS SENT
 TO THE PROJECT TEAM ON JULY, 3, 2018.
  
 SPECIFIC COMMENTS
  
 --WAIVER MUST BE AMENDED AND REGULATING PLAN MUST BE
 UPDATED TO ENLARGE ANY SIGNAGE BEFORE PERMIT ISSUANCE.
  
 --A WAIVER MUST BE REQUESTED BEFORE PERMIT ISSUANCE TO
 ADDRESS FENCE SUPPORTING STRUCTURES IN SETBACKS.
  
 --THE SITE PLAN MUST BE AMENDED BEFORE PERMIT ISSUANCE
 TO ADD GUYWIRES FOR POLES.
  
 --BUILDING SIZE DIFFERS FROM APPROVED PLANS AND WILL
 REQUIRE A SITE PLAN AMENDMENT BEFORE CERTIFICATE OF
 OCCUPANCY.
  
 --AMENDMENTS TO SIDEWALK LOCATION REQUIRES WILL REQUIRE
 A SITE PLAN AMENDMENT BEFORE CERTIFICATE OF OCCUPANCY.
  
 --ADD PEDESTRIAN CROSSWALKS ON EAST AND SOUTH ENTRIES.
  
 --PORTABLES ARE INDICATED O THE ARCHITECTURAL SITE PLAN
 A2-01-A, NO TEMPORARY OFFICE OR FACILITIES ARE ALLOWED
 SEVEN DAYS AFTER CONSTRUCTION COMPLETION. PLEASE
 ADDRESS.
  
 -- EQUIPMENT FOR GOLF BALL CONVEYING SYSTEM MUST BE
 SCREENED.
  
 --LIGHTING PLAN (E4-0-S0) MUST COORDINATE WITH EXISTING
 APPROVED TREE LOCATIONS AND CANOPY REGARDING LOCATIONS
 AND HEIGHT OF POLES.
  
Review Stop Z ZONING
Rev No 2 Status F Date   Cont ID  
Sent By   Date 2018-03-23 Time   Rev Time 0.00
Received By   Date 2018-03-23 Time   Sent To  
Notes
2018-03-23 14:21:53ORD. 4745-17
 RESO. 350-17
 PROJECT NAME: DRIVE SHACK
  
 ZONING CONTACT: HEATHER M. TRIBOU
  (561) 822-1562
  [email protected]
  
  
  
 GENERAL COMMENTS
  
 --THE RESPONSE TO COMMENTS INDICATE THAT THE CIVIL
 CONSULTANTS WILL COORDINATE THIS, BUT THE SITE DEMO
 PLANS INDICATE THE CURRENT SIGN NOT BEING REMOVED AND
 THE SITE LAYOUT PLANS DO NOT INDICATE REPLACEMENT SIGN.
 THE DRIVE SHACK PALM BEACH, LLC MUST SUPPLY AN EASEMENT
 OR OTHER FORM OF ACCEPTABLE AGREEMENT FOR THE ?CITY OF
 WEST PALM BEACH? SIGNAGE LOCATED ON THE NORTH SIDE OF
 THE PROPERTY AS INDICATED ON THE SITE PLAN (SP-1) WITH
 THE LAST REVISION DATED SEPTEMBER 29, 2017. THE
 EASEMENT WILL BE RECORDED BEFORE ISSUANCE OF
 CERTIFICATE OF OCCUPANCY. THE FINAL DESIGN OF THE NEW
 SIGN SHALL BE APPROVED BY THE CITY BEFORE INSTALLATION.
  
 --FAA APPROVAL MUST BE PROVIDED BEFORE BUILDING PERMIT
 ISSUANCE.
  
 -- THE RECONFIGURATION OF DRIVEWAYS AT THE AIRPORT
 SOUTH OF FLORIDA MANGO ROAD AND THE NEW CIRCULAR DRIVE,
 INCLUDING ALL ENTRIES TO THE SITE, MUST HAVE COMPLETED
 CONSTRUCTION BEFORE FINAL INSPECTIONS.
  
 --PRIOR TO THE REMOVAL OR RELOCATION OF ANY EXISTING
 TREES, A TREE ALTERATION PERMIT MUST BE ISSUED FROM THE
 DEVELOPMENT SERVICES DEPARTMENT.
  
 -- THIS PROJECT REQUIRES FOR THE PUBLIC ART ASSESSMENT
 (SEC. 98-129 OF CHAPTER 28 OF THE CITY OF WEST PALM
 BEACH CODE OF ORDINANCES). IT IS ENCOURAGED THAT THE
 ART BE INTEGRATED INTO THE SITE PLAN NOW TO ASSIST WITH
 MITIGATION OF THE FA?ADE ORIENTATION.
  
 SPECIFIC COMMENTS
  
 --BUILDING SIZE DIFFERS FROM APPROVED PLANS AND WILL
 REQUIRE A MINOR SITE PLAN AMENDMENT BEFORE CERTIFICATE
 OF OCCUPANCY.
  
 --FRONT ELEVATION DIFFERS FROM APPROVED PLANS, MORE
 SPECIFICALLY, NOW THE PROMINENT ENTRY DOES NOT EXIST.
 THE ENTRY HAS GONE FROM A HORIZONTAL VENEER TO A SCORED
 CONCRETE. PART OF THE MAJOR SITE PLAN APPROVAL, SHOWN
 AS EXHIBIT F IN THE RESOLUTION, IS MORE DESIRABLE AND
 ATTRACTIVE DEVELOPMENT (SEC.94-207 (1)) OF THE
 PROMINENT ENTRY AS DISCUSSED IN PLANNING BOARD AND CITY
 COMMISSION. MATCH ENTRY ELEVATIONS TO APPROVED DRAWING
 OR SUBMIT FOR REVISED SITE PLAN APPROVAL BEFORE PERMIT
 ISSUANCE.
  
 --THE STOP BAR ON FLORIDA MANGO NEEDS TO MOVE BACK
 INTERNAL TO THE SITE AND A PEDESTRIAN CROSSWALK SHOULD
 BE ADDED FOR PEDESTRIAN SAFETY.
  
 --SUPPORTING STRUCTURES FOR FENCE POSTS MAY NOT BE IN
 SETBACK. APPROVED PLANS DO NOT SHOW GUYWIRES IN
 SETBACKS.
  
Review Stop Z ZONING
Rev No 1 Status F Date 2018-01-09 Cont ID  
Sent By HT Date 2018-01-09 Time 13:37 Rev Time 0.00
Received By hmtribou Date 2018-01-09 Time 13:37 Sent To I
Notes
2018-01-09 13:40:38PROJECT NAME: DRIVE SHACK
 ORD. 4745-17
 RESO. 350-17
  
  
 ZONING CONTACT: HEATHER M. TRIBOU
  (561) 822-1562
  [email protected]
  
  
  
 GENERAL COMMENTS
  
 --UPDATE ALL SHEETS TO REFLECT ANY CHANGES.
  
 --SEPARATE PERMITS ARE REQUIRED FOR FENCE/SITE
 WALLS/NETTING; DUMPSTER ENCLOSURES; SIGNAGE; LANDSCAPE;
 PARKING; BIKE RACKS/ HARDSCAPE; AND SITE LIGHTING.
  
 --THE DRIVE SHACK PALM BEACH, LLC MUST SUPPLY AN
 EASEMENT OR OTHER FORM OF ACCEPTABLE AGREEMENT FOR THE
 ?CITY OF WEST PALM BEACH? SIGNAGE LOCATED ON THE NORTH
 SIDE OF THE PROPERTY AS INDICATED ON THE SITE PLAN
 (SP-1) WITH THE LAST REVISION DATED SEPTEMBER 29, 2017.
 THE EASEMENT WILL BE RECORDED BEFORE ISSUANCE OF
 CERTIFICATE OF OCCUPANCY. THE FINAL DESIGN OF THE NEW
 SIGN SHALL BE APPROVED BY THE CITY BEFORE INSTALLATION.
  
 --FAA APPROVAL MUST BE PROVIDED BEFORE BUILDING PERMIT
 ISSUANCE.
  
 -- THE RECONFIGURATION OF DRIVEWAYS AT THE AIRPORT
 SOUTH OF FLORIDA MANGO ROAD AND THE NEW CIRCULAR DRIVE,
 INCLUDING ALL ENTRIES TO THE SITE, MUST HAVE COMPLETED
 CONSTRUCTION BEFORE FINAL INSPECTIONS.
  
 --PRIOR TO THE REMOVAL OR RELOCATION OF ANY EXISTING
 TREES, A TREE ALTERATION PERMIT SHALL BE OBTAINED FROM
 THE DEVELOPMENT SERVICES DEPARTMENT ? PLANNING
 DIVISION.
  
 -- THIS PROJECT REQUIRES FOR THE PUBLIC ART ASSESSMENT
 (SEC. 98-129 OF CHAPTER 28 OF THE CITY OF WEST PALM
 BEACH CODE OF ORDINANCES). IT IS ENCOURAGED THAT THE
 ART BE INTEGRATED INTO THE SITE PLAN NOW TO ASSIST WITH
 MITIGATION OF THE FA?ADE ORIENTATION.
  
 SPECIFIC COMMENTS
  
 --BUILDING SIZE DIFFERS FROM APPROVED PLANS AND WILL
 REQUIRE A MINOR SITE PLAN AMENDMENT BEFORE CERTIFICATE
 OF OCCUPANCY.
  
 --FRONT ELEVATION DIFFERS FROM APPROVED PLANS, PROVIDE
 PROOF OF EQUIVALENCY MATERIALS. IF DEEMED EQUIVALENT,
 WILL REQUIRE A MINOR SITE PAN AMENDMENT.
  
 --SITE LIGHTING PLAN DIFFERS FROM APPROVED PLAN AND
 APPEARS TO EXCEED ILLUMINATION REQUIREMENTS AT NE
 CORNER OF THE SITE NEAR THE ?D? OF THE DRIVE SHACK
 SIGN.
  
 --ALL MECHANICAL EQUIPMENT LOCATED ON THE ROOF MUST BE
 SCREENED FROM THE RIGHT-OF-WAY.
  


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