Plan Review Notes
Plan Review Notes For Permit 16061443
Permit Number 16061443
Review Stop B
Sequence Number 2
Notes
Date Text
2016-12-14 16:28:42BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16061443
 ADD: 718 S. DIXIE HWY. / CANOPY BY HILTON
 CONT: TBD/ TO BE DETERMINED
 TEL: 561-718-5987 / MARGARET LEON
 E-MAIL: MLEONDADLP.COM
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2ND REVIEW
 DATE: TUES. DEC.13/2016
 ACTION: DENIED
  
 1) COMPLIED. 13 STORIES INCLUDING THE HABITABLE POOL,
 POOL DECK AND A2 DELI/ RESTAURANT AREAS.
  
 2) NOTICE: ART IN PUBLIC PLACES.
 FOR CONTACT INFORMATION PLEASE CONTACT:
 MS. SYBILLE WELTER
 ART IN PUBLIC PLACES COORDINATOR
 TEL: 822-1515
 E-MAIL: [email protected]
 WEBSITE: WPB.ORG/AIPP/
  
  
 3) 2ND REQUEST, TO BE SUBMITTED WHEN CONTRACTOR SUBMITS
 FOR 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, 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, CANOPY, FENCE, LANDSCAPE ,
 IRRIGATION, TEST PILE, AUGER CAST PILE AND OR
 FOUNDATION OR STRUCTURE ONLY PERMIT WILL BE SEPARATE
 REVIEWS AND ASSOCIATED FEES WITH EACH PERMIT.
 PLEASE LIST AND SUBTRACT THESE LINE ITEMS AND THEIR
 VALUE FROM THE OVERALL BUILDING VALUE OF
 $33,000,000.00. THE REMAINING BALANCE WILL BE
 AFFECTIVELY THE VALUE OF THE BUILDING YOU WILL BE
 PAYING FOR THIS PERMIT. THE BUILDING DOES NOT WANT TO
 COLLECT TWICE FOR THE VALUE OF THESE SUB-PERMITS NOT
 COVERED UNDER THE PRIME OR MASTER PERMIT.
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 108.3 BUILDING PERMIT VALUATION.
  
 4) SEMI-COMPLIED. PLEASE SHOW COMPLIANCE BY THE 2014
 FBC-ENERGY CODE. SEE MECHANICAL COMMENTS, THERE ARE
 NUMEROUS OMISSIONS AND INCONSISTENCIES SEE MECH.
 COMMENT # 1.
  
 5) THIS BUILDING QUALIFIES AS A THRESHOLD BUILDING.
 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.
  
 5A) COMPLIED. 109.3.6.1 THRESHOLD INSPECTION PLAN.
  
 5B) SEMI-COMPLIED. THE SUBMITTED FORMS WERE
 SEMI-COMPLETED, SHEET 3 OF 6 MISSING THE SPECIAL
 INSPECTOR SIGNATURE, DATE AND NOTARY NOTED SEE PREVIOUS
 PAGE. SIGNATURE FROM THE SPECIAL INSPECTOR PAGE 3 OF 6
 AND HAVE THE JOBSITE INSPECTOR REFILE THE FORM SO ALL
 THE SIGNATURES ARE ON THE SAME SHEET.
 SHEET 5 OF 6 THERE IS NO CONTRACTOR SIGNATURE NOR
 NOTARY WORK COMPLETED. THIS SHEET WE WILL ACCEPT THE
 BOTTOM SIGNATURE AND SEAL OF THE ENGINEER OF RECORD.
 THRESHOLD INSPECTOR FORMS: WPB AMENDMENT 109.3.6.2
 W.P.B. CONSTRUCTION SERVICES DEPARTMENT.
  
  
 5C) COMPLIED. ARCHITECTURAL AND STRUCTURAL SHEETS.
 THRESHOLD BLDG., REQUIRED STATEMENT: W.P.B. AMENDMENT
 110.3.7.4.4/ 633 FLORIDA STATUTE.
  
 5D) THE SPECIAL INSPECTORS ONSITE REPRESENTATIVE MARK
 PINA HAS PRODUCED A RESUME? BUT THE RESUME DOES NOT
 INCLUDE ANY POST TENSION SLAB INSPECTION HISTORY.
 BEFORE THIS INSPECTOR CAN BE APPROVED AS THE PRIMARY
 JOBSITE INSPECTOR, THERE WILL NEED TO SHOW A HISTORY OF
 THIS TYPE OF INSPECTION. 61G15-35.004.
  
 WILL THERE BE MORE THAN ONE REPRESENTATIVE FROM THE
 ENGINEERING COMPANY DOING THE STRUCTURAL THRESHOLD
 INSPECTIONS?
  
  
 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.
  
 5E) 2ND REQUEST. THE CONTRACTOR WILL PRODUCE A JOB
 SUMMARY OR HISTORY FOR THIS TYPE OF CONSTRUCTION.
 THRESHOLD INSPECTION FORMS , GUIDELINES AND POLICIES
 FOR PROJECTS WERE E-MAILED TO:
 [email protected], PLEASE NOTE THIS E-MAIL ADDRESS CAME
 BACK UNDELIVERABLE. 07/14/2016 11:35 AM.
 [email protected]
  
 5F) 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..
 2010 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.
  
 5G) PROVISO: 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.
 5H) 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.
  
 5H) INFORMATIONAL NO ACTION REQUIRED. 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.
  
 6) 2ND REQUEST, IN THE PROCESS OF EITHER UNITY OF TITLE
 OR REPLAT. SHEET C-01 INDICATES THE PROPOSED SITE IS
 MADE UP OF 4 LOTS. UNDER THE 2014 FBC-B TABLE 602,
 BUILDINGS CANNOT BE BUILT OVER PROPERTY LINES. EITHER A
 REPLAT OF THE 4 LOTS WILL NEED TO OCCUR OR A UNITY OF
 TITLE.
 UNITY OF TITLE. THE PROPOSED BUILDING STRUCTURE
 TRANSGRESSES LEGAL BOUNDARY LINES BETWEEN THE LOTS
 WHICH COMBINE TO FORM 'THE SITE'. A 'UNITY OF TITLE'
 SHALL BE RECORDED AT THE COUNTY COURTHOUSE. SUBMIT A
 COPY OF THE RECORDED 'UNITY OF TITLE' DOCUMENT SO THAT
 FBC TABLE 601 BOUNDARY LINE REQUIREMENTS MAY BE DEEMED
 NOT APPLICABLE. SEE WEBSITE FOR APPLICATION:
 HTTP://WWW.WPB.ORG/ENGINEERING/ENG_FORMS.PHP
 "APPLICATION FOR UNITY OF TITLE"
 HTTP://WWW.WPB.ORG/ENGINEERING/UPLOADS/2010-10-12-14-45
 -38-UNITYOFTITLE3.PDF
 VINCENT J NOEL
 SURVEYOR/REAL ESTATE SUPERVISOR
 ENGINEERING SERVICES DEPARTMENT
 401 CLEMATIS STREET
 WEST PALM BEACH, FL 33401
 PHONE: 494-1040 EXT: 1096
 FAX: 494-1116
 E-MAIL: [email protected]
 *********************************************
 MANUEL JULIAN GONZALEZ
 ENGINEERING PROJECT COORDINATOR
 ENGINEERING SERVICES 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
 MOBILE: (561) 644-7301
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
 7) PERIMETER FENCING UNDER A SEPARATE PERMIT. PLEASE
 PROVIDE COMPLIANCE WITH: 2014 FBC-B 3306.5 BARRIERS.
 BARRIERS SHALL BE A MINIMUM OF 8 FEET (2438 MM) IN
 HEIGHT AND SHALL BE PLACED ON THE SIDE OF THE WALKWAY
 NEAREST THE CONSTRUCTION. BARRIERS SHALL EXTEND THE
 ENTIRE LENGTH OF THE CONSTRUCTION SITE.
  
 8) 2014 FBC0B 3306.2 WALKWAYS. A WALKWAY SHALL BE
 PROVIDED FOR PEDESTRIAN TRAVEL IN FRONT OF EVERY
 CONSTRUCTION AND DEMOLITION SITE UNLESS THE APPLICABLE
 GOVERNING AUTHORITY AUTHORIZES THE SIDEWALK TO BE
 FENCED OR CLOSED. WALKWAYS SHALL BE OF SUFFICIENT WIDTH
 TO ACCOMMODATE THE PEDESTRIAN TRAFFIC, BUT IN NO CASE
 SHALL THEY BE LESS THAN 4 FEET (1219 MM) IN WIDTH.
 WALKWAYS SHALL BE PROVIDED WITH A DURABLE WALKING
 SURFACE. WALKWAYS SHALL BE ACCESSIBLE IN ACCORDANCE
 WITH CHAPTER 11 AND SHALL BE DESIGNED TO SUPPORT ALL
 IMPOSED LOADS AND IN NO CASE SHALL THE DESIGN LIVE LOAD
 BE LESS THAN 150 POUNDS PER SQUARE FOOT (PSF). WILL THE
 WALKWAYS ON THE SOUTH SIDE OF TRINITY PLACE BE CLOSED?
  
 9) 2014 FBC-B 3306.7 COVERED WALKWAYS. COVERED WALKWAYS
 SHALL HAVE A CLEAR HEIGHT OF NOT LESS THAN 8 FEET (2438
 MM) AS MEASURED FROM THE FLOOR SURFACE TO THE CANOPY
 OVERHEAD. ADEQUATE LIGHTING SHALL BE PROVIDED AT ALL
 TIMES. COVERED WALKWAYS SHALL BE DESIGNED TO SUPPORT
 ALL IMPOSED LOADS. IN NO CASE SHALL THE DESIGN LIVE
 LOAD BE LESS THAN 150 PSF FOR THE ENTIRE STRUCTURE.
  
 10) COMPLIED. POLLUTION PREVENTION PLAN. 2014 FBC-B
 3307.
  
 11) PROVISO: DEFERRED SUBMITTAL . 2014 FBC-B 3306.9
 ADJACENT TO EXCAVATIONS. STRUCTURAL NOTES S1.01.
  
 11A) PROVISO: DEFERRED SUBMITTAL. STRUCTURAL NOTES
 S1.01 AND SOILS REPORT BY LANGAN ENGINEERING SOILS
 REPORT MAY 21/ 2015. 2014 FBC-B 3307.1 PROTECTION
 REQUIRED. ADJOINING PUBLIC AND PRIVATE PROPERTY SHALL
 BE PROTECTED FROM DAMAGE DURING CONSTRUCTION AND
 DEMOLITION WORK. PROTECTION SHALL BE PROVIDED FOR
 FOOTINGS, FOUNDATIONS, PARTY WALLS, CHIMNEYS, SKYLIGHTS
 AND ROOFS. WITH THE EXCAVATION AND AUGER CAST PILE HOW
 WILL THE BUILDING TO THE SOUTH BE PROTECTED FROM
 SETTLEMENT?
  
 11B) COMPLIED. NOTED ON PLAN. 2014 FBC-B 3307.1 THE
 PERSON MAKING OR CAUSING AN EXCAVATION TO BE MADE SHALL
 PROVIDE WRITTEN NOTICE TO THE OWNERS OF ADJOINING
 BUILDINGS ADVISING THEM THAT THE EXCAVATION IS TO BE
 MADE AND THAT THE ADJOINING BUILDINGS SHOULD BE
 PROTECTED. SAID NOTIFICATION SHALL BE DELIVERED NOT
 LESS THAN 10 DAYS PRIOR TO THE SCHEDULED STARTING DATE
 OF THE EXCAVATION.
  
 12) COMPLIED. NOTED ON PLAN. WHEN EXCAVATING WILL THE
 EXCESS SOILS BE STORED ON SITE? 2014 FBC-B 3304.1.2
 SURCHARGE. NO FILL OR OTHER SURCHARGE LOADS SHALL BE
 PLACED ADJACENT TO ANY BUILDING OR STRUCTURE UNLESS
 SUCH BUILDING OR STRUCTURE IS CAPABLE OF WITHSTANDING
 THE ADDITIONAL LOADS CAUSED BY THE FILL OR SURCHARGE.
 EXISTING FOOTINGS OR FOUNDATIONS WHICH CAN BE AFFECTED
 BY ANY EXCAVATION SHALL BE UNDERPINNED ADEQUATELY OR
 OTHERWISE PROTECTED AGAINST SETTLEMENT AND SHALL BE
 PROTECTED AGAINST LATER MOVEMENT.
  
 13-19) COMPLIED.
  
 20) SHEET A0.01;
 20A)COMPLIED.
  
 20B) SEMI- COMPLIED. THE RESPONSE INDICATED SEE REVISED
 SHEET M0.00 FOR THE BUILDING THERMOS INSULATION FOR
 EXTERIOR WALLS AND FOR THE ROOF. THE MINIMUM FOR THE
 ROOF IS STATED AS A R-19. THE POOL DECK (SHEET A2.10)
 NOR THE INTERSTITIAL SPACE (SHEET A2.09) ABOVE THE
 HIGHEST AIR CONDITIONED FLOOR SHOW INSULATION
 SEPARATING THE NON-CONDITIONED SPACE FROM AIR
 CONDITIONED SPACE. 2014 FBC-ENERGY CODE C402.2.5 FLOORS
 OVER OUTDOOR AIR OR UNCONDITIONED SPACE.
  
  
  
 20C) SEMI ?COMPLIED. THE INTENT OF THIS COMMENT WAS TO
 STATE WHEN LOCATED OUTSIDE OF THE HIGH VELOCITY
 HURRICANE ZONE WE CANNOT ENFORCE THE REQUIREMENTS OF
 THE HIGH VELOCITY HURRICANE ZONE. ONLY BROWARD AND
 MIAMI-DADE COUNTY ARE UNDER THE HIGH VELOCITY HURRICANE
 ZONE.
 THE CITY OF WEST PALM BEACH ACCEPTS BOTH PRODUCT
 APPROVALS FROM THE STATE OF FLORIDA APPROVAL SYSTEM AND
 THE MIAMI-DADE NOAS.
  
  
 1ST ROUND OF COMMENTS. UNDER THE HEADING BUILDING
 MATERIALS THE STATEMENT STATES ALL APPROVALS FOR
 WINDOWS AND DOORS ARE REQUIRED TO BE APPROVED BY
 MIAMI/DADE COUNTY REQUIREMENTS FOR HIGH VELOCITY
 HURRICANE ZONE REQUIREMENTS. PLEASE NOTE ONLY BROWARD
 AND MIAMI-DADE COUNTY ARE UNDER THE HIGH VELOCITY
 HURRICANE ZONE. SEE DEFINITIONS UNDER 202.
 HIGH-VELOCITY HURRICANE ZONE. THIS ZONE CONSISTS OF
 BROWARD AND DADE COUNTIES.
  
 20D) BUILDING PROVISO: PRODUCT APPROVALS LISTED BELOW
 CAN BE DEFERRED SUBMITTALS WITH THE APPROVAL OF EITHER
 THE DESIGNER OF RECORD OR CONTRACTOR ONCE THE WIND
 DESIGN CRITERIA IS REVIEWED AND APPROVED THEN THE
 SUBMITTALS CAN BE SUBMITTED AFTER PERMIT ISSUANCE.
 107.3.4.2 DEFERRED SUBMITTALS.
 2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT
 OF COMMUNITY AFFAIRS RULE 9N-3 NOV. 01/ 2010 (31)
 SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION SYSTEMS THAT
 WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS.
 (B) WINDOWS, MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP CURBS,
 INTAKE AND EXHAUST FANS
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G PRE-ENGINEERED A/C STANDS
 FBC 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..
  
 20E) BUILDING PROVISO, DEFERRED SUBMITTALS PRODUCT
 APPROVALS & SHOP DRAWINGS.
 IDENTIFY GLAZING/ MULLIONS. FOR ALL PRODUCTS WITH
 GLAZING, PLEASE IDENTIFY THE OPENING WIDTH & HEIGHT,
 TYPE OF GLAZING, MULLION INFORMATION IF REQUIRED,
 ATTACHMENTS AND ASSOCIATE PRESSURES FOR EACH OPENING
 SIZE. 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.
  
 20F) 2ND REQUEST. ROOFING: FOR ALL ROOFING PRODUCTS
 PLEASE IDENTIFY ALL ROOFING SUB-SYSTEMS AND THEIR
 ASSOCIATED PRESSURES FOR ROOF ZONE # 1. REVIEW THE
 PRODUCT APPROVAL LIMITATIONS, IF ENHANCED FASTENING IS
 ALLOWED FOR ROOF ZONES 2 & 3. IF SO RAS 117
 CALCULATIONS ARE REQUIRED BY EITHER A FLORIDA ARCHITECT
 OR ENGINEER. PLEASE ALSO PROVIDE A SHOP DRAWING FOR THE
 TAPERED ROOF INSULATION SHOWING COMPLIANCE WITH A
 MINIMUM VALUE OF R-19 ( NOT AN AVERAGED VALUE).
 2014 FBC-B 1603.1.4 WIND DESIGN DATA. 107.2.1.2 FOR
 ROOF ASSEMBLIES REQUIRED BY THE CODE, THE CONSTRUCTION
 DOCUMENTS SHALL ILLUSTRATE, DESCRIBE AND DELINEATE THE
 TYPE OF ROOFING SYSTEM, MATERIALS, FASTENING
 REQUIREMENTS, FLASHING REQUIREMENTS AND WIND RESISTANCE
 RATING THAT ARE REQUIRED TO BE
 INSTALLED. PRODUCT EVALUATION AND INSTALLATION SHALL
 INDICATE COMPLIANCE WITH THE WIND CRITERIA REQUIRED FOR
 THE SPECIFIC SITE OR A STATEMENT BY AN ARCHITECT OR
 ENGINEER FOR THE SPECIFIC SITE MUST BE SUBMITTED WITH
 THE CONSTRUCTION DOCUMENTS.
  
 21A) 2ND REQUEST. SHEET A1.01.THE REVISED SITE PLAN
 SHOWS 72 PARKING SPACES. SHEET A2.03 THERE IS 26
 SPACES, SHEET A2.04 ANOTHER 26 SPACES AND SHEET A2.05
 22 SPACES OR A TOTAL OF 74 SPACES. PLEASE CORRECT THE
 TOTAL COUNT. 107.2.1.3 ADDITIONAL INFORMATION IS
 REQUIRED.
 21B) ON SHEET A2.05 THE PLANS SHOW A TOTAL OF 3
 ACCESSIBLE PARKING SPACES. WITH THE LOCATION OF THE 2
 SPACES LOCATED ON THE EXTERIOR WALL AND THE ENTRY INTO
 THE ELEVATOR LOBBY ONE OF THE ACCESSIBLE PARKING SPACES
 REQUIRES THE OCCUPANT TO HAVE TO TRAVEL BEHIND PARKED
 CARS.
 2014 FBC-ACCESS. CODE 208.3.1. PARKING SPACES COMPLYING
 WITH 502 THAT SERVE A PARTICULAR BUILDING OR FACILITY
 SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE FROM
 PARKING TO AN ENTRANCE COMPLYING WITH 206.4. ALL SPACES
 MUST BE LOCATED ON AN ACCESSIBLE ROUTE THAT IS AT LEAST
 44 INCHES (1118 MM) WIDE AND SO THAT USERS ARE NOT
 COMPELLED TO WALK OR WHEEL BEHIND PARKED VEHICLES
 EXCEPT BEHIND HIS OR HER OWN VEHICLE.
  
 1ST ROUND OF COMMENTS. SITE PLAN A1.01 INDICATES THERE
 ARE 79 PARKING SPACES WITHIN THE BUILDING. SHEET A1.15
 THE 5TH FLOOR LIFE SAFETY PLAN THE 3RD PARKING LEVEL
 SHOWS A TOTAL OF 4 ACCESSIBLE PARKING SPACES, OF THE 4
 ACCESSIBLE PARKING SPACES, (1) SPACE NEEDS TO COMPLY
 WITH THE VERTICAL ACCESSIBILITY REQUIREMENTS OF ACCESS.
 CODE 502.5 VERTICAL CLEARANCES FROM THE ENTRY OF THE
 1ST FLOOR, VEHICLE ELEVATORS INCOMING AND OUTGOING AND
 THE VEHICLE ROUTE SERVING THEM. SEE ACCESS. CODE 502.5.
 ADVISORY 502.5 VERTICAL CLEARANCE.
 SIGNS PROVIDED AT ENTRANCES TO PARKING FACILITIES
 INFORMING DRIVERS OF CLEARANCES AND THE LOCATION OF VAN
 ACCESSIBLE PARKING SPACES CAN PROVIDE USEFUL CUSTOMER
 ASSISTANCE.
  
 FLORIDA LAW, S.553.511, F.S., REQUIRES SIGNS BE POSTED
 THAT WILL WARN HANDICAPPED-EQUIPPED VAN OPERATORS OF
 HEIGHT LIMITATIONS SO THEY WILL NOT PASS BEYOND A POINT
 WHERE THE VAN CANNOT BE MANEUVERED.
  
 FLORIDA LAW ALSO PREEMPTS LOCAL GOVERNMENT HEIGHT
 RESTRICTION ORDINANCES THAT WOULD PROHIBIT COMPLIANCE
 WITH THE MINIMUM HEIGHT REQUIREMENTS OF THIS SECTION.
 ALSO, ANY LOCAL OR STATE LAW OR REGULATION THAT
 PROHIBITS A COVERED ENTITY FROM COMPLYING WITH
 REQUIREMENTS OF THE ADA MAY RENDER SUCH JURISDICTION IN
 VIOLATION OF THE ADA.
  
 22) COMPLIED. VAN ACCESSIBILITY. 2014 FBC-ACCESS. 502.6
 IDENTIFICATION.
  
 23A) SHEET A1.11 GROUND FLOOR LIFE SAFETY PLAN VS.
 A2.01 GROUND FLOOR PLAN. THIS COMMENT WILL HOLD TRUE
 FOR ALL FLOORS, WITH THE EXCEPTION OF THE 3 PARKING
 FLOORS. NEITHER OF THESE PLANS HAVE LABELED, IDENTIFIED
 THE DOORS ON THE PLAN TO THE DOOR SCHEDULE FOUND ON
 A8.02. OPENING PROTECTIVES CANNOT BE REVIEWED UNDER
 FBC-B TABLE 716.5. EXAMPLE STAIR # 1 THERE ARE 3 DOORS
 ASSOCIATED WITH THE VERTICAL STAIR ENCLOSURE FOUND ON
 THE 1ST FLOOR.
  
 23B)SEMI- COMPLIED. LIFE SAFETY SHEET A1.THE OCCUPANCY
 LOAD SHOWN FOR THE 2ND FLOOR OF 569. THE CODE ANALYSIS
 INDICATES THERE ARE 2 STAIRS AT 57 INCHES WHICH WILL
 ACCEPT 190 OCCUPANTS NOT 206. THE 3RD STAIR IS LABELED
 AS 52 INCHES WIDE. THE 600 SERIES PLANS FOR STAIRS IT
 APPEARS ALL 3 STAIRS ARE 57 INCHES WIDE. 57/0.3= 190
 OCCUPANTS X 3 STAIRS= 570 OCCUPANTS. AGREED THE STAIRS
 APPEAR TO BE THE LIMITING FACTOR.
 TO USE THE 57/0.2 FACTOR NOT ONLY DOES THE BUILDING
 REQUIRE FIRE SPRINKLERS BUT COMPLIANCE WITH AN
 EMERGENCY VOICE/ALARM COMMUNICATIONS SYSTEM.
  
 23C)(1 & 2) COMPLIED.
  
 23D-G) COMPLIED.
  
 24A) COMPLIED.
  
 24B) COMPLIED. SHEET A1.12 LIFE SAFETY 3 STAIRS ARE A
 MINIMUM OF 57 INCHES/ 0.3= 190 OCC. X 3= 570 OCCUPANTS.
  
 24C) COMPLIED. CONFERENCE ROOMS 2 MEANS OF EGRESS.
  
 24D) 2ND REQUEST . SEMI-COMPLIED. SHEET FP2.02 SHOWS
 THE USE OF TYCO WINDOW SPRINKLERS, IT APPEARS THAT (2)
 SPRINKLERS ARE LOCATED ON THE VERTICAL MULLION. PLEASE
 PROVIDE A DETAIL FOR SPRINKLER AND WASHING OF THE
 GLAZING FOR THIS AREA. 404.6 EXCEPTION 1.1.
  
 1ST REVIEW COMMENTS. THERE IS A NOTE FOR S SMOKE
 PARTITION FOR THE 2 STORY ATRIUM USING THE EXCEPTION #1
 REQUIRING BOTH REQUIREMENTS OF 404.6 EXCEPTION 1.1 &
 1.2 BE MET. PLEASE PROVIDE DETAILS FOR THE SPACING OF
 THE FIRE SPRINKLERS AND COMPLIANCE WITH 1.2 1.2. THE
 GLASS WALL SHALL BE INSTALLED IN A GASKETED FRAME IN A
 MANNER THAT THE FRAMING SYSTEM DEFLECTS WITHOUT
 BREAKING (LOADING) THE GLASS BEFORE THE SPRINKLER
 SYSTEM OPERATES.
  
 24E) COMPLIED.
  
 25) SHEET A1.13 THE 3RD FLOOR PARKING & SHEET A2.03,
 THESE SHEETS WILL BE COMMON COMMENTS FOR THE 3RD, 4TH
 AND 5TH FLOORS.
  
 25A)(1) COMPLIED. FBC-B 3007.7.2. THE FIRE SERVICE
 ACCESS ELEVATOR LOBBY . SECTION 3007.7.3.
  
 25A)(2) NEW COMMENT, DESIGN ISSUE, NOT A CODE ISSUE.
 THE ACCESSIBLE PARKING SPACES ARE FOUND ON THE 5TH
 FLOOR PARKING. TO GAIN ACCESS TO ANY OF THE FLOORS A
 WHEELCHAIR BOUND PERSON WILL NEED TO USE THE FIREMEN?S
 ELEVATOR. IF THE BUILDING GOES INTO FIRE ALARM THE
 ACTUATION OF ANY BUILDING FIRE ALARM-INITIATING DEVICE
 SHALL INITIATE PHASE I EMERGENCY RECALL OPERATION ON
 ALL FIRE SERVICE ACCESS ELEVATORS IN ACCORDANCE WITH
 THE REQUIREMENTS IN ASME A17.1/CSA B44. THE OCCUPANT IN
 THE FIREMEN?S LOBBY ELEVATOR WILL BE STRANDED WITHOUT
 ANY MEANS OF COMMUNICATION!!!!
 AS YOU KNOW THE 2014 ACCESSIBILITY CODE SECTION 207.1
 REFERS YOU IN THE 2003 IBC TO SECTION 1007 FOR
 ACCESSIBLE MEANS OF EGRESS. IN SECTION 1007.6 IS THE
 SECTION FOR AREAS OF REFUGE. SECTION 1007.3 EXCEPTION 2
 AREAS OF REFUGE ARE NOT REQUIRED IN BUILDINGS THAT ARE
 EQUIPPED THROUGHOUT IN ACCORDANCE WITH SECTION
 903.3.1.1.
  
 25B-D) COMPLIED.
  
 25E) SEMI-COMPLIED. A6.12 NOW DOES SHOW VERTICAL
 BI-PARTING DOORS. THERE IS NO DOOR IDENTIFICATION TAG
 PROVIDED, NEITHER IS THERE INFORMATION ON THIS DOOR AS
 FAR AS HOURS OF RATING. THIS IS A 5 STORY SHAFT
 REQUIRING 2 HR. RATING OF WALLS AND 90 MINUTE OPENING
 PROTECTIVES, TABLE 716.5 OF THE 2014 FBC-B.
 1ST ROUND OF COMMENTS. THIS COMMENT IS A COMMON FOR THE
 3 PARKING FLOORS AND THE 1ST FLOOR. THE PLANS INDICATE
 TO PROVIDE FALL PROTECTION AT THE ENTRY OF THE
 AUTOMOBILE ELEVATOR. PLEASE PROVIDE COMPLIANCE WITH
 2014 FBC-B 1013.2 GUARDS SHALL BE LOCATED ALONG
 OPEN-SIDED, EQUIPMENT PLATFORMS, STAIRS, RAMPS AND
 LANDINGS THAT ARE LOCATED MORE THAN 30 INCHES (762 MM)
 MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY
 POINT WITHIN 36 INCHES (914 MM) HORIZONTALLY TO THE
 EDGE OF THE OPEN SIDE. GUARDS SHALL BE ADEQUATE IN
 STRENGTH AND ATTACHMENT IN ACCORDANCE WITH SECTION
 1607.8.
  
 25F) COMPLIED. 1607.8.3 VEHICLE BARRIERS.
  
 25G)SEMI-COMPLIED. DEPENDING ON THE NEW LOCATION OF
 COMMENT (21D). SHEET A2.05 LIFE SAFETY PLAN INDICATES 2
 ACCESSIBLE PARKING STALLS WITH COLUMNS IN THE ACCESS
 AISLE. PLEASE PROVIDE THE CLEAR WIDTH FROM THE COLUMN
 TO THE ACCESSIBLE PARKING STALL. FBC-ACCESSIBILITY CODE
 502.3.1 WIDTH. ACCESS AISLES SERVING CAR AND VAN
 PARKING SPACES SHALL BE 60 INCHES (1525 MM) WIDE
 MINIMUM.
  
 26) SHEET A1.16 6TH FLOOR LIFE SAFETY PLAN & A7.05 &
 A7.06 ENLARGED FLOOR PLAN 6TH FLOOR.
  
 26A-E) COMPLIED
  
 26F) BUILDING PROVISO/ DEFERRED SUBMITTAL: OPEN AIR
 TERRACE WATERPROOFING MATERIAL AND DETAILS. SHEET 5.11.
 ADMINISTRATION 107.3.4 DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE. THE REGISTERED DESIGN
 PROFESSIONAL IN RESPONSIBLE CHARGE SHALL BE RESPONSIBLE
 FOR REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS
 PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED
 SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF
 THE BUILDING. PRODUCTS SHALL BE REVIEWED AND APPROVED
 IN WRITING BY THE DESIGNER OF RECORD PRIOR TO SUBMITTAL
 FOR JURISDICTIONAL APPROVAL.
  
 26G) BUILDING PROVISO/ DEFERRED SUBMITTALS: OPEN AIR
 TERRACE VIVA BLADE GUARD RAIL SYSTEM. SHEET 5.11.
 ADMINISTRATION 107.3.4 DESIGN PROFESSIONAL IN
 RESPONSIBLE CHARGE. THE REGISTERED DESIGN
 PROFESSIONAL IN RESPONSIBLE CHARGE SHALL BE RESPONSIBLE
 FOR REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS
 PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED
 SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF
 THE BUILDING. PRODUCTS SHALL BE REVIEWED AND APPROVED
 IN WRITING BY THE DESIGNER OF RECORD PRIOR TO SUBMITTAL
 FOR JURISDICTIONAL APPROVAL.
  
 26H) WE NEED A LETTER ADDRESSED TO THE BUILDING
 OFFICIAL ROBERT BROWN FOR REVIEW AND APPROVAL BY ROBERT
 BROWN UNDER THE 2014 FLORIDA BUILDING CODE W 2014 WEST
 PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPTER 1, ADMINISTRATION SECTION 104.11 ALTERNATE
 MATERIALS, DESIGN AND METHODS OF CONSTRUCTION. MR.
 BROWN HAS ALREADY REVIEWED THIS CONCEPT, BUT WILL NEED
 THE LETTER TO BE SUBMITTED REQUESTING THE ALTERNATE
 DESIGN IN MEETING THE CODE REQUIREMENT.
  
 ** COMMON COMMENT FOR ALL FLOORS (7-12) WHERE THE
 ALLOWABLE COMMON PATH OF TRAVEL IS EXCEEDED. EXAMPLE:
 ROOMS 718 & 719 FROM THE MOST REMOTE POINT IN THE SUITE
 TO THE NEAREST VERTICAL EXIT IS OVER THE ALLOWABLE 75
 FT. TO ACHIEVE THE ALLOWABLE 75 FT. A RATED WALL IS
 INSTALLED IN THE EXIT ACCESS CORRIDOR, ON THE DOOR
 SCHEDULE THIS DOOR IS NOT FIRE RATED. PLEASE PROVIDE A
 CODE SECTION WHERE THIS IS ALLOWED TO BE CONSIDERED
 CODE COMPLIANT. 2014 FBC-B TABLE 1014.3. DEFINITION:
 COMMON PATH OF EGRESS TRAVEL. THAT PORTION OF EXIT
 ACCESS WHICH THE OCCUPANTS ARE REQUIRED TO TRAVERSE
 BEFORE TWO SEPARATE AND DISTINCT PATHS OF EGRESS TRAVEL
 TO TWO EXITS ARE AVAILABLE. PATHS THAT MERGE ARE COMMON
 PATHS OF TRAVEL. COMMON PATHS OF EGRESS TRAVEL SHALL BE
 INCLUDED WITHIN THE PERMITTED TRAVEL DISTANCE.
  
 27) WE NEED A LETTER ADDRESSED TO THE BUILDING OFFICIAL
 ROBERT BROWN FOR REVIEW AND APPROVAL BY ROBERT BROWN
 UNDER THE 2014 FLORIDA BUILDING CODE W 2014 WEST PALM
 BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER
 1, ADMINISTRATION SECTION 104.11 ALTERNATE MATERIALS,
 DESIGN AND METHODS OF CONSTRUCTION. MR. BROWN HAS
 ALREADY REVIEWED THIS CONCEPT, BUT WILL NEED THE LETTER
 TO BE SUBMITTED REQUESTING THE ALTERNATE DESIGN IN
 MEETING THE CODE REQUIREMENT.
  
 MR. BROWN HAS LOOKED AT THE ADDITIONAL COST INVOLVED IN
 THE 2 HR. RATING OF THE WHOLE CORRIDOR AND 1 1/2 HOUR
 RATING OF ALL DOORS WITHIN THE CORRIDOR.
  
 MR. BROWNS SUGGESTION IS TO CREATE A 2 HOUR VESTIBULE
 IN FRONT OF STAIRWELL NUMBER ONE. LEAVE THE 1 ? HOUR
 DOOR FOR THE STAIRWELL AND EXTEND THE 2 HOUR FIRE
 RATING TO JUST WEST OF THE ROOMS 715 & 722, A PAIR OF
 DOORS, SWING THE DOORS IN THE EGRESS TRAVEL AND HAVE
 THE DOORS ON HOLD OPENS. TO THE WEST OF THE STAIRWELL 1
 DOOR OPENING HAVE A SECOND PAIR OF DOORS ON HOLD OPENS
 IN LINE WITH UNITS 713 & 714, ON THE OPPOSITE WALL IT
 APPEARS A FIRE EXTINGUISHER CABINET WOULD HAVE TO BE
 RELOCATED. THIS DESIGN WOULD HOLD TRUE FOR THE FLOORS
 7-12. FLOOR 6 WE MEET THE TRAVEL DISTANCE SINCE THE
 STAIRWELL # 1 WAS EXTENDED WITH THE 2ND REQUIRED DOOR
 OPENING.
  
 SHEET A1.18 & A7.09 & A7.10. THE 8TH, 10TH & 12TH
 FLOORS. THIS COMMENT FOR THE ROOMS 818,819,1018,
 1019,1218 & 1219 ALL EXCEED THE ALLOWABLE 75 FT.
 ALLOWABLE COMMON PATH OF TRAVEL OF 75 FT. 2014 FBC-B
 TABLE 1014.3
  
 28) COMPLIED.
  
 29) SHEET A2.09 & A7.41 13TH FLOOR ROOFTOP GARDEN:
 29A-D) COMPLIED.
  
 29E) 2ND REQUEST. THE INTERIOR LOBBY/ DINING AREA SHOWS
 36 INDOOR SEATS AT TABLES NOT 26. 36X0.05= 1.8 OR (2)
 SEATS, COMPLIED.
 THE AREA OF NON-COMPLIANCE IS THE OUTDOOR LOUNGE AREA
 SHOWS TABLES AND 20 CHAIRS REQUIRING AT LEAST (1)
 ACCESSIBLE SEAT. 20X0.05= 1
 1ST ROUND OF COMMENTS. THE AREAS ROOF LOUNGE AND LOBBY,
 1313 & 1314 MAY NEED TO COMPLY WITH ACCESS. CODE 902.3
 IF THERE ARE TABLES PRESENT. THIS PLAN DOES NOT SHOW A
 SEATING ARRANGEMENT IN THE ROOF LOUNGE 1314.
  
 29F) 2ND REQUEST. STAIRWELL # 1 SHOWS A ROOF TOP HATCH
 FOR ACCESS TO THE UPPER ROOF WITH MECHANICAL EQUIPMENT
 ON THE ROOF TOP. PLEASE PROVIDE THE CLEAR OPENING FOR
 THE ROOF TOP ROOF HATCH AND COMPLIANCE WITH 2014 FBC-B
 SECTION 1009.16.1 EXCEPTION. IN BUILDINGS WITHOUT AN
 OCCUPIED ROOF, ACCESS TO THE ROOF SHALL BE PERMITTED TO
 BE A ROOF HATCH OR TRAP DOOR NOT LESS THAN 16 SQUARE
 FEET IN AREA AND HAVING A MINIMUM DIMENSION OF 2 FEET .
  
 1ST ROUND COMMENTS. STAIRWELL # 1 SHOWS A LADDER TO
 GAIN ACCESS TO THE ROOF TOP EQUIPMENT. 2014 FBC-B
 SECTION 1022.4 OPENINGS. INTERIOR EXIT STAIRWAY AND
 RAMP OPENING PROTECTIVES SHALL BE IN ACCORDANCE WITH
 THE REQUIREMENTS OF SECTION 716. OPENINGS IN INTERIOR
 EXIT STAIRWAYS AND RAMPS OTHER THAN UNPROTECTED
 EXTERIOR OPENINGS SHALL BE LIMITED TO THOSE NECESSARY
 FOR EXIT ACCESS TO THE ENCLOSURE FROM NORMALLY OCCUPIED
 SPACES AND FOR EGRESS FROM THE ENCLOSURE.
  
 30) POOL AND JACUZZI ARE NOT PART OF THIS PERMIT, WILL
 REQUIRE A SEPARATE PERMIT, REVIEW AND ASSOCIATED FEES.
  
 31) BUILDING PROVISO. FENCING AND GATES AROUND THE POOL
 WILL REQUIRE A SEPARATE PERMIT, REVIEW AND ASSOCIATED
 FEES.
  
 32) COMPLIED.
  
 33-34) COMPLIED.
  
 35) BUILDING PROVISO: DEFERRED SUBMITTAL. SHEETS A6.02
 & A6.03 STAIR GUARDRAIL/ HANDRAILS . ADMINISTRATION
 107.3.4 DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. THE
 REGISTERED DESIGN
 PROFESSIONAL IN RESPONSIBLE CHARGE SHALL BE RESPONSIBLE
 FOR REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS
 PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED
 SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF
 THE BUILDING.
 FL 61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL
 FORWARD THE DELEGATED ENGINEERING DOCUMENTS TO THE
 ENGINEER OF RECORD FOR REVIEW.
  
 36) SHEET A4.01 SHOWS A NORTH ELEVATION WITH A NOTE FOR
 CONCRETE CANOPY WITH WOOD COMPOSITE UNDERNEATH FINISH.
 THE STRUCTURAL SHEET S5.21 DETAIL PROVIDES STRUCTURAL
 DETAILS AS TO THE THICKNESS OF THIS CANOPY, AND THE
 PLACEMENT OF REINFORCEMENT. THERE ARE 2 AREAS OF
 CONCERN:
  
 36A) 2ND REQUEST. SHEET A4.01 THERE IS A NOTE
 INDICATING THE MATERIAL ON THE UNDERSIDE OF THE CANOPY
 IS A CLADDING PANEL COMPOSITE. PLEASE PROVIDE THE
 LITERATURE ON THIS PRODUCT, IF THE PRODUCT DOES NOT
 MEET THE DEFINITION OF COMPOSITE THEN CHANGE THE
 TERMINOLOGY, BUT PRODUCT INFORMATION IS STILL GOING TO
 BE REQUIRED. PLEASE PROVIDE THE PRODUCT APPROVAL
 MIAMI-DADE NOA 15-0211.05 FOR REVIEW FOR WIND PRESSURES
 AS WELL AS FOR FLAME SPREAD AND SMOKE DEVELOPMENT.
 1ST ROUND OF COMMENTS. THE NOTE FOUND ON A4.01
 INDICATES THE UNDERNEATH SIDE OF THE CANOPY IS TO BE
 FINISHED WITH A WOOD COMPOSITE MATERIAL. WE FIND THIS
 SAME NOTE AT AROUND THE 155 FT. & 173.5 FT. ELEVATION.
 PLEASE PROVIDE PRODUCT LITERATURE ON THIS PRODUCT TO
 SEE HOW THIS MATERIAL WAS TESTED, TO WHAT STANDARD?
 DOES IT MEET THE DEFINITION OF A COMPOSITE MATERIAL.
  
 DEFINITION OF COMPOSITE MATERIAL: 703.5.2 COMPOSITE
 MATERIALS. MATERIALS HAVING A STRUCTURAL BASE OF
 NONCOMBUSTIBLE MATERIAL AS DETERMINED IN ACCORDANCE
 WITH SECTION 703.5.1 WITH A SURFACING NOT MORE THAN
 0.125 INCH (3.18 MM) THICK THAT HAS A FLAME SPREAD
 INDEX NOT GREATER THAN 50 WHEN TESTED IN ACCORDANCE
 WITH ASTM E 84 OR UL 723 SHALL BE ACCEPTABLE AS
 NONCOMBUSTIBLE MATERIALS.
  
 2014 FBC-B 1406.2.1 TYPE I, II, III AND IV
 CONSTRUCTION. ON BUILDINGS OF TYPE I, II, III AND IV
 CONSTRUCTION, EXTERIOR WALL COVERINGS SHALL BE
 PERMITTED TO BE CONSTRUCTED OF COMBUSTIBLE MATERIALS,
 COMPLYING WITH THE FOLLOWING LIMITATIONS:
 1. COMBUSTIBLE EXTERIOR WALL COVERINGS SHALL NOT EXCEED
 10 PERCENT OF AN EXTERIOR WALL SURFACE AREA WHERE THE
 FIRE SEPARATION DISTANCE IS 5 FEET (1524 MM) OR LESS.
 2. COMBUSTIBLE EXTERIOR WALL COVERINGS SHALL BE LIMITED
 TO 40 FEET (12 192 MM) IN HEIGHT ABOVE GRADE PLANE.
 3. COMBUSTIBLE EXTERIOR WALL COVERINGS CONSTRUCTED OF
 FIRE-RETARDANT-TREATED WOOD COMPLYING WITH SECTION
 2303.2 FOR EXTERIOR INSTALLATION SHALL NOT BE LIMITED
 IN WALL SURFACE AREA WHERE THE FIRE SEPARATION DISTANCE
 IS 5 FEET (1524 MM) OR LESS AND SHALL BE PERMITTED UP
 TO 60 FEET (18 288 MM) IN HEIGHT ABOVE GRADE PLANE
 REGARDLESS OF THE FIRE SEPARATION DISTANCE.
 4. WOOD VENEERS SHALL COMPLY WITH SECTION 1405.5.
 1406.2.1.1.2 FIRE SEPARATION GREATER THAN 5 FEET. FOR
 FIRE SEPARATION DISTANCES GREATER THAN 5 FEET (1524
 MM), ANY EXTERIOR WALL COVERING SHALL BE PERMITTED THAT
 HAS BEEN EXPOSED TO A REDUCED LEVEL OF INCIDENT RADIANT
 HEAT FLUX IN ACCORDANCE WITH THE NFPA 268 TEST METHOD
 WITHOUT EXHIBITING SUSTAINED FLAMING. THE MINIMUM FIRE
 SEPARATION DISTANCE REQUIRED FOR THE EXTERIOR WALL
 COVERING SHALL BE DETERMINED FROM TABLE 1406.2.1.1.2
 BASED ON THE MAXIMUM TOLERABLE LEVEL OF INCIDENT
 RADIANT HEAT FLUX THAT DOES NOT CAUSE SUSTAINED FLAMING
 OF THE EXTERIOR WALL COVERING.
  
 36B) 2ND REQUEST. THE RESPONSE INDICATES A NEW SHEET
 A5.15 EYEBROW DETAILS 1-6 ALL SHOW THE RESYSTA CP 140
 COMPOSITE CLADDING PANEL AND ATTACHMENT OF THE PANELS
 PER THE NOA, BUT NO INFORMATION IS PROVIDED AS TO THE
 MECHANICAL ATTACHMENT OF THE 1 X 3 TO THE CONCRETE
 EYEBROW.
 1ST ROUND OF COMMENTS. THE WOOD COMPOSITE MATERIAL,
 PLEASE PROVIDE HOW THIS MATERIAL WILL BE ATTACHED TO
 THE SUB-STRUCTURE, ADHERED, PINNED? 107.2.1.3
 ADDITIONAL INFORMATION REQUIRED.
  
 36C) PROVISO: POLYMER MODIFIED CEMENT WATER PROOFING TO
 THE TOP OF THE CONCRETE EYEBROW. SUBMIT PRODUCT
 APPROVAL. TO BE REVIEWED BY THE DESIGNER OF RECORD
 BEFORE BEING SUBMITTED TO THE BUILDING DEPARTMENT.
  
 37) BUILDING PROVISO/ DEFERRED SUBMITTAL. SHEET A4.01
 THE NORTH WALL ELEVATION ON THE GARAGE LEVELS 3-5 THE
 PLANS SHOW PERFORATED ALUMINUM PANEL SYSTEM. PLEASE
 PROVIDE PRODUCT LITERATURE, AND ENGINEERING ANALYSIS OF
 THE SYSTEM, WITH THE WIND DESIGN CRITERIA AND ANCHORING
 SYSTEMS REVIEWED BY THE ENGINEER OF RECORD. FL
 61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL FORWARD
 THE DELEGATED ENGINEERING DOCUMENTS TO THE ENGINEER OF
 RECORD FOR REVIEW. 2014 FBC-B 1503.1 ROOF DECKS SHALL
 BE COVERED WITH APPROVED ROOF COVERINGS SECURED TO THE
 BUILDING OR STRUCTURE IN ACCORDANCE WITH THE PROVISIONS
 OF THIS CHAPTER. ROOF COVERINGS SHALL BE DESIGNED AND
 INSTALLED IN ACCORDANCE WITH THIS CODE AND THE APPROVED
 MANUFACTURERS INSTRUCTIONS SUCH THAT THE ROOF COVERING
 SHALL SERVE TO PROTECT THE BUILDING OR STRUCTURE.
  
  
 38A) COMPLIED. FIRE COMMAND CENTER LAYOUT. FBC-B
 911.1.4.
  
 38B) SEMI-COMPLIED) 911.1.5 REQUIRED FEATURES.
 THE FIRE COMMAND CENTER SHALL COMPLY WITH NFPA 72 AND
 SHALL CONTAIN THE FOLLOWING FEATURES:
  
 1.-5) SHEET E4.02
 6. 2ND REQUEST, SEMI-COMPLIED. PLEASE REVIEW THE
 MECHANICAL PLANS REVIEW COMMENT # 3, 2ND REVIEW.
 THE FIREFIGHTERS CONTROL PANEL REQUIRED BY SECTION
 909.16 FOR SMOKE CONTROL SYSTEMS INSTALLED IN THE
 BUILDING.
  
 7-12). SHEET E4.02.
  
 13) BUILDING PROVISO/ DEFERRED SUBMITTALS. (13.1-13.7)
 AN APPROVED BUILDING INFORMATION CARD THAT CONTAINS,
 BUT IS NOT LIMITED TO, THE FOLLOWING INFORMATION:
  
 13.1. GENERAL BUILDING INFORMATION THAT INCLUDES:
 PROPERTY NAME, ADDRESS, THE NUMBER OF FLOORS IN THE
 BUILDING (ABOVE AND BELOW GRADE), USE AND OCCUPANCY
 CLASSIFICATION (FOR MIXED USES, IDENTIFY THE DIFFERENT
 TYPES OF OCCUPANCIES ON EACH FLOOR), ESTIMATED BUILDING
 POPULATION (I.E., DAY, NIGHT, WEEKEND);
  
 13.2. BUILDING EMERGENCY CONTACT INFORMATION THAT
 INCLUDES: A LIST OF THE BUILDING?S EMERGENCY CONTACTS
 (E.G., BUILDING MANAGER, BUILDING ENGINEER, ETC.) AND
 THEIR RESPECTIVE WORK PHONE NUMBER, CELL PHONE NUMBER,
 EMAIL ADDRESS;
  
 13.3. BUILDING CONSTRUCTION INFORMATION THAT INCLUDES:
 THE TYPE OF BUILDING CONSTRUCTION (E.G., FLOORS, WALLS,
 COLUMNS, AND ROOF ASSEMBLY);
  
 13.4. EXIT STAIR INFORMATION THAT INCLUDES: NUMBER OF
 EXIT STAIRS IN BUILDING, EACH EXIT STAIR DESIGNATION
 AND FLOORS SERVED, LOCATION WHERE EACH EXIT STAIR
 DISCHARGES, EXIT STAIRS THAT ARE PRESSURIZED, EXIT
 STAIRS PROVIDED WITH EMERGENCY LIGHTING, EACH EXIT
 STAIR THAT ALLOWS REENTRY, EXIT STAIRS PROVIDING ROOF
 ACCESS; ELEVATOR INFORMATION THAT INCLUDES: NUMBER OF
 ELEVATOR BANKS, ELEVATOR BANK DESIGNATION, ELEVATOR CAR
 NUMBERS AND RESPECTIVE FLOORS THAT THEY SERVE, LOCATION
 OF ELEVATOR MACHINE ROOMS, LOCATION OF SKY LOBBY,
 LOCATION OF FREIGHT ELEVATOR BANKS;
  
 13.5. BUILDING SERVICES AND SYSTEM INFORMATION THAT
 INCLUDES: LOCATION OF MECHANICAL ROOMS, LOCATION OF
 BUILDING MANAGEMENT SYSTEM, LOCATION AND CAPACITY OF
 ALL FUEL OIL TANKS, LOCATION OF EMERGENCY GENERATOR,
 LOCATION OF NATURAL GAS SERVICE;
  
 13.6. FIRE PROTECTION SYSTEM INFORMATION THAT INCLUDES:
 LOCATIONS OF STANDPIPES, LOCATION OF FIRE PUMP ROOM,
 LOCATION OF FIRE DEPARTMENT CONNECTIONS, FLOORS
 PROTECTED BY AUTOMATIC SPRINKLERS, LOCATION OF
 DIFFERENT TYPES OF SPRINKLER SYSTEMS INSTALLED (E.G.,
 DRY, WET, PRE-ACTION, ETC.); AND
  
 13.7 HAZARDOUS MATERIAL INFORMATION THAT INCLUDES:
 LOCATION OF HAZARDOUS MATERIAL, QUANTITY OF HAZARDOUS
 MATERIAL.
  
 14. WORK TABLE.
  
 15. GENERATOR SUPERVISION DEVICES, MANUAL START AND
 TRANSFER FEATURES.
  
 16. PUBLIC ADDRESS SYSTEM, WHERE SPECIFICALLY REQUIRED
 BY OTHER SECTIONS OF THIS CODE.
  
 17. ELEVATOR FIRE RECALL SWITCH IN ACCORDANCE WITH ASME
 A17.1.
  
 18. ELEVATOR EMERGENCY OR STANDBY POWER SELECTOR
 SWITCH(ES), WHERE EMERGENCY OR STANDBY POWER IS
 PROVIDED.
  
 39) COMPLIED. 2014 FBC-B 403.5.3 STAIRWAY DOOR
 OPERATION.
  
 40) SEMI ?COMPLIED. PLEASE REVIEW THE MECHANICAL PLANS
 REVIEW COMMENT # 3, 2ND REVIEW. 2014 FBC-B 403.4.7
 SMOKE REMOVAL./ 909.4 ANALYSIS. A RATIONAL ANALYSIS
 SUPPORTING THE TYPES OF SMOKE CONTROL SYSTEMS TO BE
 EMPLOYED, THEIR METHODS OF OPERATION, THE SYSTEMS
 SUPPORTING THEM AND THE METHODS OF CONSTRUCTION TO BE
 UTILIZED SHALL ACCOMPANY THE SUBMITTED CONSTRUCTION
 DOCUMENTS AND SHALL INCLUDE, BUT NOT BE LIMITED TO, THE
 ITEMS INDICATED IN SECTIONS 909.4.1 THROUGH 909.4.6.
  
 41) COMPLIED. FBC-B 403.5.5 LUMINOUS EGRESS PATH
 MARKINGS..
  
 42) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. 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.
  
 43) COMPLIED, THANK YOU. FOR THE RESUBMISSION OF PLANS,
 PLEASE BREAK THE PLAN SETS DOWN TO SMALLER MANAGEABLE
 ROLLS. BUILDING AND ID DRAWINGS TOGETHER, STRUCTURAL BY
 ITSELF AND MEP TOGETHER.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION &
 REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS
 NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  


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