Plan Review Notes
Plan Review Notes For Permit 18081039
Permit Number 18081039
Review Stop B
Sequence Number 1
Notes
Date Text
2018-11-15 11:13:012017 FBC- BUILDING PLAN REVIEW
 W. P. B. PERMIT: 18081039
 W. P. B. FOUN.: 18080583
 ADD: 300 PALM BEACH LAKES BLVD.
 CONT: DPR CONSTRUCTION A GENERAL PARTNERSHIP
 TEL: 561-718-2367
 E-MAIL: [email protected]
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW
 CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES
 SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
 BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: THURS. NOV. 15/2018
 ACTION: DENIED
  
 1) PLEASE CORRECT THE DOCUMENTS WITHIN THE FOLDER.
 EITHER REMOVE THE ARCHITECTURAL SPECIFICATION BOOK OR
 VOID ALL PAGES SINCE THE CITY DOES NOT REVIEW THESE
 DOCUMENTS PAGES 00 00 00 TAB THROUGH 32 31 21. PLEASE
 NOTE FOR FUTURE INFORMATION PLEASE REVIEW CITY OF WEST
 PALM BEACH PROJECT DOX QUICK START AS TO LOAD MULTIPLE
 PAGE DOCUMENTS OR CONTACT CAROLINE PUELL (561-805-6659)
 PLAN REVIEW LIBRARIAN OR LAURA MARCHANT (561-805-6658)
 PLAN REVIEW LIBRARIAN FOR FUTURE ASSISTANCE.
  
 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION. 107.2.1.3 QUALITY OF BUILDING PLANS
 THIS POLICY MAY INCLUDE SUCH THINGS AS MINIMUM SIZE,
 SHAPE, CONTRAST, CLARITY, OR OTHER ITEMS RELATED TO
 RECORDS MANAGEMENT. ELECTRONIC MEDIA MUST BE COMPATIBLE
 WITH THE ARCHIVE REQUIREMENTS OF FLORIDA STATUTES.
  
 2A) IN THE FOLDER FOR SUPPORTING DOCUMENTS, THERE WAS
 NO PERMIT APPLICATION UPLOADED TO VERIFY CONTRACTOR
 INFORMATION. W. P. B. AMENDMENT 105.3 APPLICATION FOR
 PERMIT. TO OBTAIN A PERMIT, THE APPLICANT SHALL FIRST
 FILE AN APPLICATION THEREFORE IN WRITING ON A FORM
 FURNISHED BY THE DEPARTMENT FOR THAT PURPOSE.
  
 2B) PLEASE NOTE THAT ENERGY COMPLIANCE FORMS WERE NOT
 PART OF THIS SUBMISSION. SHOW COMPLIANCE WITH THE 2017
 FBC-ENERGY CODE, SUBMIT AN ENERGY COMPLIANCE REPORT IN
 COMPLIANCE WITH EITHER C101.2, C101.5.1 AND CC401.2.
  
 2C) TUES. NOV. 20/18 NEW COMMENT. PLEASE NOTE MISSING
 FROM THE FILE FOLDER, THE PLANS INDICATE THE BUILDING
 IS TO BE FIRE SPRINKLERED BUT THERE IS NO HYDRAULIC
 CALCULATIONS FOR THE FLOW RATE FROM THE NEAREST FIRE
 HYDRANT.
 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS.
 107.3.5.1 COMMERCIAL BUILDINGS:
 107.3.5.1.1 BUILDING
 FIRE HYDRANT/WATER SUPPLY/ HYDRAULIC CALCULATIONS
 THE HYDRAULIC CALCULATIONS ARE THE BASES FOR THE SIZING
 OF THE SYSTEM.
  
 3) THE DOCUMENT IN THE FILE FOLDER IDENTIFIED AS 3293
 REVISED GEO LETTER IS DATED MAY 14, 2018 (REVISED).
 PLEASE UPDATE TO THE MOST CURRENT TIME OF PERMIT
 APPLICATION JUNE 27/2018 WHEREAS THE LETTER INDICATES
 WE UNDERSTAND THAT CONTINUOUS LIGHTLY LOADED FOOTINGS
 ARE BEING CONSIDERED FOR THE PERIMETER OF THE PROPOSED
 BUILDING(MOB). VIBRO-REPLACEMENT (VR) IS NOT PLANNED
 FOR THESE FOOTINGS. 107.2.1.2 ADDITIONAL INFORMATION IS
 REQUIRED.
  
 4) THE FOUNDATION PERMIT HAS A NOTE THAT PALM BEACH
 COUNTY IMPACT FEE OFFICE, MR. SWOOPE HAS DEFERRED
 IMPACT FEES TO THE ISSUANCE OF THE BUILDING PERMIT (TO
 BE PAID BEFORE ISSUANCE). 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.
  
 5) 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]
  
 6) SHEET 004-G-100 ACCESSIBILITY DETAILS FOR TACTILE
 SIGNAGE ABOVE FLOOR BUT THERE IS NO MENTION OF
 COMPLIANCE WITH THE 2017 FLORIDA ACCESSIBILITY CODE:
  
 BRAILLE. 703.3. BRAILLE SHALL BE CONTRASTED (GRADE 2)
 AND SHALL COMPLY WITH 703.3 AND 703.4.
  
 BRAILLE. 703.3.2 POSITION. BRAILLE SHALL BE POSITIONED
 BELOW THE CORRESPONDING TEXT. IF THE TEXT IS
 MULTI-LINED, THE BRAILLE SHALL BE BELOW THE ENTIRE
 TEXT. BRAILLE SHALL BE SEPARATED 3/8 INCH MINIMUM FROM
 ANY OTHER TACTILE CHARACTER AND 3/8 INCH MINIMUM FROM
 RAISED BORDERS AND DECORATIVE ELEMENTS.
  
 7) SHEET 005-G-400 UL ASSEMBLIES. THIS SHEET DOES SHOW
 UL ASSEMBLIES FOR RATINGS FOR WALLS AND FLOOR, FLOOR/
 CEILING ASSEMBLIES. WHAT IS MISSING ARE FIRE RATED
 THROUGH PENETRATIONS FOR HORIZONTAL FLOOR/ FLOOR
 CEILING ASSEMBLIES.
 2017 FBC-B 714.4 HORIZONTAL ASSEMBLIES. PENETRATIONS OF
 A FIRE-RESISTANCE-RATED FLOOR, FLOOR/CEILING ASSEMBLY
 OR THE CEILING MEMBRANE OF A ROOF/CEILING ASSEMBLY NOT
 REQUIRED TO BE ENCLOSED IN A SHAFT BY SECTION 712.1
 SHALL BE PROTECTED IN ACCORDANCE WITH SECTIONS 714.4.1
 THROUGH 714.4.4.
  
 8) SHEET 008-AS-110 DETAILS. PLEASE REVIEW DETAIL
 NUMBER 04 THE HANDICAPPED PARKING DETAIL.
 THE 2017 FBC-ACCESSIBILITY CODE SECTION 502.2 VEHICLE
 SPACES. EACH PARKING SPACE MUST BE AT LEAST 12 FEET
 (3658 MM) WIDE, SHALL BE MARKED TO DEFINE THE WIDTH,
 AND SHALL HAVE AN ADJACENT ACCESS AISLE COMPLYING WITH
 502.3. SEE ADVISORY 502.2.2 MARKING.
 ADVISORY 502.3.3 MARKING. THE METHOD AND COLOR OF
 MARKING ARE NOT SPECIFIED BY THESE REQUIREMENTS BUT MAY
 BE ADDRESSED BY STATE OR LOCAL LAWS OR REGULATIONS.
 THE CITY OF W. P. B. MUNI CODE SECTION CD94:276
 HANDICAPPED STALL PAINTING DETAIL INDICATES THE
 HANDICAPPED STALL LINES TO BE 4 INCHES WIDE (DOUBLE
 STRIPED) PAINTED BLUE WITH A 1 FOOT CLEAR SPACE BETWEEN
 THE DOUBLE SPACED LINES WITH THE 12 FOOT WIDE PARKING
 SPACE AS SHOWN IN THE DETAIL. PLEASE CORRECT THE 6 INCH
 WIDE STRIPING DETAIL.
  
 9) SHEET 002-G-001 INDEX:
 9A) THE INDEX SHEET IS MISSING THE SHEET A-006 LIFE
 SAFETY ROOF PLAN WITHIN THE INDEX. 107.2.2.1.
 ADDITIONAL INFORMATION IS REQUIRED.
  
 9B) HEADING BUILDING CONSTRUCTION/ USE AND OCCUPANCY IS
 A LISTING FOR GROUP S-2 PARKING GARAGE.
 THERE IS NO MENTION OF IF THE DESIGN IS FOR AN OPEN OR
 ENCLOSED PARKING GARAGE. IF OPEN THE PER CENT AGES OF
 OPEN AREA PER WALL SECTION PER FLOOR. SHEET 061-A-005
 SPLIT LEVEL
 2017 FBC-B SECTION 406.5 OPEN PARKING VERSES 406.6
 CLOSED PARKING GARAGES.
  
 9C) PLEASE PROVIDE HOW MANY PARKING SPACES ARE ON EACH
 LEVEL AND HOW MANY ACCESSIBLE SPACES ARE SHOWN. SHOW
 COMPLIANCE WITH THE 2017 FBC-ACCESSIBILITY CODE TABLE
 208.2 PARKING SPACES.
  
 10) SHEET 057-A-001 LIFE SAFETY PLAN LEVEL 01 &
 063-A-101FIRST FLOOR PLAN:
  
 10A) THE BUILDING ENTRY DOORS FROM THE GARAGE TO THE
 BUSINESS OFFICE LOBBY ARE IN A 1 HOUR RATED WALL WITH
 NOTE, UNRATED OPENING IN ONE HOUR FIRE BARRIER
 OCCUPANCY SEPARATION WALL ALLOWED PER 2017 FBC-707.6.
 PLEASE NOTE THE EXCEPTIONS LISTED 1-5 ARE STATING THE
 ALLOWABLE OPENING OF 156 SQUARE FEET CAN BE EXCEEDED.
 PLEASE REFER TO TABLE 716.5 OF THE 2017 FBC-B FOR
 OPENING PROTECTIVES FOR WALL RATING AND OPENING
 PROTECTIVE RATING.
  
 10B) PLEASE ALSO REVIEW SHEET 061-A-005 SPLIT LEVEL
 PARKING FOR ALL FLOORS. A STATEMENT FOUND ON THIS SHEET
 INDICATES UNPROTECTED SPRINKLERED OPENINGS ALLOWED IN
 EXTERIOR FIRE RATED WALL PER 706.8. AGAIN THE EXCEPTION
 2 THIS IS TAKING AWAY THE SIZE LIMITATION OF 156 SQ.
 FT. ONLY. SEE SECTION 406.5.2 OF THE 2017 FBC-B FOR
 PERCENTAGE OF AREA OPENINGS TO CLASSIFY IF THE FLOORS
 (EACH FLOOR) IN THE PARKING GARAGE QUALIFY FOR OPEN OR
 ENCLOSED. AREAS ARE TO BE TAKEN BY PER FLOOR AND WALL
 FOR WALL OPENINGS.
  
 10C) PLEASE ALSO REVIEW SHEET 061-A-005 SPLIT LEVEL
 PARKING FOR ALL FLOORS SHOWS OPEN EXIT STAIRS FOR THE
 UPPER AND LOWER FLOOR LEVELS FOR ALL FLOORS. PLEASE
 NOTE IT WILL DEPEND ON IF THE PARKING GARAGE IS OPEN OR
 ENCLOSED IF THE STAIRWELLS WILL NEED TO COMPLY WITH
 CHAPTER 10. SEE 406.5.7.
  
 10D) THE FIRST FLOOR PLAN INDICATES A ONE HOUR
 ENCLOSURE FOR MEDICAL GAS USE. PLEASE PROVIDE THE TYPES
 OF GASSES TO BE ENCLOSED IN THIS ROOM, QUANTITIES OF
 GAS WITHIN EACH TANK, QUANTITIES OF EACH TYPE OF GAS IN
 TANKS (IN CUBIC FEET) AND THE ACCOMPANYING MSDS SHEETS.
 2017 FBC-B TABLE 307.1(1).
 PLEASE ALSO SHOW HOW THE TANKS ARE GOING TO BE STORED,
 AND HOW THEY WILL BE SECURED WHILE IN SERVICE.
 107.2.2.1.
 MONDAY NOV. 19/18 COMMENT. 451.3.15 MEDICAL GAS. IF
 THERE IS A PIPED MEDICAL GAS INSTALLATION IN THE ASC,
 IT SHALL COMPLY WITH THE REQUIREMENTS OF NFPA 99 HEALTH
 CARE FACILITIES CODE.
  
 10E) THE 1ST FLOOR PLAN SHOWS THE INSTALLATION OF A MRI
 ROOM AND NEXT TO THE MRI ROOM THERE IS A LARGE ROOM AND
 NO KNOWN USAGE, PLEASE PROVIDE ADDITIONAL INFORMATION.
 107.2.2.1.
  
 10F) ELEVATORS. NEITHER FLOOR PLAN NOR SHEETS 133-A-820
 NOR 134-A821 ELEVATOR SECTIONS FOR ELEVATORS 1,2 & 3
 SHOW COMPLIANCE WITH ELEVATOR CAR TO ACCOMMODATE
 AMBULANCE STRETCHER REQUIREMENTS FOUND UNDER SECTION
 3002.4 OF THE 2017 FBC-B.
  
 11) ELEVATORS:
 11A) THE FLOOR PLAN SHEET 057-A-001 LIFE SAFETY PLAN
 LEVEL 01 & 063-A-101FIRST FLOOR PLAN SHOW THE ELEVATOR
 MACHINE ROOM AND SHEET 172-M-201 SHOW A FCU-A 14 A FAN
 COIL UNIT BUT THE SCHEDULE ON SHEET 182-M-702 LIST THE
 FAN COIL UNITS AS FCU WITH NUMBER NOT ANY LETTERS AFTER
 THE FCU. IT WOULD APPEAR COMPLIANCE WITH FBC-B 3005.2
 IS TRYING TO BE ACHIEVED BUT CLARIFICATION NEEDS TO BE
 ADDRESSED. ADDITIONAL INFORMATION IS REQUIRED FOR
 CLARIFICATION.
  
 11B) IN THE 2017 FBC-B UNDER CHAPTER 30 FOR ELEVATORS
 THE VENTING REQUIREMENT IN SECTION 3005 IS FOR MACHINE
 ROOMS ONLY. THE HOISTWAY VENTING HAS BEEN REMOVED,
 POSSIBLY RELOCATED, BUT NOT FOUND. I WOULD BELIEVE IT
 WOULD ALSO BE PART OF THE MANUFACTURES SPECIFICATION
 WHICH AT THIS TIME NO INFORMATION ABOUT THE ELEVATORS,
 HOISTWAY AND OR VENTING WAS SUBMITTED FOR THIS REVIEW.
 IF HOISTWAY VENTING IS TO OCCUR THEN WE WOULD NEED TO
 LOOK AT SHAFTS AND PROTECTED OPENINGS. SEE FBC-B 713.
 713.7.1 & 713.10.
  
 11C)(1) PLEASE CLARIFY WHAT TYPE OF DRIVE IS GOING TO
 BE USED FOR ALL OF THE ELEVATORS. ONE OF THE QUESTIONS
 IS THERE GOING TO BE HYDRAULIC CYLINDERS TO BE USED TO
 DRIVE THE ELEVATORS? IF SO THEN COMPLY WITH SECTION
 3011 OF THE 2017 FBC-B.
  
 11C)(2) THE SHEET 133-A-820 DETAILS 6 & 7 BOTH SHOW
 MACHINERY AT THE TOP OF THE 4TH FLOOR IN THE ELEVATOR
 SHAFT, IT WOULD APPEAR THE ELEVATOR ITSELF WOULD NOT
 MAKE IT TO THE 4TH FLOOR AS DEPICTED, MAYBE THIS
 EQUIPMENT AND SAFETY BEAM SHOULD BE LOCATED IN THE ROOF
 TOP PENTHOUSE? THE STRUCTURAL SHEET 029-S-151 SHOWS
 DETAILS FOR THE CONCRETE SHEER WALLS THAT SURROUND THE
 ELEVATOR SHAFT BUT THERE IS NO DESIGNATION TO THE SIZE
 NOR PLACEMENT OF THE ELEVATOR SAFETY BEAM AND IF THERE
 IS ADDITIONAL
 RE-INFORCEMENT IS REQUIRED, OR IF THERE NEEDS TO BE A
 POCKET TO SIT THE BEAM INTO NOR HOW MUCH OF THE BEAM
 NEEDS TO BE EMBEDDED INTO THE CONCRETE AND IF SO IS A
 PROTECTIVE COATING REQUIRED TO ISOLATED THE STEEL BEAM
 FROM THE LIME IN THE CONCRETE. 107.2.2.1 ADDITIONAL
 INFORMATION IS REQUIRED.
  
 11D) MONDAY. 11/19/18 COMMENT. THIS COMMENT STANDS FOR
 ALL VERTICAL EXIT DOORS ON EACH FLOOR. THE DOOR
 SCHEDULE SHEET 120-A-611 SHOWS THE VERTICAL EXIT DOORS
 WITH A LOCK SET TYPE 731R WHICH IS NOT IN THE DOOR
 SCHEDULE REMARKS AND ABBREVIATIONS. UNDER THE LOCKSETS
 THE ABBREVIATION PAN IS SHORT FOR PANIC HARDWARE.
 PLEASE SEE SECTION 1010.1.10 PANIC AND FIRE EXIT
 HARDWARE. PLEASE NOTE THE SPEC BOOK SUBMITTED DOES NOT
 GET REVIEWED, EACH AND EVERY PAGE OF THE SPEC BOOK
 NEEDS TO SHOW VOID ON EACH SHEET!!!
  
 11E) MONDAY. 11/19/18 COMMENT. THIS COMMENT IS COMMON
 TO ALL FLOORS. THE ARCHITECTURAL SHEETS FOR ALL 4
 FLOORS HAS NO WALL TYPE DESIGNATED FOR THE BLOCK WALL
 BETWEEN THE GARAGE AND THE BUSINESS OCCUPANCY. A-101.
 A-102, A-103 & A-104. SHEET 119-A-600 DOES NOT SHOW A
 FIRE RATED BLOCK WALL TYPE FOR 1 OR 2 HOUR FIRE RATING.
 PLEASE SEE 2017 FBC-B 707.3.1, 707.3.2 & TABLE
 707.3.10.
  
 12) THE 2ND FLOOR PLANS, 058-A-002 LIFE SAFETY PLAN
 LEVEL 02 & 064-A-102:
  
 12A) PLEASE NOTE THERE APPEARS TO BE A DISCREPANCY IN
 THE PLANS. IN THE LIFE SAFETY PLAN ALONG THE SOUTH WALL
 WEST OF STAIRWELL 2 THERE APPEARS TO BE A ONE HOUR FIRE
 BARRIER ALONG THE EXTERIOR WALL THAT DOES NOT APPEAR ON
 SHEET 064-A-102, 107.2.2.1 ADDITIONAL INFORMATION IS
 REQUIRED, DISCREPANCY IN PLANS.
  
 12B) ON THE 2ND LEVEL OF SHEET A-102 IS A VAN
 ACCESSIBLE PARKING SPACE. FOR HEIGHT REQUIREMENTS THAT
 ARE ASSOCIATED WITH VAN ACCESSIBLE PARKING I HAD TO GO
 TO THE BUILDING SECTIONS ON SHEET 074-A-210. ON THE
 LEFT SIDE OF THE PAGE ON LEVEL 2.3 THERE ARE 2
 ELEVATION MARKERS FOR THE 2ND FLOOR TOP AND BOTTOM OF
 SLAB TO INDICATE THE SLAB IS 8 INCHES THICK. WITH THE
 HEIGHTS GIVEN I WAS ABLE TO CALIBRATE THE FLOOR
 HEIGHTS, 1ST FLOOR HEIGHT SLAB TO SLAB 9 FOOT 3 INCHES
 (NO DEDUCTION FOR BEAMS OR FIRE SPRINKLER PIPING), RAMP
 7 FOOT 0 INCHES, AND THE 2ND FLOOR EAST SIDE 7 FOOT 8
 INCHES, NO DEDUCTION FOR FIRE SPRINKLER PIPING. SHEET
 081-A-302 WALL SECTION 10 SHOWS A HEIGHT LIMITATION BAR
 AT ENTRY PLANS INDICATE SEE SPECS. WHEN CALCULATED THE
 BAR IS AT A HEIGHT OF 7 FOOT 10 INCHES IN HEIGHT WHICH
 DOES NOT MEET THE REQUIREMENTS FOR VAN ACCESSIBILITY.
 PLEASE NOTE THESE HEIGHTS GIVEN DO NOT MEET THE VAN
 ACCESSIBILITY REQUIREMENTS FOUND UNDER:
 2017 FBC-ACCESSIBILITY CODE 502.5 VERTICAL CLEARANCE.
 PARKING SPACES FOR VANS AND ACCESS AISLES AND VEHICULAR
 ROUTES SERVING THEM SHALL PROVIDE A VERTICAL CLEARANCE
 OF 98 INCHES (2490 MM) MINIMUM.
 EVERY NONRESIDENTIAL STRUCTURE BUILT ON OR AFTER
 JANUARY 1, 1991, WHICH IS DESIGNED TO USE COVERED OR
 UNDERGROUND PARKING AS THE PRIMARY AVAILABLE PARKING
 SPACE SHALL DESIGN THE COVERED OR UNDERGROUND PARKING
 FACILITY TO MAINTAIN A MINIMUM HEIGHT FOR THE PORTION
 OF THE STREET-ACCESSIBLE LEVEL OF THE PARKING FACILITY
 DIRECTLY OVER VAN-ACCESSIBLE PARKING SPACES AND FOR
 PROVIDING INGRESS AND EGRESS TO SUCH PARKING SPACES OF
 AT LEAST 8 FEET 2 INCHES (2489 MM). SIGNS SHALL BE
 POSTED TO WARN OPERATORS OF HANDICAP-EQUIPPED VANS THAT
 THEY CANNOT PASS BEYOND A CERTAIN POINT DUE TO HEIGHT
 LIMITATIONS. IF COMPLIANCE WITH THIS MINIMUM HEIGHT
 CLEARANCE REQUIREMENT WILL CAUSE THE STRUCTURE TO
 EXCEED LOCAL HEIGHT LIMITATIONS IMPOSED BY LOCAL
 ZONING, PLANNING, OR FIRE ORDINANCES, OR WILL RESULT IN
 THE IMPOSITION OF ANY ADDITIONAL REQUIREMENTS OF SUCH
 ORDINANCES, THE STRUCTURE MAY EXCEED THE HEIGHT
 LIMITATION SPECIFIED IN THOSE PARTICULAR CODES AS
 NECESSARY TO COMPLY WITH THE REQUIREMENTS OF THIS
 SECTION AND IS EXEMPT FROM SUCH ADDITIONAL
 REQUIREMENTS. STRUCTURES FOR WHICH THE PLANS WERE
 SEALED BY AN ARCHITECT PRIOR TO JANUARY 1, 1991, ARE
 EXEMPT FROM THIS SECTION.
  
 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.
  
 12C)(1) PLEASE EXPLAIN HOW ELEVATOR 1 WILL OPERATE?
 WILL THIS ELEVATOR BE ON RECALL IF FIRE ALARM OR
 SPRINKLE IS ACTIVATED? WILL THIS ELEVATOR BE CONSIDERED
 AN OCCUPANT EVACUATION ELEVATOR THAT COMPLIES WITH ALL
 OF 3008 OF THE 2017 FBC-B.
  
 12C)(2) ) MONDAY. 11/19/18 COMMENT. PLEASE SHOW
 COMPLIANCE WITH: 2017 FBC-B 451.3.5.1.
 ALL NEW AMBULATORY SURGICAL CENTERS LOCATED IN
 MULTISTORY BUILDINGS WHERE PATIENT TREATMENT AREAS ARE
 LOCATED ON OTHER THAN THE EXIT FLOOR SHALL HAVE AT
 LEAST ONE 2,500 POUND (933 KG) CAPACITY ELEVATOR THAT
 SHALL BE IN COMPLIANCE WITH THE REQUIREMENTS OF SECTION
 451.3.13.5 OF THIS CODE AND THE REQUIREMENTS OF CHAPTER
 30 OF THE CODE.
  
  
 12D) THE 2 STORAGE CLOSETS 227 AND 228 BOTH SHOW A 2
 FOOT 8 INCH DOOR. CLOSETS WHICH ARE OVER 2 FEET DEEP
 WHICH ALLOWS FOR A WHEELCHAIR TO ENTER REQUIRES A 3
 FOOT DOORWAY.
 PLEASE REVIEW THE 2017 FBC-ACCESSIBILITY CODE SECTION:
 811.2 CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR OR
 GROUND SPACE COMPLYING WITH 305 SHALL BE PROVIDED.
 305.3 SIZE. THE CLEAR FLOOR OR GROUND SPACE SHALL BE 30
 INCHES (760 MM) MINIMUM BY 48 INCHES (1220 MM) MINIMUM.
  
 305.5 POSITION. UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR
 OR GROUND SPACE SHALL BE POSITIONED FOR EITHER FORWARD
 OR PARALLEL APPROACH TO AN ELEMENT.
  
 DOORWAYS. 404.2.3 CLEAR WIDTH. DOOR OPENINGS SHALL
 PROVIDE A CLEAR WIDTH OF 32 INCHES (815 MM) MINIMUM.
 CLEAR OPENINGS OF DOORWAYS WITH SWINGING DOORS SHALL BE
 MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP,
 WITH THE DOOR OPEN 90 DEGREES. OPENINGS MORE THAN 24
 INCHES (610 MM) DEEP SHALL PROVIDE A CLEAR OPENING OF
 36 INCHES (915 MM) MINIMUM.
  
 DOORWAYS. 404.2.4 MANEUVERING CLEARANCES. MINIMUM
 MANEUVERING CLEARANCES AT DOORS AND GATES SHALL COMPLY
 WITH 404.2.4. MANEUVERING CLEARANCES SHALL EXTEND THE
 FULL WIDTH OF THE DOORWAY AND THE REQUIRED LATCH SIDE
 OR HINGE SIDE CLEARANCE.
  
 12E) ROOMS 235,236 & 237 HAVE MEASUREMENTS FOR ONE
 DIRECTION ONLY SIZE CANNOT BE CONFIRMED. SHEET
 058-A-002 2ND FLOOR LIFE SAFETY SHEET SHOWS ONLY THE
 EQUIPMENT ROOM WITH A SQUARE FOOTAGE OF ROOM, BUT
 CANNOT BE CONFIRMED. COMPLIANCE WITH TABLE 509
 INCIDENTAL USES AREAS CANNOT BE CONFIRMED.
  
 IN AMBULATORY CARE FACILITIES WASTE AND LINEN
 COLLECTION ROOMS WITH CONTAINERS THAT HAVE AN AGGREGATE
 VOLUME OF 10 CUBIC FEET OR GREATER REQUIRES 1 HOUR.
  
 IN AMBULATORY CARE FACILITIES OR GROUP I-2 OCCUPANCIES,
 STORAGE ROOMS GREATER THAN 100 SQUARE FEET, 1 HOUR.
  
 12F) STORAGE ROOM 226 IS NOT DIMENSIONED. 107.2.2.1
 ADDITIONAL INFORMATION IS REQUIRED.
  
 12G) BOTH THE MENS AND LADIES RESTROOMS SHOW THE
 INSTALLATION OF LOCKERS DEPICTED ON THIS SHEET AND
 DETAIL SHEET 100-A-102 DETAIL 03. PLEASE SHOW
 COMPLIANCE WITH: 2017 FBC- ACCESSIBILITY CODE:
  
 308 REACH RANGES. 308.2 FORWARD REACH./ 308.2.1
 UNOBSTRUCTED/ 308.2.2 OBSTRUCTED HIGH REACH.
 308.3 SIDE REACH. / 308.3.1 UNOBSTRUCTED/ 308.3.2
 OBSTRUCTED HIGH REACH.
  
 309 OPERABLE PARTS.309.3 HEIGHT. OPERABLE PARTS SHALL
 BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES
 SPECIFIED IN 308.
  
 12H) MOTION ANALYSIS SHOWS WHAT APPEARS TO BE A GLASS
 WALL AND DOOR 208. THERE IS NO CUT SECTION FOR THIS
 WALL AND DOOR SHOWING COMPLIANCE WITH:
 2017 FBC-B 2406.1 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED
 AREAS, INCLUDING GLASS MIRRORS, IN HAZARDOUS LOCATIONS
 AS DEFINED IN SECTION 2406.4 SHALL COMPLY WITH SECTIONS
 2406.1.1 THROUGH 2406.1.4.
  
 12I) NOTICE ONLY!!!! WHEN REFERRING FROM THE
 ARCHITECTURAL PLANS (131-A-804) TO THE STRUCTURAL
 SHEETS, THE STAIR IDENTIFIED AS S01 ON SHEET 064-A-102
 SHOWS A DETAIL BUT THERE IS NO DESIGNATION TO WHERE
 THIS CAN BE FOUND. ON VARIOUS STRUCTURAL DETAILS S-304
 DETAILS 6, 7 & 8 ALL SHOW A 7 INCH DROP BEAM AT THE
 STAIRS AND MEASURES EXACTLY AT 80 INCHES, NO CLEARANCES
 FOR DEVIATION IN LAYOUT AND FORMWORK. 2017 FBC-B
 1011.3.
  
 13) SHEET 065-A-103 & 059-A-003:
  
 13A) MONDAY. 11/19/18 COMMENT. THIS COMMENT IS COMMON
 TO ALL FLOORS. THE ARCHITECTURAL SHEETS FOR ALL 4
 FLOORS HAS NO WALL TYPE DESIGNATED FOR THE BLOCK WALL
 BETWEEN THE GARAGE AND THE BUSINESS OCCUPANCY. A-101.
 A-102, A-103 & A-104. SHEET 119-A-600 DOES NOT SHOW A
 FIRE RATED BLOCK WALL TYPE FOR 1 OR 2 HOUR FIRE RATING.
 PLEASE SEE 2017 FBC-B 707.3.1, 707.3.2 & TABLE
 707.3.10.
  
 13B) SHEET 065-A-103 SHOW 2 NEW X-RAY ROOM ROOMS 340 &
 342. THE WALL TAGS INDICATE LEAD LINED WALLS BUT THERE
 IS NO OTHER INFORMATION. THE PLANS ARE SILENT AS TO THE
 LEVEL OF RADS IN ONE HOUR COULD BE ABSORBED:
  
 HIGH RADIATION AREA. AN AREA, ACCESSIBLE TO
 INDIVIDUALS, IN WHICH RADIATION LEVELS FROM RADIATION
 SOURCES EXTERNAL TO THE BODY COULD RESULT IN AN
 INDIVIDUAL RECEIVING A DOSE EQUIVALENT IN EXCESS OF 1
 MSV (0.1 REM) IN 1 HOUR AT 30 CM FROM ANY SOURCE OF
 RADIATION OR FROM ANY SURFACE THAT THE RADIATION
 PENETRATES. FOR PURPOSES OF THIS SECTION, ROOMS OR
 AREAS IN WHICH DIAGNOSTIC X-RAY SYSTEMS ARE USED FOR
 HEALING ARTS PURPOSES ARE NOT CONSIDERED HIGH RADIATION
 AREAS.
  
  
 VERY HIGH RADIATION AREA. AN AREA, ACCESSIBLE TO
 INDIVIDUALS, IN WHICH RADIATION LEVELS FROM RADIATION
 SOURCES EXTERNAL TO THE BODY COULD RESULT IN AN
 INDIVIDUAL RECEIVING AN ABSORBED DOSE IN EXCESS TO 500
 RAD (5 GRAY) IN 1 HOUR AT 1 M FROM A SOURCE OF
 RADIATION OR FROM ANY SURFACE THAT THE RADIATION
 PENETRATES. AT VERY HIGH DOSES RECEIVED AT HIGH DOSE
 RATES, UNITS OF ABSORBED DOSE, GRAY AND RAD, ARE
 APPROPRIATE, RATHER THAN UNITS OF DOSE EQUIVALENT,
 SIEVERT AND REM.
  
 13C)CONTROL OF RADIATION HAZARD. 465.1 SCOPE. CONTROL
 OF RADIATION HAZARDS SHALL COMPLY WITH THE FOLLOWING
 DESIGN AND CONSTRUCTION STANDARDS AS DESCRIBED HEREIN.
 OTHER ADMINISTRATIVE AND PROGRAMMATIC PROVISIONS MAY
 APPLY. SEE DEPARTMENT OF HEALTH (DOH) RULE 64E-5,
 FLORIDA ADMINISTRATIVE CODE, AND CHAPTER 404, FLORIDA
 STATUTES.
  
 13D)FBC-B 465.5.1 SHIELDING. EACH X-RAY FACILITY SHALL
 HAVE PRIMARY AND SECONDARY PROTECTIVE BARRIERS AS
 NEEDED TO ASSURE THAT AN INDIVIDUAL WILL NOT RECEIVE A
 RADIATION DOSE IN EXCESS OF THE LIMITS SPECIFIED IN
 PART III OF CHAPTER 64E-5, FLORIDA ADMINISTRATIVE CODE.
 465.5.1.1. STRUCTURAL SHIELDING IN WALLS AND OTHER
 VERTICAL BARRIERS REQUIRED FOR PERSONNEL PROTECTION
 SHALL EXTEND WITHOUT BREACH FROM THE FLOOR TO A HEIGHT
 OF AT LEAST 7 FEET (2.1 M).
  
 13E) FBC-B 465.5.1.2 DOORS, DOOR FRAMES, WINDOWS AND
 WINDOW FRAMES SHALL HAVE THE SAME LEAD EQUIVALENT
 SHIELDING AS THAT REQUIRED IN THE WALL OR OTHER BARRIER
 IN WHICH THEY ARE INSTALLED.
  
 13F) FBC-B 465.5.1.3. PRIOR TO CONSTRUCTION, THE FLOOR
 PLANS AND EQUIPMENT ARRANGEMENT OF ALL NEW
 INSTALLATIONS, OR MODIFICATIONS OF EXISTING
 INSTALLATIONS, UTILIZING X-RAY ENERGIES OF 200 KEV AND
 ABOVE FOR DIAGNOSTIC OR THERAPEUTIC PURPOSES SHALL BE
 SUBMITTED TO THE DEPARTMENT OF HEALTH FOR REVIEW AND
 APPROVAL. IN COMPUTATION OF PROTECTIVE BARRIER
 REQUIREMENTS, THE MAXIMUM ANTICIPATED WORKLOAD, USE
 FACTORS, OCCUPANCY FACTORS AND THE POTENTIAL FOR
 RADIATION EXPOSURE FROM OTHER SOURCES SHALL BE TAKEN
 INTO CONSIDERATION.
  
 13G) FBC-B 465.5.1.3.1. THE PLANS SHALL SHOW, AS A
 MINIMUM, THE FOLLOWING:
  
 13G) (1) FBC-B. 465.5.1.3.1.1. THE NORMAL LOCATION OF
 THE X-RAY SYSTEM?S RADIATION PORT; THE PORT?S TRAVEL
 AND TRAVERSE LIMITS; GENERAL DIRECTION OF THE USEFUL
 BEAM; LOCATIONS OF ANY WINDOWS AND DOORS; THE LOCATION
 OF THE OPERATOR?S BOOTH; AND THE LOCATION OF THE XRAY
 CONTROL PANEL.
  
  
 13G)(2) FBC-B 465.5.1.3.1.2. THE STRUCTURAL COMPOSITION
 AND THICKNESS OR LEAD EQUIVALENT OF ALL WALLS, DOORS,
 PARTITIONS, FLOOR AND CEILING OF THE ROOM CONCERNED.
  
 13G)(2)COMPLIED. FBC-B 465.5.1.3.1.3 THE DIMENSIONS OF
 THE ROOM CONCERNED.
  
 13G)(3) FBC-B 465.5.1.3.1.4. THE TYPE OF OCCUPANCY OF
 ALL ADJACENT AREAS INCLUSIVE OF SPACE ABOVE AND BELOW
 THE ROOM CONCERNED. IF THERE IS AN EXTERIOR WALL, THE
 DISTANCE TO THE CLOSEST AREA WHERE IT IS LIKELY THAT
 INDIVIDUALS MAY BE PRESENT.
  
 13G)(4) FBC-B 465.5.1.3.1.5. THE MAKE AND MODEL OF THE
 X-RAY EQUIPMENT AND THE MAXIMUM TECHNIQUE FACTORS.
  
 13G)(5) FBC-B 465.5.1.3.1.6. THE TYPE OF EXAMINATIONS
 OR TREATMENTS WHICH WILL BE PERFORMED WITH THE
 EQUIPMENT.
  
 13H) ROOM 344 IS INDICATED AS THE ACCESSIBLE DRESSING
 ROOM. PLEASE INDICATE HOW COMPLIANCE WITH EITHER A BACK
 SUPPORT (ACCESS. CODE 903.4) OR ATTACHMENT TO THE WALL
 IN COMPLIANCE WITH ACCESSIBILITY CODE 903.6 STRUCTURAL
 STRENGTH. ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR
 MATERIALS USED WHEN A VERTICAL OR HORIZONTAL FORCE OF
 250 POUNDS (1112 N) IS APPLIED AT ANY POINT ON THE
 SEAT, FASTENER, MOUNTING DEVICE, OR SUPPORTING
 STRUCTURE.
  
 13I) NEW COMMENT. TUES. NOV. 20/18. FOR X-RAY EQUIPMENT
 INSTALLATION DRAWINGS THEY WILL NEED TO BE REVIEWED BY
 THE ARCHITECT OF RECORD AND THEIR SHOP DRAWING STAMP OF
 APPROVAL APPLIED, EITHER REVIEWED OR REVIEWED WITH
 NOTES. FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE
 FOR SUPERVISING AND REVIEWING ALL PROJECT DATA,
 REPORTS, SHOP DRAWINGS ETC... THIS MAY ALSO BE A
 DEFERRED SUBMITTAL (AFTER PERMIT ISSUANCE).
  
 TUES. NOV. 20/18.
  
 14) 060-A-004 LIFE SAFETY PLAN & 066-A-104 FOURTH FLOOR
 PLAN:
  
 14A) ROOM 434 PATIENT TOILET DOOR SWINGS OUT INTO THE
 CORRIDOR, PLEASE SHOW COMPLIANCE WITH 2017 FBC-B
 451.3.4.1. NO DOORS SHALL SWING INTO THE CORRIDOR
 EXCEPT THOSE TO SMALL CLOSETS OR SMALL MECHANICAL OR
 ELECTRICAL ROOMS THAT CANNOT BE USEFULLY OCCUPIED WITH
 THE DOORS IN THE CLOSED POSITION.
  
 14B) SHEET 006-A-104. PLEASE EXPLAIN WHAT THE RED LINES
 REPRESENT, THE LEGEND ATOP THIS SHEET DOES NOT HAVE
 THIS AS AN EXAMPLE OF WHAT IS TO BE REPRESENTED?
 107.2.2.1. ADDITIONAL INFORMATION IS REQUIRED. THE LIFE
 SAFETY SHEET DEPICTS THE WALL AS A 1 HOUR SMOKE
 BARRIER. SHEET A-104 SHOWS THE RED LINE CROSSING AT
 DOOR 439 WHEREAS SHEET A-004 INDICATES THE 1 HOUR SMOKE
 BARRIER CONTINUING THROUGH DOOR 438-A, IS THIS A
 DISCREPANCY? 107.2.2.1. ADDITIONAL INFORMATION IS
 REQUIRED.
  
 14C) SHEET 066-A-104 THE 4TH FLOOR PLAN HAS TO DOORS
 WITH RED LINES, 415B & 460 IT WOULD APPEAR THIS MAYBE
 THE DESIGNATION FOR THE 1 HOUR SMOKE COMPARTMENT FOR
 THE SURGICAL SUITE BUT THE WALL TYPE FIRE RATINGS AND
 OPENING PROTECTIVES DOES NOT AGREE WITH SHEET 060-A-004
 4TH FLOOR LIFE SAFETY PLAN. IT WOULD APPEAR THERE IS A
 DISCREPANCY IN THE PLANS AND ALSO THE PARTITION PLAN
 119-A-600. 107.2.2.1 ADDITIONAL INFORMATION REQUIRED,
 DISCREPANCY IN PLANS.
  
 14D) THE OPERATING ROOMS HAVE NO DESIGNATION AS TO THE
 USE OF THE OPERATING ROOMS THE PROCEDURES TO OCCUR.
 PLEASE USE THE OPERATING ROOM DEFINITION FOUND IN THE
 GUIDELINES FOR DESIGN AND CONSTRUCTION OF HEALTH CARE
 FACILITIES FOR AMBULATORY OPERATING ROOMS SEE
 A3.7-3.3.1.2. 2017 FBC-B 451.2.2.
  
 14E) PLEASE EXPLAIN WHY ON THE LIFE SAFETY SHEET 004
 THE SHELL OPERATING ROOMS ARE 1 HOUR FIRE RATED WITH 45
 MINUTE OPENING PROTECTIVES WHEREAS THE OPERATING ROOMS
 1& 2 ARE NON-RATED WALLS WITH. 107.2.2.1 ADDITIONAL
 INFORMATION REQUIRED.
  
 14F) ROOM 456 THE STERILE EQUIPMENT ROOM IS SHOWN WITH
 A 1 HOUR RATED ENTRY WALL BUT THE DOOR456 IS NOT RATED
 ON THE DOOR SCHEDULE120-A-611. PLEASE REVIEW 2017 FBC-B
 TABLE 716.5 OPENING PROTECTIVES.
  
 15) 070-A-108 ROOF PLAN:
  
 15A) PLEASE NOTE THIS ROOF TOP PLAN DOES NOT SHOW ROOF
 TOP ACCESS. DETAIL PLAN 131-A-804 STAIR 04 DETAILS 06
 AND 07 DO NOT STOP AT THE ROOF TOP FOR ACCESS TO THE
 ROOF. PLEASE REVIEW 2017 FBC-B 1011.12 STAIRWAY TO THE
 ROOF.
  
 15B) ROOF TOP DRAINAGE, THIS PLAN DOES NOT SHOW
 COMPLIANCE WITH 1503.4 OF THE FBC-B. ROOF DRAINAGE
 SHALL SHOW COMPLIANCE WITH CHAPTER 11 OF THE
 FBC-PLUMING CODE FOR ROOF DRAINAGE. SHEET P-205 ALSO
 MISSING ROOF DRAINAGE INFO.
  
 15B)(1)2017 FBC-P. 1106.1. THE SIZE OF THE VERTICAL
 CONDUCTORS AND LEADERS, BUILDING STORM DRAINS, BUILDING
 STORM SEWERS AND ANY HORIZONTAL BRANCHES OF SUCH DRAINS
 OR SEWERS SHALL BE BASED ON THE 100-YEAR HOURLY
 RAINFALL RATE INDICATED IN FIGURE 1106.1 OR ON OTHER
 RAINFALL RATES DETERMINED FROM APPROVED LOCAL WEATHER
 DATA.
  
 15B)(2) 2017 FBC-P 1106.3 VERTICAL LEADER SIZING.
 VERTICAL LEADERS SHALL BE SIZED BASED ON THE FLOW RATE
 FROM HORIZONTAL GUTTERS OR THE MAXIMUM FLOW RATE
 THROUGH ROOF DRAINS. THE FLOW RATE THROUGH VERTICAL
 LEADERS SHALL NOT EXCEED THAT SPECIFIED IN TABLE
 1106.3.
  
 15B)(3) 2017 FBC-P 1106.4 VERTICAL WALLS. IN SIZING
 ROOF DRAINS AND STORM DRAINAGE PIPING, ONE-HALF OF THE
 AREA OF ANY VERTICAL WALL THAT DIVERTS RAINWATER TO THE
 ROOF SHALL BE ADDED TO THE PROJECTED ROOF AREA FOR
 INCLUSION IN CALCULATING THE REQUIRED SIZE OF VERTICAL
 CONDUCTORS, LEADERS AND HORIZONTAL STORM DRAINAGE
 PIPING.
  
 16) 071-A-201, 072-A-202 & 073-A-203 EXTERIOR
 ELEVATIONS:
  
 16A) THE PLANS INDICATE THE USE OF ALUMINUM COMPOSITE
 PANEL SYSTEMS. PLEASE SHOW COMPLIANCE WITH 2017 FBC-B
 1407.2 EXTERIOR WALL FINISH. MCM USED AS EXTERIOR WALL
 FINISH OR AS ELEMENTS OF BALCONIES AND SIMILAR
 PROJECTIONS AND BAY AND ORIEL WINDOWS TO PROVIDE
 CLADDING OR WEATHER RESISTANCE SHALL COMPLY WITH
 SECTIONS 1407.4 THROUGH 1407.14.
  
 16B) THE PLANS INDICATE THE USE OF ALUMINUM WALL PANEL
 SYSTEM AS AN EXTERIOR WALL SYSTEM. THE SHEET 071-A-201
 SHOWS THE UPRIGHTS AT 12 FOOT CENTERS, WHILE THE
 STRUCTURAL SHEET 029-S-151 SHOW THE UPRIGHTS AT 13 FOOT
 8 INCHES, DISCREPANCY IN PLANS. 107.2.2.1. ADDITIONAL
 INFORMATION IS REQUIRED.
  
 16C) NEITHER THE ROOF TOP PLAN NOR THE ELEVATION PLANS
 NOR EXTERIOR WALL SECTION PLAN 079-A-300 INDICATE HOW
 CODE COMPLIANCE WILL BE ACHIEVED FOR:
  
 16C)(1) 2017 FBC-B 1607.9.3 ELEMENTS SUPPORTING HOISTS
 FOR FA?ADE ACCESS EQUIPMENT. IN ADDITION TO ANY OTHER
 APPLICABLE LIVE LOADS, STRUCTURAL ELEMENTS THAT SUPPORT
 HOISTS FOR FA?ADE ACCESS EQUIPMENT SHALL BE DESIGNED
 FOR A LIVE LOAD CONSISTING OF THE LARGER OF THE RATED
 LOAD OF THE HOIST TIMES 2.5 AND THE STALL LOAD OF THE
 HOIST.
  
 16C)(2) 1607.9.4 LIFELINE ANCHORAGES FOR FA?ADE ACCESS
 EQUIPMENT. IN ADDITION TO ANY OTHER APPLICABLE LIVE
 LOADS, LIFELINE ANCHORAGES AND STRUCTURAL ELEMENTS THAT
 SUPPORT LIFELINE ANCHORAGES SHALL BE DESIGNED FOR A
 LIVE LOAD OF AT LEAST 3,100 POUNDS FOR EACH ATTACHED
 LIFELINE, IN EVERY DIRECTION THAT A FALL ARREST LOAD
 MAY BE APPLIED.
  
 HOW WILL CODE COMPLIANCE BE ACHIEVED WITH THE ALUMINUM
 SHADE SYSTEM OVER THE CURTAIN WALL SYSTEM, WHERE WILL
 THE ANCHORS BE ANCHORED, WALLS OR ROOF LINE?
  
 16D) PLEASE PROVIDE ENGINEERING FOR THE ALUMINUM
 SUNSHADE SYSTEM FOR THE 170 VASD WIND DESIGN. 2017
 FBC-B 1603.1.4 WIND DESIGN DATA. THIS MAYBE A DEFERRED
 SUBMITTAL PER 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.
  
 17) 127-A-801 STAIRWELL 501 DETAIL 05 STAIR 01, ON
 LEVEL 1 AND LEVEL 4 THERE APPEARS TO BE PIPES WITHIN
 THE STAIRWELL. PLEASE SHOW COMPLIANCE WITH 2017 FBC-B
 1023.5 PENETRATIONS.
 18) 129-A802B STAIR02 SECTION 03 IT APPEARS THERE IS A
 VERTICAL PIPE ON THE 3RD LEVEL OF THE STAIRWELL. PLEASE
 SHOW COMPLIANCE WITH 2017 FBC-B 1023.5 PENETRATIONS.
 19) SHEET 011-S-002:
 19A) A. WIND DESIGN DATA IS GIVEN BUT THERE IS NO MEAN
 ROOF HEIGHT GIVEN. FBC-B TABLE 1609.7(2) ADJUSTMENT
 FACTORS FOR HEIGHT & EXPOSURE. PROVIDE THE MEAN ROOF
 HEIGHT FOR THE BUILDING.
 19B) COMPONENTS AND CLADDING PLEASE PROVIDE A CHART FOR
 COMPONENTS AND CLADDING IN EFFECTIVE WIND AREA, 10 FT.,
 20 FT., 50 FT., & 100 FT. FOR BOTH VULT AND VASD FOR
 ALL ROOFING ZONES AS WELL AS WALL ZONES 4 & 5. ALL
 PRODUCT APPROVALS ARE LISTED IN VASD. 2017 FBC-B
 1609.3.1 WIND SPEED CONVERSION VULT TO VASD.
 20A) 2017 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT
 OF COMMUNITY AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005,
 RULE 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS
 OR CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS:
 (31)(A) EXTERIOR DOORS ,MULLIONS & ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP
 VENTILATORS
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) PRE-ENGINEERED A/C STANDS.
 20B) 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.
 20C) 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..
  
 20D) DELEGATED ENGINEERING. 61G15-30.003 ENGINEERING
 DOCUMENT CLASSIFICATION. FL 61G-15-30.006 (3) THE
 DELEGATED ENGINEER SHALL FORWARD THE DELEGATED
 ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR
 REVIEW.
  
 20E) 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.
 20F) 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.
 20G) 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.
 21) A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW
 COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE
 THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR
 PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION.
 A THOROUGH REVIEW OF THE PLANS COULD NOT HAPPEN SINCE
 THERE WAS A GREAT DEFICIENCY IN PLANS AND REQUIRED
 DOCUMENTATION. WITH THE NEXT PLAN REVIEW CYCLE THERE
 MAYBE ADDITIONAL REVIEW COMMENTS BECAUSE OF NEW PLANS
 AND INFORMATION LACKING UNDER THE PRIOR REVIEW.
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT
 401 CLEMATIS ST. WEST PALM BEACH. FL 33402
 TEL: 561-805-6717
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  


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