Plan Review Notes
Plan Review Notes For Permit 15111020
Permit Number 15111020
Review Stop B
Sequence Number 1
Notes
Date Text
2016-02-01 10:44:07BUILDING PLAN REVIEW
 W. P. B. PERMIT: 15111020
 ADD: 1100 S. FLAGLER DR.
 CONT: SUFFOLK CONSTRUCTION CO.
 TEL: 561-832-1616
 E-MAIL: [email protected] / ED HANRATTY
  
 2010 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
  
 1ST REVIEW
 DATE: MON. FEB. 01/2016
 ACTION: DENIED
  
 NOTE: THIS REVIEW IS GOING TO BE COMPLETED AS A MIXED
 USE BUILDING, AND THE REQUIREMENTS FOR THE FOUNDATION
 PERMIT WILL BE MET AND THE ISSUANCE OF THE FOUNDATION
 PERMIT WILL BE FORTH COMING. PLEASE NOTE SOME COMMENTS
 MAY APPEAR AS WAS IN THE FOUNDATION PERMIT.
 2010 FBC-B 1612.4 DESIGN & CONSTRUCTION SHALL BE IN
 ACCORDANCE WITH ASCE 24-05.
 ASCE 24-05 TABLE 6-1 MINIMUM ELEVATION OF
 FLOODPROOFING, RELATIVE TO THE BASE FLOOD (BFE) OR
 DESIGN FLOOD ELEVATION (DFE)- OUTSIDE OF HIGH RISK
 FLOOD HAZARD AREAS. STRUCTURE CATEGORY- II (FOOTNOTE)
 C. (C) DRY FLOODPROOFING OF RESIDENTIAL BUILDINGS AND
 RESIDENTIAL PORTIONS OF MIXED USE BUILDINGS SHALL NOT
 BE PERMITTED.
  
 1) SHEET 078-A2-0P2 PARKING 2 (LOWER LEVEL) :
 1A) PLEASE SEE NOTE ABOVE THE LOWER LEVEL OF THE
 PARKING GARAGE CANNOT BE USED FOR THE PARKING OF
 RESIDENTIAL VEHICLES OR STORAGE FOR THE RESIDENTS OF
 THE BUILDING. THE PLANS INDICATE 9 PRIVATE PARKING
 GARAGES AND VARIOUS AREAS THROUGHOUT THE LOWER PARKING
 AREA THAT INDICATE RESIDENT STORAGE.
 2010 FBC-B 1612.4 DESIGN & CONSTRUCTION SHALL BE IN
 ACCORDANCE WITH ASCE 24-05. ASCE 24-05 TABLE 6-1.
 (FOOTNOTE) C. ( C ) DRY FLOODPROOFING OF RESIDENTIAL
 BUILDINGS AND RESIDENTIAL PORTIONS OF MIXED USE
 BUILDINGS SHALL NOT BE PERMITTED.
  
 1B) ELEVATOR # 9 IS NOT IDENTIFIED ON SHEET 012-LS-P1/
 P2. SHEET 176-A5.15 DOES NOT INDICATE IF THIS ELEVATOR
 IS A HYDRAULIC ELEVATOR? PLEASE IF THE ELEVATOR IS
 HYDRAULIC SHOW COMPLIANCE WITH 2010 FBC-B 3011. (1-4).
 IF THIS ELEVATOR IS HYDRAULIC IN WILL THE SUMP PUMP BE
 TIED INTO THE EMERGENCY ELECTRICAL PANEL TO KEEP DAMAGE
 TO THE HYDRAULIC SYSTEM AND CAB A MINIMUM. FEMA
 BULLETIN 4-93.
  
 1C) ELEVATOR # 9 PLEASE IDENTIFY WHERE THE MACHINE ROOM
 FOR ELEVATOR # 9 IS LOCATED? PLEASE SHOW COMPLIANCE
 WITH 2010 FBC-B 3006.4. 1 HOUR FIRE RATING.
  
 1D) THE OTHER ISSUE WITH ALL OF THE OTHER ELEVATORS
 THAT TRAVEL TO THE LOWER P2 PARKING LEVEL DEALS WITH
 THE FEMA TECHNICAL BULLETIN 4-93. FEMA REGULATION
 60.3(A)(3) IF A PROPOSED BUILDING SITE WILL BE
 REASONABLY SAFE FROM FLOODING. IF A PROPOSED BUILDING
 SITE IS IN A FLOOD PRONE AREA, ALL NEW CONSTRUCTION AND
 SUBSTANTIAL IMPROVEMENTS SHALL? BE CONSTRUCTED WITH
 MATERIALS RESISTANT TO FLOOD DAMAGE,(III) BE
 CONSTRUCTED BY METHODS AND PRACTICES THAT MINIMIZE
 FLOOD DAMAGES, AND (IV) BE CONSTRUCTED WITH
 ELECTRICAL... EQUIPMENT AND OTHER SERVICES FACILITIES
 THAT ARE DESIGNED AND / OR LOCATED SO AS TO PREVENT
 WATER DAMAGE FROM ENTERING OR ACCUMULATING WITHIN THE
 COMPONENTS DURING CONDITIONS OF FLOODING.
 TO KEEP THE ELEVATOR CABS FROM HAVING SUBSTANTIAL
 DAMAGE FROM FLOODWATERS, IS THERE A INTERLOCKING
 CONTROL OR FLOAT SWITCH THAT WHEN ACTIVATED WILL KEEP
 THE CAB FROM DESCENDING INTO THE FLOODWATERS.
 THE OTHER QUESTION, IS NORMALLY WITH LOSS OF POWER THE
 ELEVATOR CABS DESCEND TO THE LOWEST LEVEL , WILL THE
 INTERLOCK AND OR FLOAT SWITCH ALLOW THE OVERRIDE?
 DURING TIMES OF FLOOD THIS WILL ENABLE ACCESSIBILITY TO
 THE LOWER PARKING GARAGE UNLESS THE OCCUPANT TRAVELS
 DOWN THE STAIRS.
  
 1E) DOORS P202/ ELEV. LOBBY 1, DOOR P203/ ELEV. LOBBY
 2, DOOR P205 ELEV. LOBBY 3/ DOOR P206/ ELEV. LOBBY #4,
 ON THE DOOR SCHEDULE SHEET 332-A8-11 DO NOT INDICATE A
 FIRE RATING, PLEASE SEE 2010 FBC-B 708.14.1 REQUIRING A
 FIRE PARTITION AS IN 709 OR ONE OF THE EXCEPTIONS.
  
 1F) STAIR # 1 IS MISSING THE STAND PIPE IN THE
 STAIRWELL. 2010 FBC-B 905.3. REQUIRED INSTALLATION.
 ALSO NOT SHOWN ON 177-A5-21.
  
 1G) THE BUILDING CORES CONTAINING STAIRWELLS 1 & 2 AND
 3 & 4 DO NOT HAVE WALL IDENTIFICATION TAGS AS THE WALLS
 SURROUNDING THE PERIMETER OF THE BUILDING. SHEET
 012-A0-31 THE LIFE SAFETY SHEET FOR THE PARKING GARAGES
 INDICATES FIRE RATED WALLS. 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED.
  
 1H) THE EAST WALL OF THE FPL VAULT DOES NOT INDICATE A
 WALL TAG. THE FLOOR ELEVATION IS INDICATED AT ELEVATION
 6?-0? THIS WALL WILL STILL BE ON THIS LEVEL. 107.2.1.3
 ADDITIONAL INFORMATION IS REQUIRED, WALL NOT IDENTIFIED
 AS TO TYPE.
  
 2) SHEET 079-A2-0P1 (PARKING LEVEL 1 UPPER LEVEL):
 2A) ROOM # P123, THE FPL VAULT INDICATES AN EXTERIOR
 PAIR OF DOORS P123B AS THE ONLY DOORS. THE DOOR
 SCHEDULE INDICATES FOR THIS ROOM DOORS P123A AND P123B
 BOTH SETS OF DOORS ARE PAIRS OF DOORS. WHERE IS THE 2ND
 SET OF DOORS? 107.2.1.3 ADDITIONAL INFORMATION IS
 REQUIRED. MISSING DOOR LOCATION.
  
 2B) THE FPL VAULT DOORS SHOW ON THE HARDWARE SCHEDULE,
 HARDWARE TYPE 41. THERE ARE NO SHEETS IN THE INDEX THAT
 SHOW A HARDWARE SCHEDULE. PLEASE NOTE IF THE HARDWARE
 SCHEDULE IS IN A SPEC BOOK, WE DO NOT REVIEW SPEC
 BOOKS. PLEASE PROVIDE THE HARDWARE SCHEDULE. 2010 FBC-B
 1008.1.10 PANIC AND FIRE EXIT HARDWARE. ELECTRICAL
 ROOMS WITH EQUIPMENT RATED 1,200 AMPERES OR MORE AND
 OVER 6 FEET (1829 MM) WIDE THAT CONTAIN OVERCURRENT
 DEVICES, SWITCHING DEVICES OR CONTROL DEVICES WITH EXIT
 OR EXIT ACCESS DOORS SHALL BE EQUIPPED WITH PANIC
 HARDWARE OR FIRE EXIT HARDWARE. THE DOORS SHALL SWING
 IN THE DIRECTION OF EGRESS TRAVEL.
  
 2C) THE DOOR SCHEDULE SHEET 331-A8-11 DOOR # UNDER THE
 HEADING OF NOTES INDICATES EXTERIOR DOOR WITH FLOOD
 BARRIER. PLEASE PROVIDE WHAT STEPS ARE GOING TO TAKE
 PLACE FOR A FLOOD BARRIER FOR THIS DOOR. THIS CONDITION
 WILL NEED TO BE PART OF THE FLOOD EMERGENCY OPERATION
 PLAN, INSPECTION AND MAINTENANCE PLAN AND MINIMUM
 ENGINEERING CONSIDERATIONS (2) SEE FEMA?S TECHNICAL
 BULLETIN 3-93 NON-RESIDENTIAL FLOODPROOFING-
 REQUIREMENTS AND CERTIFICATION.
  
 2D) THE MAIN ELECTRIC ROOM P124 DOES INDICATE 2 DOORS
 BUT ONE DOOR HAS DIFFERENT HARDWARE THAN THE FPL VAULT
 AND THE OTHER DOOR OF THE ELECTRICAL ROOM. HARDWARE
 TYPE 44 THE OTHER DOORS HAVE A HARDWARE TYPE 41. THERE
 IS NO HARDWARE SCHEDULE TO IDENTIFY THE TYPES OF
 HARDWARE. PLEASE PROVIDE CODE COMPLIANCE WITH 2010
 FBC-B B 1008.1.10 PANIC AND FIRE EXIT HARDWARE.
 ELECTRICAL ROOMS WITH EQUIPMENT RATED 1,200 AMPERES OR
 MORE AND OVER 6 FEET (1829 MM) WIDE THAT CONTAIN
 OVERCURRENT DEVICES, SWITCHING DEVICES OR CONTROL
 DEVICES WITH EXIT OR EXIT ACCESS DOORS SHALL BE
 EQUIPPED WITH PANIC HARDWARE OR FIRE EXIT HARDWARE. THE
 DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL.
  
 2E) THIS LEVEL SHOWS STACKED PARKING, PLEASE PROVIDE
 DETAILS FOR THIS TYPE OF LIFT. HOW THE LIFT WILL
 OPERATE, MANUFACTURERS SPEC, ANCHORAGE FOR LIFT, IS
 THERE A VALET THAT PUTS THE CARS ON THE LIFT, ETC?
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 2F) THE SOUTH CORE PLAN SHOWS A WALL IDENTIFICATION TAG
 # 76 AS A 6 INCH CMU NON-BEARING WALL WITH A 2 HOUR
 FIRE RATING. PLEASE SHOW HOW A 2 HOUR FIRE RESISTANCE
 RATING WILL BE ACHIEVED. 2010 FBC-B TABLE 721.3.2.
 PLEASE PROVIDE FROM THE BLOCK MANUFACTURERS EQUIVALENT
 THICKNESS IN COMPLIANCE.
  
 2G) TRASH ROOM P114 IS MISSING THE DOOR IDENTIFICATION
 TAG AND OPENING PROTECTIVE FIRE RATING. 2010 FBC-B
 TABLE 715.4.
  
 3) SHEET 013-A)-32 & 080-A2-01 LEVEL 1 (LOBBY) :
 3A) STAIR # 1 VERSUS THE FIRE EXIT CORRIDOR. THE STAIR
 EXIT CORRIDOR IS ACTUALLY AN EXIT PASSAGE WAY, WHICH
 REQUIRES THE EXIT ENCLOSURE TO BE SEPARATED FROM THE
 EXIT PASSAGEWAY BY A FIRE BARRIER. A FIRE DOOR ASSEMBLY
 COMPLYING WITH SECTION 715.4/ TABLE 715.4 (1 ? HR.
 PROTECTIVE) SHALL BE INSTALLED IN THE FIRE BARRIER TO
 PROVIDE A MEANS OF EGRESS FROM THE EXIT ENCLOSURE TO
 THE EXIT PASSAGE WAY. SEE 2010 FBC-B 1022.1.
  
 3B) PLEASE SEE THE STAIR # 1 WITH THE NEW 1 ? HR.
 OPENING PROTECTIVE ON THE VERTICAL EXIT SEPARATING THE
 VERTICAL EXIT FROM THE EXIT PASSAGEWAY WILL NEED THE
 PLANS REVISED BECAUSE THE 2 DOORWAYS THAT SWING INTO
 THE EXIT PASSAGE WAY WILL CREATE A BOTTLENECK AND BLOCK
 ONE OF THE DOORS THAT SWING INTO THE EXIT PASSAGEWAY.
 2010 FBC-B 1003.3 PROTRUDING OBJECTS.
  
 3C) PLEASE BE AWARE OF FBC-B 1023.6. PENETRATIONS.
 PENETRATIONS INTO AND OPENINGS THROUGH AN EXIT
 PASSAGEWAY ARE PROHIBITED EXCEPT FOR REQUIRED EXIT
 DOORS, EQUIPMENT AND DUCTWORK NECESSARY FOR INDEPENDENT
 PRESSURIZATION, SPRINKLER PIPING, STANDPIPES,
 ELECTRICAL RACEWAY FOR FIRE DEPARTMENT COMMUNICATION
 AND ELECTRICAL RACEWAY SERVING THE EXIT PASSAGEWAY AND
 TERMINATING AT A STEEL BOX NOT EXCEEDING 16 SQUARE
 INCHES.
  
 3D) STAIR # 1 IS MISSING THE REQUIRED STANDPIPE 2010
 FBC-B 905.3.1. THIS STATEMENT WILL STAND FOR ALL
 FLOORS.
  
 3E) PLEASE BE AWARE THAT THE DOORS ARE NOT IDENTIFIED
 ON THIS SHEET, NOR ARE THEY IDENTIFIED ON SHEET
 166-A5-01. 107.2.1.3 ADDITIONAL INFORMATION IS
 REQUIRED.
  
 3F) PLEASE BE AWARE THAT THE WALL IDENTIFICATION TAGS
 ON THIS SHEET ARE MISSING AS WELL AS ON SHEET
 166-A5-01. 107.2.1.3 ADDITIONAL INFORMATION IS
 REQUIRED.
  
 3G) GUEST ROOM CORRIDOR 102 SHOWS THE WALLS TO BE A
 MINIMUM OF A 1 HOUR FIRE RATING WITH THE EXCEPTION OF
 THE ELEVATOR OPENING? PLEASE PROVIDE COMPLIANCE WITH
 2010 FBC-B TABLE 1018.1.
  
 3H) THE CORRIDOR 102 FOR THE GUEST SUITES REQUIRES THE
 1 HOUR RATING, THE 2010 FBC-B 1018.6 CORRIDOR
 CONTINUITY. FIRE-RESISTANCE-RATED CORRIDORS SHALL BE
 CONTINUOUS FROM THE POINT OF ENTRY TO AN EXIT, AND
 SHALL NOT BE INTERRUPTED BY INTERVENING ROOMS.
 EXCEPTION: FOYERS, LOBBIES OR RECEPTION ROOMS
 CONSTRUCTED AS REQUIRED FOR CORRIDORS SHALL NOT BE
 CONSTRUED AS INTERVENING ROOMS.
 PLEASE NOTE THE 1 HOUR FIRE RATING WAS NOT CONTINUED TO
 THE EXIT DOORWAY, LOBBY DOORS.
  
 3I) STAIR TOWER # 4 IS MISSING THE REQUIRED FIRE DOOR
 BETWEEN THE VERTICAL EXIT AND THE EXIT PASSAGE WAY.
 2010 FBC-B. A FIRE DOOR ASSEMBLY COMPLYING WITH SECTION
 715.4/ TABLE 715.4 (1 ? HR. PROTECTIVE) SHALL BE
 INSTALLED IN THE FIRE BARRIER TO PROVIDE A MEANS OF
 EGRESS FROM THE EXIT ENCLOSURE TO THE EXIT PASSAGE WAY.
 SEE 2010 FBC-B 1022.1.
  
 3J) ROOM 143 THERE IS WHAT APPEARS TO BE A 2 HOUR RATED
 SHAFT ENCLOSURE NEXT TO A COLUMN WITH ONE END OF THE
 SHAT ENCLOSURE NOT RATED. 2010 FBC-B 708.4. 2 HOUR
 SHAFT ENCLOSURE REQUIRED.
  
 3K) PLEASE REVIEW THE (2) PAIR OF DOUBLE DOORS IN
 CORRIDOR 114 AND THE BEAUTY SALON 143. THERE IS LESS
 THAN 4 FEET BETWEEN DOORS. FAIR HOUSING ANSI A117-1998
 SECTION. 404.2.6 DOORS IN SERIES.
  
 3L) THE 1ST LEVEL SHEET 080-A2-01/ 013-A)-32 LIFE
 SAFETY AND 2ND LEVEL SHEET 081-A2-02/ 014-A0-33 LIFE
 SAFETY 2ND LEVEL. THESE SHEETS DEPICT A 2 STORY ATRIUM.
 WHAT THE LIFE SAFETY SHEETS FAIL TO PROVIDE IS THE 1
 HOUR FIRE BARRIER (2010 FBC-B 404.6) CONSTRUCTED IN
 ACCORDANCE WITH SECTION 707. THE PLANS DO NOT SHOW A
 CUT SECTION WHERE ONE OF THE EXCEPTIONS WAS TAKEN. ONE
 HOUR FIRE RATED WALLS WOULD BE REQUIRED WITH ANY SPACE
 THAT COMMUNICATED WITH THE ATRIUM AND OPENING
 PROTECTIVE IN COMPLIANCE WITH 2010 FBC-B TABLE 715.4.
 SMOKE CONTROL IS NOT REQUIRED SINCE THIS IS A 2 STORY
 ATRIUM.
  
 3M) ATRIUM. PLEASE SHOW HOW CODE COMPLIANCE WITH
 SECTION OF THE 2010 FBC-B 404.8 INTERIOR FINISHES. THE
 INTERIOR FINISHES OF WALLS AND CEILINGS OF THE ATRIUM
 SHALL NOT BE LESS THAN CLASS B WITH NO REDUCTIONS IN
 CLASS FOR SPRINKLER PROTECTION.
  
 3N) BOTH ELEVATOR 7 & 9 BOTH ARE MISSING THE ELEVATOR
 LOBBY OR ONE OF THE EXCEPTIONS FOR ELEVATORS IN A
 HIGH-RISE BUILDING. 2010 FBC-B 708.14.1 AND OR
 EXCEPTIONS. PLEASE REVIEW BOAF (BUILDING OFFICIALS
 INFORMAL INTERPRETATION 3762.
 DATE: TUE JUN 28 2005
 REPORT #: 3762
 CODE: BUILDING
 SECTION: 412.6
 QUESTION:
 IS IT THE INTENT OF SECTION 412.6 TO REQUIRE THE
 ELEVATOR LOBBIES FOR ALL ELEVATORS WITHIN A HIGH-RISE
 BUILDING? ARE ELEVATORS THAT DO NOT SERVE THE HIGH-RISE
 PORTION OF THE BUILDING EXEMPT FROM THE ELEVATOR
 LOBBY REQUIREMENTS?
 ANSWER:
 YES. ELEVATOR LOBBIES ARE REQUIRED FOR LOW-RISE
 PORTIONS OF HIGH-RISE BUILDINGS. ELEVATOR LOBBIES SERVE
 AS
 A STAGING AREA FOR EMERGENCY PERSONNEL DURING A FIRE
 EMERGENCY AND A COMPARATIVELY SMOKE-FREE SPACE
 FOR HANDLING OCCUPANTS NEEDING SPECIAL ASSISTANCE WITH
 EVACUATION.
 COMMENTARY:
 IT IS THE INTENT OF SECTION 412.6 TO, AMONG OTHER
 THINGS, (1)PREVENT MIGRATION OF HEAT AND HARMFUL
 PRODUCTS OF COMBUSTION THROUGH THE ELEVATOR HOISTWAY TO
 OTHER FLOORS IN HIGH-RISE BUILDINGS (2)PROVIDE
 PROTECTION FOR FIRE FIGHTER OPERATIONS IN THE EVENT THE
 ELEVATORS ARE USED FOR EMERGENCY RESPONSE IN A
 HIGH-RISE STRUCTURE (3)INHIBIT POTENTIAL EFFECTS OF THE
 ELEVATOR HOISTWAY ON THE PERFORMANCE OF HIGH-RISE SMOKE
 CONTROL SYSTEMS AND (4) ENHANCE LIFE SAFETY IN EXIT
 ACCESS CORRIDORS THAT REQUIRE OCCUPANTS TO TRAVERSE AN
 ELEVATOR LOBBY THAT SERVES AS PART OF THE EXIT ACCESS
 IN A HIGH-RISE BUILDING.
 NOTICE:
 THE BUILDING OFFICIALS ASSOCIATION OF FLORIDA, IN
 COOPERATION WITH THE FLORIDA BUILDING COMMISSION, THE
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS, ICC, AND
 INDUSTRY AND PROFESSIONAL EXPERTS OFFER THIS
 INTERPRETATION OF THE FLORIDA BUILDING CODE IN THE
 INTEREST OF CONSISTENCY IN THEIR APPLICATION STATEWIDE.
 THIS INTERPRETATION IS INFORMAL, NON-BINDING AND
 SUBJECT TO ACCEPTANCE AND APPROVAL BY THE LOCAL
 BUILDING OFFICIAL.
  
 3O) THE FIRE COMMAND CENTER MEETS THE 200 SQUARE FOOT
 REQUIREMENT BUT PLEASE PROVIDE A DETAILED LAYOUT OF THE
 FIRE COMMAND CENTER TO BE APPROVED BY FIRE PRIOR TO
 INSTALLATION. 2010 FBC-B 911.1.4.
 PLEASE REVIEW FBC-B 911.1.5 FOR REQUIRED FEATURES.
  
 3O)(1) PLEASE SHOW COMPLIANCE WITH 2010 FBC-B: 403.4.3
 EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM.
  
 3O)(2) PLEASE SHOW COMPLIANCE WITH 2010 FBC-B: 403.4.4
 EMERGENCY RESPONDER RADIO COVERAGE. AN EMERGENCY
 VOICE/ALARM COMMUNICATION SYSTEM SHALL BE PROVIDED IN
 ACCORDANCE WITH SECTION 907.5.2.2.
 EMERGENCY RESPONDER RADIO COVERAGE SHALL BE PROVIDED IN
 ACCORDANCE WITH THE FLORIDA FIRE PREVENTION CODE.
 SECTION 907.5.2.2.
  
 3O)(3) PLEASE SHOW COMPLIANCE WITH 2010: 403.5.3
 STAIRWAY DOOR OPERATION. STAIRWAY DOORS OTHER THAN THE
 EXIT DISCHARGE DOORS SHALL BE PERMITTED TO BE LOCKED
 FROM THE STAIRWAY SIDE. STAIRWAY DOORS THAT ARE LOCKED
 FROM THE STAIRWAY SIDE SHALL BE CAPABLE OF BEING
 UNLOCKED SIMULTANEOUSLY WITHOUT UNLATCHING UPON A
 SIGNAL FROM THE FIRE COMMAND CENTER.
  
 3O)(4) 403.5.3.1 STAIRWAY COMMUNICATION SYSTEM. A
 TELEPHONE OR OTHER TWO-WAY COMMUNICATIONS SYSTEM
 CONNECTED TO AN APPROVED CONSTANTLY ATTENDED STATION
 SHALL BE PROVIDED AT NOT LESS THAN EVERY FIFTH FLOOR IN
 EACH STAIRWAY WHERE THE DOORS TO THE STAIRWAY ARE
 LOCKED.
  
 3O)(5) 403.5.5 LUMINOUS EGRESS PATH MARKINGS. LUMINOUS
 EGRESS PATH MARKINGS SHALL BE PROVIDED IN ACCORDANCE
 WITH 2010 FBC-B SECTION 1024.
  
 3O)6) A CUT SECTION THROUGH THE BUILDING SHOWING WHICH
 STAIRWELLS SERVICE WHICH SUITES SINCE THE FLOORS WITH 3
 SUITES USE STAIRWELLS 2 & 3 SO FIRE FIGHTERS WILL KNOW
 WHICH STAIRWELLS AND FIREMEN?S ELEVATORS TO USE FOR
 FIREFIGHTING AND OR EMERGENCIES. 107.2.1.3 ADDITIONAL
 INFORMATION REQUIRED.
  
 3P) PLEASE PROVIDE WHERE COMPLIANCE WITH THE 2010 FBC-B
 SECTION 403.3.2 WATER SUPPLY TO REQUIRED FIRE PUMPS.
 REQUIRED FIRE PUMPS SHALL BE SUPPLIED BY CONNECTIONS TO
 A MINIMUM OF TWO WATER MAINS LOCATED IN DIFFERENT
 STREETS. SEPARATE SUPPLY PIPING SHALL BE PROVIDED
 BETWEEN EACH CONNECTION TO THE WATER MAIN AND THE
 PUMPS. EACH CONNECTION AND THE SUPPLY PIPING BETWEEN
 THE CONNECTION AND THE PUMPS SHALL BE SIZED TO SUPPLY
 THE FLOW AND PRESSURE REQUIRED FOR THE PUMPS TO
 OPERATE.
  
 EXCEPTION: TWO CONNECTIONS TO THE SAME MAIN SHALL BE
 PERMITTED PROVIDED THE MAIN IS VALVED SUCH THAT AN
 INTERRUPTION CAN BE ISOLATED SO THAT THE WATER SUPPLY
 WILL CONTINUE WITHOUT INTERRUPTION THROUGH AT LEAST ONE
 OF THE CONNECTIONS. TO BE APPROVED BY THE FIRE
 DEPARTMENT.
  
 3R) THE LAUNDRY ROOM WILL NEED TO MEET FAIR HOUSING, AT
 LEAST ONE OF EACH TYPE OF APPLIANCES PROVIDED IN EACH
 LAUNDRY AREA, EXPECT THAT LAUNDRY ROOMS SERVING COVERED
 MULTIPLE-FAMILY DWELLINGS WOULD NOT BE REQUIRED TO HAVE
 FRONT-LOADING WASHERS IN ORDER TO MEET THE REQUIREMENTS
 OF 100.205?(1). (WHERE FRONT LOADING WASHERS ARE NOT
 PROVIDED, MANAGEMENT WILL BE EXPECTED TO PROVIDE
 ASSISTANCE DEVICES ON REQUEST IF NECESSARY TO PERMIT A
 RESIDENT TO USE A TOP LOADING WASHER. ANSI
 A117.1SECTION 4.32.6. ALSO IF COIN OPERATED VENDING
 MACHINES ARE AVAILABLE ANSI A117.1 4.25 OPERATING
 MECHANISMS.
  
 3S) THE PLANS SHOW AT THE ENTRY LEVEL OF THE LOBBY A
 RECEPTION/ REGISTRATION DESK. PLEASE PROVIDE COMPLIANCE
 WITH FAIR HOUSING SPECIFICATION OF ANSI 4.31 ALSO SEE
 REACH RANGES.
  
 3T) THIS COMMENT WILL STAND FOR ALL FLOORS WITH
 MULTIPLE R2 DWELLING UNITS ON THE SAME FLOOR OR
 DWELLING UNITS ABOVE OR BELOW THE OCCUPIED UNIT. PLEASE
 PROVIDE TEST REPORTS SHOWING COMPLIANCE WITH:
  
 3T)(1) FBC-B 2014 1207.3 STRUCTURE-BORNE SOUND.
 FLOOR/CEILING ASSEMBLIES BETWEEN DWELLING UNITS OR
 BETWEEN A DWELLING UNIT AND A PUBLIC OR SERVICE AREA
 WITHIN THE STRUCTURE SHALL HAVE AN IMPACT INSULATION
 CLASS (IIC) RATING OF NOT LESS THAN 50 (45 IF FIELD
 TESTED) WHEN TESTED IN ACCORDANCE WITH ASTM E 492.
  
 3T)(2) FBC-B 2014 1207.2 AIR-BORNE SOUND.
 WALLS, PARTITIONS AND FLOOR/CEILING ASSEMBLIES
 SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM
 PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION
 CLASS (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED)
 FOR AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM
 E 90.
  
 3T)(3) FLAME SPREAD- FBC-B 2014 603.1. EXCEPTION 2.
 INSULATION INSTALLED BETWEEN A FINISHED FLOOR AND SOLID
 DECKING WITHOUT INTERVENING AIRSPACE SHALL BE ALLOWED
 TO HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 200.
  
 FLAME SPREAD INDEX. A COMPARATIVE MEASURE, EXPRESSED AS
 A DIMENSIONLESS NUMBER, DERIVED FROM VISUAL
 MEASUREMENTS OF THE SPREAD OF FLAME VERSUS TIME FOR A
 MATERIAL TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723.
  
 3U) THE STRUCTURAL SHEETS INDICATE THE THICKNESS OF THE
 FLOOR SLABS FOR THE MOST PART. I COULD NOT IDENTIFY THE
 THICKNESS OF THE FLOOR SLABS FOR SHEETS:
 0360-S2.01M
 361-S2.02 GUEST SUITES LEVELS 2 & 3
 S361-S2.02 LEVEL 2
 S362-S2.02A POOL DECK FRAMING
  
 LEVEL DECK 1 (LOBBY) IS 12 INCH DECK
 ALL OTHER DECKS ARE 10 INCH WITH EXCEPTION OF LEVEL 20
 WHICH IS ? OF DECK 14 INCHES DECK.
  
  
 4) SHEET 014-A0-33/ 082-A2-03: 2ND LEVEL GUEST SUITES.
  
 4A) THE PLANS INDICATE 3 FLOORS OF GUEST SUITES. THE
 TERM GUEST SUITES LEAD ONE TO BELIEVE THAT THE SUITES
 ARE FOR SHORT TERM USE. IT IS UNCLEAR IF THESE UNITS
 SHOULD BE REVIEWED UNDER FAIR HOUSING OR IF THEY SHOULD
 BE REVIEWED UNDER THE FLORIDA ACCESSIBILITY CODE OR
 BOTH. PLEASE SEE 2010 FBC-ACCESSIBILITY CODE
 DEFINITIONS: RESORT CONDOMINIUM. (SECTION 509.242,
 F.S.). A RESORT CONDOMINIUM IS ANY UNIT OR GROUP OF
 UNITS IN A CONDOMINIUM, COOPERATIVE, OR TIME-SHARE PLAN
 WHICH IS RENTED MORE THAN THREE TIMES A CALENDAR YEAR
 FOR PERIODS OF LESS THAN 30 DAYS OR ONE CALENDAR MONTH,
 WHICHEVER IS LESS, OR WHICH IS ADVERTISED OR HELD OUT
 TO THE PUBLIC AS A PLACE REGULARLY RENTED FOR PERIODS
 OF LESS THAN 30 DAYS OR ONE CALENDAR MONTH, WHICHEVER
 IS LESS (SEE ALSO, PLACES OF LODGING).
  
 4B) THERE IS A DISCREPANCY IN PLANS IT WOULD APPEAR.
 SHEET 014-A0-33 LEVEL 2 GUEST SUITES IT APPEARS THE
 MECHANICAL UNIT HP-1IN GUEST SUITES 11 & 12 ARE LOCATED
 IN A ONE HOUR SHAFT WHEREAS THE UNITS 9 & 10 THE UNITS
 ARE NOT LOCATED IN A RATED WALL. IT APPEARS IN UNITS 11
 & 12 THERE IS A VERTICAL 8X16 INCH EXHAUST DUCT NOT
 SHOWN IN A SHAFT, MECHANICAL SHEETS INDICATE THAT IN
 SOME AREA 2 HOUR FLAME BAR IS TO BE INSTALLED. PLEASE
 PROVIDE DETAILED INFORMATION IN RESPONSE AS TO WHAT
 AREAS ARE TO BE SHAFTS, HOUR RATING OF SHAFTS, WHERE
 THE FLAME BAR IS TO BE INSTALLED AND FIRE STOPPING
 ASSEMBLIES FOR THROUGH PENETRATIONS. THIS COMMENT WILL
 BE COMMON FOR THE 3 FLOORS OF GUEST SUITES. 2010 FBC-B
 708.2.4 /716.6 HORIZONTAL ASSEMBLIES. THIS CONDITION
 APPEARS ON THE 3RD LEVEL OF GUEST SUITES AS WELL.
  
 4C) SUITE # 7 & 11 IS MISSING THE SHOWER ENCLOSURE ON
 014-A0-33. 107.2.1.3 ADDITIONAL INFORMATION REQUIRED.
  
 4D) SUITE # 5 & 9 IS MISSING THE SHOWER ON SHEET
 014-A0-33. 107.2.1.3 ADDITIONAL INFORMATION REQUIRED.
  
 5) SHEET 014-A)-33/ 081-A2-02: 2ND LEVEL AMENITIES/ 3RD
 LEVEL GUEST SUITES.
 5A) SHEET 081-A2-02, STAIR # 1 ON THE 3RD LEVEL OF THE
 GUEST ROOMS IS MISSING THE 1 ? HR. FIRE RATED DOOR.
 2010 FBC-B TABLE 715.4.
  
 5B) SHEET 014-A)-33 STAIR # 1 IS MISSING THE
 ILLUSTRATED DOWN PORTION OF STAIRS IN THE STAIRWELL
 ENCLOSURE. 107.2.1.3 ADDITIONAL INFORMATION, TYPO.
  
 5C) SHEET 081-A2-02 IS MISSING BOTH THE WALL & DOOR
 IDENTIFICATION TAGS. CODE COMPLIANCE CANNOT BE
 DETERMINED. 107.2.1.3 ADDITIONAL INFORMATION IS
 REQUIRED.
  
 5D) SHEET 014-A)-33 IS THE 2ND LEVEL OF THE ATRIUM.
 THIS SHEETS DEPICTS THE 2ND FLOOR OF THE ATRIUM. WHAT
 THE LIFE SAFETY SHEETS FAIL TO PROVIDE IS THE 1 HOUR
 FIRE BARRIER (2010 FBC-B 404.6) CONSTRUCTED IN
 ACCORDANCE WITH SECTION 707. THE PLANS DO NOT SHOW A
 CUT SECTION WHERE ONE OF THE EXCEPTIONS WAS TAKEN. ONE
 HOUR FIRE RATED WALLS WOULD BE REQUIRED WITH ANY SPACE
 THAT COMMUNICATED WITH THE ATRIUM AND OPENING
 PROTECTIVE IN COMPLIANCE WITH 2010 FBC-B TABLE 715.4.
 SMOKE CONTROL IS NOT REQUIRED SINCE THIS IS A 2 STORY
 ATRIUM. PLEASE NOTE THE 3 LEVELS OF THE R2 GUEST ROOMS
 TRAVEL THROUGH A 1 HOUR FIRE RATED ACCESS CORRIDOR INTO
 THE ATRIUM.
  
 5E) . PLEASE SHOW HOW CODE COMPLIANCE WITH SECTION OF
 THE 2010 FBC-B 404.8 INTERIOR FINISHES. THE INTERIOR
 FINISHES OF WALLS AND CEILINGS OF THE ATRIUM SHALL NOT
 BE LESS THAN CLASS B WITH NO REDUCTIONS IN CLASS FOR
 SPRINKLER PROTECTION.
  
 5F) THIS SHEET INDICATES THE BRIDGE SECTION OF THE 2ND
 LEVEL IS INDICATED AS A MEZZANINE LOBBY. THE 2ND FLOOR
 AREA THAT IS OPEN AND COMMUNICATES IS OVER ? OF THE
 OPEN AREAS ALLOWED BY FBC-B 505.2 EXCEPTION # 2 FOR
 TYPE I TYPE II BUILDINGS. THIS IS A TRUE 2 STORY
 ATRIUM, FBC-B 404.6 ENCLOSURES OF ATRIUMS.
  
 5G) SHEET 014-A0-33 POOL DECK STAIR # 6 & 7 SHOW THE
 USE OF AN AREA OF RESCUE ASSISTANCE. THE 2010 FBC-B
 1007.1 ACCESSIBLE MEANS OF EGRESS. ACCESSIBLE MEANS OF
 EGRESS SHALL BE PROVIDED IN ACCORDANCE WITH THE
 APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE,
 ACCESSIBILITY.
 2010 FBC-ACCESSIBILITY CODE. ACCESSIBLE MEANS OF EGRESS
 . 207.1 GENERAL. MEANS OF EGRESS SHALL COMPLY WITH
 SECTION 1003.2.13 OF THE INTERNATIONAL BUILDING CODE
 (2000 EDITION AND 2001 SUPPLEMENT) OR SECTION 1007 OF
 THE INTERNATIONAL BUILDING CODE (2003 EDITION)
 (INCORPORATED BY REFERENCE, SEE "REFERENCED STANDARDS"
 IN CHAPTER 1).
 PLEASE SHOW FULL COMPLIANCE FOR THE AREA OF REFUGE
 ASSISTANCE, 2003 IBC-B REQUIREMENTS 1007.6.(1-7) &
 1007.8(1-3).
  
 5H) DEPENDING ON THE CLASSIFICATION AND OR OF THE
 DINING ROOM, BEAUTY PARLOR AND GUEST ROOMS THERE MAYBE
 ELEMENTS OF THIS BUILDING THAT MAY FALL UNDER THE 2010
 FBC-ACCESSIBILITY CODE. THE POOL DECK AND ACCESS TO THE
 POOL WOULD THEN NEED TO MEET THE REQUIREMENTS OF 1009.
 SWIMMING POOLS AND SPAS AS WELL AS WHERE PROVIDED, POOL
 LIFTS SLOPED ENTRIES, TRANSFER WALLS, TRANSFER SYSTEMS,
 AND POOL STAIRS SHALL COMPLY WITH 1009. IF THE END
 RESULT OF THE RESEARCH IS COMPLETED AND ONLY FAIR
 HOUSING IS TO BE APPLIED THEN ONLY ACCESS TO THE POOL
 DECK WILL BE A FACTOR.
  
 5I) PLEASE NOTE THE POOL DECK DOES SHOW STEPS BUT THERE
 ARE NO RAMPS DESIGNATED ON THE PLANS FOR AN ACCESSIBLE
 ROUTE TO THE LOWER POOL DECK AREA. FAIR HOSING ANSI
 A117.1 4.3 (C) CONNECTING ACCESSIBLE BUILDING OR
 FACILITY ENTRANCES WITH ACCESSIBLE SPACES AND ELEMENTS
 WITHIN THE BUILDING OR FACILITY, INCLUDING ADAPTABLE
 DWELLING UNITS.
  
 5J) PLEASE PROVIDE FAIR HOUSING COMPLIANCE FOR THE
 STEAM ROOMS AND SAUNAS. FAIR HOUSING COMMON USE SPACES
 AND FACILITIES. WHEN ANSI DOES NOT CONTAIN
 SPECIFICATIONS FOR SPECIFIC FACILITIES OR FEATURE IN
 QUESTION RELATED HUMAN FACTORS AND PERFORMANCE
 SPECIFICATIONS MUST BE USED TO ACHIEVE ACCESSIBILITY.
 SUCH SPECIFICATIONS INCLUDE, BUT ARE NOT LIMITED TO,
 4.2 SPACE ALLOWANCES AND REACH RANGES, 4.3 ACCESSIBLE
 ROUTE, 4.4 PROTRUDING OBJECTS, 4.5 GROUND & FLOOR
 SURFACES, AND 4.25 OPERATING MECHANISMS.
  
 5K) SHEET 014-A0-33 THE LOWER POOL DECK IT APPEARS
 THERE IS ONLY ONE RAMP (NOT MARKED, NOR ELEVATION
 CHANGES GIVEN) BETWEEN THE POOL DECK AND POOL THERE ARE
 116 OCCUPANTS AND WHAT APPEARS TO BE ONLY ONE
 ACCESSIBLE MEANS OF EGRESS. PLEASE SHOW COMPLIANCE
 WITH: 2010 FBC-BUILDING CODE 1007.1 ACCESSIBLE MEANS OF
 EGRESS. ACCESSIBLE MEANS OF EGRESS SHALL BE PROVIDED IN
 ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE FLORIDA
 BUILDING CODE, ACCESSIBILITY.
 2010 FBC-ACCESSIBILITY CODE SECTION 207.1 MEANS OF
 EGRESS SHALL COMPLY WITH SECTION 1003.2.13 OF THE
 INTERNATIONAL BUILDING CODE (2000 EDITION AND 2001
 SUPPLEMENT) OR SECTION 1007 OF THE INTERNATIONAL
 BUILDING CODE (2003 EDITION).
 2003 IBC-B 1007.1 WHERE MORE THAN ONE MEANS OF EGRESS
 IS REQUIRED BY SECTIONS 1014.1 OR 1018.1 FROM ANY
 ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF THE SPACE
 SHALL BE SERVED BY NOT LESS THAN TWO MEANS OF EGRESS.
  
 6) SHEETS 015-A0-34 LEVELS 5-10. 11-17 (TIER 1) LEVELS
 18-19 TIER 2. / 083-A2-05 LEVEL 5/ 084-A2-06 LEVELS
 6-9, 11 TIER 1;
 6A) THIS COMMENT IS A COMMON COMMENT FOR ALL DWELLING
 UNITS TIER 1 LEVELS 5-9 &11. THE LIFE SAFETY PLAN SHOWS
 (2) REQUIRED COMMON PATHS OF TRAVEL BECAUSE THEY ARE
 OVER THE 125 FEET REQUIRED BY 2010 FBC-B 1014.3
 EXCEPTION # 4.
  
 6A) (1)THE PLANS SHOW THE 1ST COMMON PATH OF TRAVEL
 EXITING THROUGH THE FRONT ENTRY DOORS THROUGH AN
 ELEVATOR LOBBY, THE LIFE SAFETY PLANS WILL NEED TO
 INDICATE IF THE ELEVATOR HOIST WAYS ARE PRESSURIZED TO
 ALLOW EXITING THROUGH THE ELEVATOR LOBBY. 2010 FBC-B
 708.14.1 ELEVATOR LOBBIES.
  
 6A)(2) THE 2ND ISSUE IS THE COMMON PATH OF TRAVEL
 THROUGH THE LAUNDRY/ STORAGE/ UTILITY ROOM. PLEASE SEE
 THE 2010 FBC-B SECTION 1014.2.1(4) 4. EGRESS SHALL NOT
 PASS THROUGH KITCHENS, STORAGE ROOMS, CLOSETS OR SPACES
 USED FOR SIMILAR PURPOSES. NOTE THE EXCEPTION IS ONLY
 FOR A KITCHEN AREA SERVING ADJOINING ROOMS CONSTITUTING
 PART OF THE SAME DWELLING UNIT OR SLEEPING UNIT.
  
 6B) COMMON COMMENT FOR ALL FLOORS. EXITING CAPACITY
 ANALYSIS FOR ALL TIERS SHOW A 36 INCH DOORWAY AND THE
 EXIT CAPACITY AT 180 OCCUPANTS. THIS WOULD MEAN YOU
 HAVE OFFSET HINGES ON THE EXIT DOORS SO THERE IS A FULL
 36 INCHES CLEAR WIDTH FROM THE FACE OF THE DOOR WHEN
 OPEN AT 90 DEGREES TO THE OPPOSING LATCH SIDE OF THE
 DOOR AND NOT INCLUDING THE DOOR STOP. SEE 2010 FBC-B
 1008.1.1. 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. THE ACTUAL
 ALLOWABLE MAXIMUM OCCUPANT LOAD IS CLOSER TO 167.
  
 7) SHEET 016-A0-35 LEVELS 20 & 21 / 090-A2-20 LEVEL 20
 REFERS TO SHEET 089- A2.18 FOR UNITS A & B. SHEET
 090-A2-20 FOR UNIT C. SAME COMMENTS AND ISSUES AS
 COMMENTS 6A AND 6B.
  
 8) SHEET 017-A0-36 LIFE SAFETY PLANS FOR LEVEL 22 & 23/
 092-A2-22 & 093-A2-23. SAME COMMENTS AND ISSUES AS
 COMMENTS 6A AND 6B.
  
 9) SHEET 017-A0-36 LIFE SAFETY PLANS FOR LEVEL 22 & 23/
 SHEET 093-A2-23. ON NEITHER THE LIFE SAFETY PLAN NOR
 THE ARCHITECTURAL SHEET ARE THE WALLS FILED IN TO SEE
 IF THE TRAVEL DISTANCES SHOWN ARE CORRECT. 107.2.1.3
 ADDITIONAL INFORMATION IS REQUIRED. 2010 FBC-B 1014.3
 EXCEPTION # 4.
  
 10) SHEET 018-A0-37 LEVELS 24 &25/ SHEET 094-A2-24
 LEVEL 24 & 095-A2-25.
 10A) UNIT PH-24N & PH25N HAS THE SAME ISSUES AS COMMENT
 6A)(1) ELEVATOR LOBBY & 6A)(2) EGRESS THROUGH STORAGE/
 UTILITY CLOSET / LAUNDRY ROOM.
  
 10B) UNIT PH-24S &PH-25S ONLY NEEDS THE VERIFICATION OF
 2010 FBC-B 708.14.1 ELEVATOR LOBBY?S AND OR EXCEPTION.
  
 11) SHEET 019-A)-38 LEVEL 26 MECHANICAL FLOOR - ROOF /
 096-A2-26 ARCH. MECHANICAL FLOOR
 PLAN. A122-A2-76ALEVEL 26 NORTH, 411-M2-26 & 374.S2-26
 STRUCTURAL MECHANICAL ROOF FRAMING PLAN.
  
 11A) SHEET 122-A2-76A NONE OF THE ARCHITECTURAL NOR
 STRUCTURAL SHEETS, PROVIDE A ROOM & WALL IDENTIFICATION
 TAG FOR THE WALL IN THE UPPER RIGHT CORNER OF THE
 BUILDING, THE SAME WALL IS ALSO COMMON TO STAIR TOWER
 #2 AND FIREMAN?S VESTIBULE 2601. ADDITIONAL INFORMATION
 IS REQUIRED BOTH THE FIREMAN?S VESTIBULE (1HR.) AND THE
 STAIR SHAFT(2 HR.) ARE FIRE RATED PROTECTED. 3007.4.2 &
 708.4.
  
 11B) THIS SAME ROOM IN THE UPPER RIGHT HAND CORNER OF
 THE MECHANICAL PENTHOUSE SHOWS MECHANICAL EQUIPMENT
 SHEET 411-M2-26 MECHANICAL LEVEL 26. NONE OF THE PLANS
 SHOW ACCESS TO THE EQUIPMENT IN THIS ROOM. USE OF ROOM
 NOR IS THE ROOM IDENTIFIED ON NEITHER PLANS NOR ACCESS.
 2010 FBC-B 302.1 STRUCTURES OR PORTIONS OF STRUCTURES
 SHALL BE CLASSIFIED WITH RESPECT TO OCCUPANCY IN ONE OR
 MORE OF THE GROUPS LISTED BELOW. A ROOM OR SPACE THAT
 IS INTENDED TO BE OCCUPIED AT DIFFERENT TIMES FOR
 DIFFERENT PURPOSES SHALL COMPLY WITH ALL OF THE
 REQUIREMENTS THAT ARE APPLICABLE TO EACH OF THE
 PURPOSES FOR WHICH THE ROOM OR SPACE WILL BE OCCUPIED.
  
 11C) THIS SAME ROOM SHOWS THE WALLS OF THIS ROOM
 CONTINUING INTO THE EXTERIOR WALL TO THE CENTERLINE OF
 THE SHEER WALL CONSTRUCTION? 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED. TYPO.
  
 11D) ROOM 2607 IS IDENTIFIED AS AN ELEVATOR STORAGE? IS
 THE USE AN ELEVATOR MACHINE ROOM? 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED.
  
 11E) THE ROOM IN THE UPPER LEFT HAND CORNER OF THE
 SHEET IS NOT IDENTIFIED, THE USE NOR IS THE DOOR.
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 11F) THE STAIRWELL 1 & 2 BOTH INDICATE HANDRAILS ON
 BOTH SIDES OF THE STAIRS, THE PLANS ARE NOT CLEAR AS IF
 THERE IS A KNEEWALL OR A GUARDRAIL AT THE LANDING
 ADJACENT TO THE STAIRS. FBC-B 1013.1.
  
 11G) DOORS ARE MISSING FROM THE DOOR SCHEDULE ON
 331-A8-11 DOORS 2602 & 2604A. 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED.
  
 11H)SHEET 122-A2-76A LEVEL 26 PLEASE NOTE ROOFTOP AND
 FLOOR ELEVATION TAGS ARE NOT PROVIDED.
 EXTERIOR OF THE BUILDING GRID LINES ARE GIVEN TO THE
 HIGH POINTS AND ROOF DRAINS AS TO THE HIGH AND LOW
 POINTS AGAIN ELEVATION TAGS WERE NOT PROVIDED. WILL THE
 ROOF DECK BE SLOPED OR WILL ROOFTOP INSULATION MAKE UP
 THE DIFFERENCE IN HEIGHT, WHAT TYPE OF ROOF TOP
 INSULATION WILL BE USED? 107.2.1.3 ADDITIONAL
 INFORMATION REQUIRED, PLANS LACKING DETAILS OR SECTIONS
 THROUGH TO LOCATE DOCUMENTS WITH THIS INFORMATION.
  
 11I) SHEET 171-A5-06 PLEASE NOTE NONE OF THE WALLS NOR
 DOORS ARE PROVIDED WITH IDENTIFICATION TAGS, PLANS ARE
 INCOMPLETE, 107.2.1.3 ADDITIONAL INFORMATION IS
 REQUIRED.
  
 11J) SHEET 171-A5-06 AND 096-A2-26 THERE IS A
 DISCREPANCY IN THE PLANS, SHEET 096-A2-26 HAS AN
 ADDITIONAL DOOR INTO THE ELEVATOR CONTROL ROOM 3, 4 &6.
  
 11K) SHEET 171-A5-06, 096-A2-26 & 374-S2-26 NONE OF
 THESE SHEETS DEPICT A SECTION THROUGH CORRIDOR 2604 AS
 TO IF THIS IS WITHIN THE BUILDING OR ON THE EXTERIOR OF
 THE BUILDING. AS OF WHAT MATERIALS IT WILL BE
 CONSTRUCTED FROM. THE STRUCTURAL DRAWING 3374-S2-26
 SHOWS A VERTICAL TUBE, THE SIZE, MATERIAL, SPACING NOR
 ATTACHMENT DETAILS ARE NOT PROVIDED. INCOMPLETE
 PLANS.107.2.1.3. ADDITIONAL INFORMATION IS REQUIRED.
  
 11M) SHEET 096-A2-26 SHOWS WHAT APPEARS TO BE A
 MECHANICAL EQUIPMENT SCREEN. THE STRUCTURAL SHEETS DO
 NOT PROVIDE DETAILS OF THIS SYSTEM. PLEASE PROVIDE CODE
 COMPLIANCE WITH 2010 FBC-B SECTIONS;
  
  1509.6 MECHANICAL EQUIPMENT SCREENS. MECHANICAL
 EQUIPMENT SCREENS SHALL BE CONSTRUCTED OF THE MATERIALS
 SPECIFIED FOR THE EXTERIOR WALLS IN ACCORDANCE WITH THE
 TYPE OF CONSTRUCTION OF THE BUILDING. WHERE THE FIRE
 SEPARATION DISTANCE IS GREATER THAN 5 FEET (1524 MM),
 MECHANICAL EQUIPMENT SCREENS SHALL NOT BE REQUIRED TO
 COMPLY WITH THE FIRE-RESISTANCE RATING REQUIREMENTS.
 WIND DESIGN CRITERIA NOT GIVEN.
  
  1509.6.1 HEIGHT LIMITATIONS. MECHANICAL EQUIPMENT
 SCREENS SHALL NOT EXCEED 18 FEET (5486 MM) IN HEIGHT
 ABOVE THE ROOF DECK, AS MEASURED TO THE HIGHEST POINT
 ON THE MECHANICAL EQUIPMENT SCREEN.
  
 11N) SHEET 096-A2-26 THE MECHANICAL EQUIPMENT SCREEN
 APPEARS TO HAVE BRACING LEGS, MATERIAL NOT KNOWN, SIZE
 OF MATERIAL NOT KNOWN, SPACING NOT GIVEN NOR THE
 ATTACHMENT TO NEITHER THE EQUIPMENT SCREEN NOR THE WALL
 OR FLOOR ASSEMBLY. PLANS NOT COMPLETE. 107.2.1.3
 ADDITIONAL INFORMATION IS REQUIRED.
  
 11O) SHEET 096-A2-26 THE MECHANICAL EQUIPMENT SCREEN
 BRACING SYSTEM AS DRAWN HAS LEGS THAT GO INTO THE
 CORRIDOR 2604 BLOCKING ACCESS, BLOCKING ENTRY TO A
 EXTERIOR MECHANICAL ROOM 2603 AND ALSO TO ROOM 2606.
 PLEASE CORRECT THESE AREAS.
  
 12) SHEET 431-M4-01 MECHANICAL DETAILS, DETAIL 20
 COOLING TOWER VIBRATION ISOLATOR DETAIL TO BE REVIEWED
 BY THE STRUCTURAL ENGINEER OF RECORD, AND WITH THEIR
 SHOP DRAWING STAMP OF APPROVAL. PLEASE NOTE THE
 STRUCTURAL BASE OR SUPPORT WILL NEED TO BE DESIGNED BY
 THE STRUCTURAL ENGINEER OR HIS DELEGATE WITH THE
 STRUCTURAL ENGINEER?S APPROVAL BEFORE SUBMITTAL TO THE
 BUILDING DEPARTMENT FOR REVIEW.
 FL 61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL
 FORWARD THE DELEGATED ENGINEERING DOCUMENTS TO THE
 ENGINEER OF RECORD FOR REVIEW.
  
  
 13) SHEET 431-M4-01 MECHANICAL DETAILS EQUIPMENT
 SUPPORT CURB DETAIL & THYBAR VIBRATION CURB III DETAIL
 FOR OAU-1 & 2. PLEASE PROVIDE THE PRODUCT APPROVALS FOR
 CURB DETAILS. TO BE REVIEWED BY THE STRUCTURAL ENGINEER
 OF RECORD, AND WITH THEIR SHOP DRAWING STAMP OF
 APPROVAL. PLEASE NOTE THE STRUCTURAL ANCHOR TO THE BASE
 OR SUPPORT AS WELL AS THE UNIT TO THE CURB FOR MOMENT
 OF OVERTURNING, WILL NEED TO BE DESIGNED BY THE
 STRUCTURAL ENGINEER OR HIS DELEGATE WITH THE STRUCTURAL
 ENGINEER?S APPROVAL BEFORE SUBMITTAL TO THE BUILDING
 DEPARTMENT FOR REVIEW.
 FL 61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL
 FORWARD THE DELEGATED ENGINEERING DOCUMENTS TO THE
 ENGINEER OF RECORD FOR REVIEW.
  
 14) SHEET 131-A3-21.
 14A) THROUGH THE CUT SECTION OF THE BUILDING THERE ARE
 VARIOUS FLOORS (EXAMPLE ELEV. # 1 LEVELS 23-20, 15-12,
 10 IN THE UPPER PORTION OF THE ELEVATOR LOBBY A RED
 OBJECT THAT EITHER IS HANGING FORM THE CEILING OR CLOSE
 TO THE CEILING. THIS DEPICTED THROUGHOUT THE SHEET IN
 VARIOUS ELEVATOR LOBBY LOBBIES? 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED.
  
 14B) ELEVATORS 2/4 DO NOT CONTINUE THROUGH TO THE ROOF.
 PLEASE PROVIDE WHERE COMPLIANCE WITH SECTIONS OF THE
 2010 FBC-B CAN BE FOUND:
  
 14B)(1) 3004.1 VENTS REQUIRED. HOISTWAYS OF ELEVATORS
 AND DUMBWAITERS PENETRATING MORE THAN THREE STORIES
 SHALL BE PROVIDED WITH A MEANS FOR VENTING SMOKE AND
 HOT GASES TO THE OUTER AIR IN CASE OF FIRE. FOR R1 AND
 R2 OCCUPANCIES VENTING IS REQUIRED.
  
 14B)(2) 3004.2 LOCATION OF VENTS. VENTS SHALL BE
 LOCATED AT THE TOP THE HOISTWAY AND SHALL OPEN EITHER
 DIRECTLY TO THE OUTER AIR OR THROUGH NONCOMBUSTIBLE
 DUCTS TO THE OUTER AIR. NONCOMBUSTIBLE DUCTS SHALL BE
 PERMITTED TO PASS THROUGH THE ELEVATOR MACHINE ROOM,
 PROVIDED THAT PORTIONS OF THE DUCTS LOCATED OUTSIDE THE
 HOISTWAY OR MACHINE ROOM ARE ENCLOSED BY CONSTRUCTION
 HAVING NOT LESS THAN THE FIRE-RESISTANCE RATING
 REQUIRED FOR THE HOISTWAY. HOLES IN THE MACHINE ROOM
 FLOORS FOR THE PASSAGE OF ROPES, CABLES OR OTHER MOVING
 ELEVATOR EQUIPMENT SHALL BE LIMITED AS NOT TO PROVIDE
 GREATER THAN 2 INCHES (51 MM) OF CLEARANCE ON ALL
 SIDES.
  
 14)(3) 3004.3 AREA OF VENTS. EXCEPT AS PROVIDED FOR IN
 SECTION 3004.3.1, THE AREA OF THE VENTS SHALL NOT BE
 LESS THAN 31/2 PERCENT OF THE AREA OF THE HOISTWAY NOR
 LESS THAN 3 SQUARE FEET (0.28 M2) FOR EACH ELEVATOR
 CAR, AND NOT LESS THAN 31/2 PERCENT NOR LESS THAN 0.5
 SQUARE FEET (0.047 M2) FOR EACH DUMBWAITER CAR IN THE
 HOISTWAY, WHICHEVER IS GREATER. OF THE TOTAL REQUIRED
 VENT AREA, NOT LESS THAN ONE-THIRD SHALL BE PERMANENTLY
 OPEN. CLOSED PORTIONS OF THE REQUIRED VENT AREA SHALL
 CONSIST OF OPENINGS GLAZED WITH ANNEALED GLASS NOT
 GREATER THAN 1/8 INCH (3.2 MM) IN THICKNESS.
  
  
 15) SHEET 137-A3-31 DETAILS 1 & 2 & SHEET A0.23
 EXTERIOR SYSTEMS.
  
 15A) BOTH INDICATE THE USE OF METAL WALL PANELS, THERE
 ARE NO CUT SECTIONS INDICATING MORE INFORMATION ON THE
 PANELS. COMPONENTS AND CLADDING FBC-B, 1609.6.4.4.1
 COMPONENTS & CLADDING. PLEASE SEE THE 2010 FBC-B
 SECTION 1407.3 ARCHITECTURAL TRIM AND EMBELLISHMENTS.
 MCM USED AS ARCHITECTURAL TRIM OR EMBELLISHMENTS SHALL
 COMPLY WITH SECTIONS 1407.7 THROUGH 1407.14.
 1407.4 STRUCTURAL DESIGN. MCM SYSTEMS SHALL BE DESIGNED
 AND CONSTRUCTED TO RESIST WIND LOADS AS REQUIRED BY
 CHAPTER 16 FOR COMPONENTS AND CLADDING.
  
 1407.5 APPROVAL. RESULTS OF APPROVED TESTS OR AN
 ENGINEERING ANALYSIS SHALL BE SUBMITTED TO THE BUILDING
 OFFICIAL TO VERIFY COMPLIANCE WITH THE REQUIREMENTS OF
 CHAPTER 16 FOR WIND LOADS. 1407.6 WEATHER RESISTANCE.
  
 15B) GLASS EXTERIOR HAND/ GUARD RAIL SYSTEMS. PLEASE
 PROVIDE COMPLIANCE WITH FBC-B 1607.7.1 & SECTION 2407.
 WILL THE BALCONY DEMISING GLASS WALL SECTIONS HAVE
 PATTERNS IN THE GLASS OR SANDBLASTED GLASS IN THE
 FRAMES? IF SO COMPLIANCE WITH 2404.3
 . 2404.3.3 VERTICAL PATTERNED GLASS. PATTERNED GLASS
 SLOPED 15 DEGREES (0.26 RAD) OR LESS FROM VERTICAL IN
 WINDOWS, CURTAIN AND WINDOW WALLS, DOORS AND OTHER
 EXTERIOR APPLICATIONS SHALL BE DESIGNED TO RESIST THE
 WIND LOADS IN SECTION 1609 FOR COMPONENTS AND CLADDING
 ACCORDING TO THE FOLLOWING EQUATION:
 FGW < 1.0 FGE (EQUATION 24-9)
 2404.3.5 VERTICAL SANDBLASTED GLASS.
 SANDBLASTED GLASS SLOPED 15 DEGREES (0.26 RAD) OR LESS
 FROM VERTICAL IN WINDOWS, CURTAIN AND WINDOW WALLS,
 DOORS, AND OTHER EXTERIOR APPLICATIONS SHALL BE
 DESIGNED TO RESIST THE WIND LOADS IN SECTION 1609 FOR
 COMPONENTS AND CLADDING ACCORDING TO THE FOLLOWING
 EQUATION:
 FG< 0.5 FGE (EQUATION 24-12)
  
 15C) 137-A3-31 DETAILS 1 & 2 & SHEET A0.23 EXTERIOR
 SYSTEMS & 144-A4-01. DETAILS 10 & 11. BOTH THESE
 DETAILS SHOW A 1 INCH AIR GAP BETWEEN THE EDGE OF THE
 SLAB AND THE METAL SLAB EDGE COVER PLATE.
  
  
 16) SHEETS 138-A3-32, 108-A2-68A & DETAIL # 2/
 278-A6-85C BALCONY DEMISING GLASS WALL. THIS WILL MEAN
 THE GLASS HAND RAIL SYSTEM IS FULLY SUPPORTED BY THE
 VERTICAL FRAMING ELEMENT. THERE IS NO CLEAR DETAIL IN
 EITHER THE ARCHITECTURAL SHEETS NOR THE STRUCTURAL
 SHEETS AS TO THE ANCHORAGE OF SYSTEM NOR THE SPACING OF
 THE HANDRAIL. THERE IS NO COMMENT THESE DETAILS ARE TO
 BE SUPPLIED FROM A DELEGATE ENGINEER EITHER. WITH FBC-B
 1607.7.1 & SECTION 2407.
  
 THE FLOOR PLAN 108-A2-68A DOES SHOW THE USE OF BALCONY
 DEMISING GLASS WALL AND DETAIL 2/0278-A6.85C AS WELL AS
 THE ELEVATION SHEET 137-A3-31. THE DETAIL 2 ON SHEET
 278-A6-85C APPEAR TO BE FOR INSULATED SPANDREL PANEL
 BUT NOT FOR THE GLASSED DEMISING WALL. PLEASE SHOW HOW
 CODE COMPLIANCE WILL BE ACHIEVED FOR SECTION 439.2
 SEPARATION WALLS. WALLS SEPARATING DWELLING UNITS IN
 THE SAME BUILDING, WALLS SEPARATING SLEEPING UNITS IN
 THE SAME BUILDING AND WALLS SEPARATING DWELLING OR
 SLEEPING UNITS FROM OTHER OCCUPANCIES CONTIGUOUS TO
 THEM IN THE SAME BUILDING SHALL BE CONSTRUCTED AS FIRE
 PARTITIONS IN ACCORDANCE WITH SECTION 709. UL U# 419 IS
 NOT A GLASS DEMISING WALL.
  
 17) SHEET 157-A4-14 DETAIL 11 SHOWS THE INSTALLATION OF
 A TERRA COTTA RAIN SCREEN. REFERENCES DETAIL 11/
 157-A4-14 PLEASE PROVIDE COMPLIANCE WITH 2010 FBC-B
 SECTIONS:
  
 17A) 1403.2 WEATHER PROTECTION.
  
 17B) 1403.3 STRUCTURAL. EXTERIOR WALLS, AND THE
 ASSOCIATED OPENINGS, SHALL BE DESIGNED AND CONSTRUCTED
 TO RESIST SAFELY THE SUPERIMPOSED LOADS REQUIRED BY
 CHAPTER 16.
  
 17C) 1405.9 TERRA COTTA. ANCHORED TERRA COTTA OR
 CERAMIC UNITS NOT LESS THAN 15/8 INCHES (41 MM) THICK
 SHALL BE ANCHORED DIRECTLY TO MASONRY, CONCRETE OR STUD
 CONSTRUCTION. TIED TERRA COTTA OR CERAMIC VENEER UNITS
 SHALL BE NOT LESS THAN 15/8 INCHES (41 MM) THICK WITH
 PROJECTING DOVETAIL WEBS ON THE BACK SURFACE SPACED
 APPROXIMATELY 8 INCHES (203 MM) O.C. THE FACING SHALL
 BE TIED TO THE BACKING WALL WITH CORROSION-RESISTANT
 METAL ANCHORS OF NOT LESS THAN NO. 8 GAGE WIRE
 INSTALLED AT THE TOP OF EACH PIECE IN HORIZONTAL BED
 JOINTS NOT LESS THAN 12 INCHES (305 MM) NOR MORE THAN
 18 INCHES (457 MM) O.C.; THESE ANCHORS SHALL BE SECURED
 TO 1/4-INCH (6.4 MM) CORROSION-RESISTANT PENCIL RODS
 THAT PASS THROUGH THE VERTICAL ALIGNED LOOP ANCHORS IN
 THE BACKING WALL. THE VENEER TIES SHALL HAVE SUFFICIENT
 STRENGTH TO SUPPORT THE FULL WEIGHT OF THE VENEER IN
 TENSION. THE FACING SHALL BE SET WITH NOT LESS THAN A
 2-INCH (51 MM) SPACE FROM THE BACKING WALL AND THE
 SPACE SHALL BE FILLED SOLIDLY WITH PORTLAND CEMENT
 GROUT AND PEA GRAVEL. IMMEDIATELY PRIOR TO SETTING, THE
 BACKING WALL AND THE FACING SHALL BE DRENCHED WITH
 CLEAN WATER AND SHALL BE DISTINCTLY DAMP WHEN THE GROUT
 IS POURED.
  
 18) SHEETS 160-A4.15 PODIUM METAL FIN, 161-A4.16 PODIUM
 METAL FIN, THE DETAIL # 2 ON SHEET 160 INDICATES A HSS
 TUBE POST, REFER TO STRUCTURAL SHEETS. THE STRUCTURAL
 SHEETS DO NOT PROVIDE DETAILS OF THIS STRUCTURAL TUBE.
 197.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 19) SHEET 162-A4-31 ROOF DETAILS:
 19A) BETWEEN THE DIFFERENT DETAILS THEY SHOW A
 DIFFERENCE BETWEEN SPRAY FOAM INSULATION ON THE ROOF
 DECK DETAIL 14 TO THE USE OF TAPERED INSULATION BOARD.
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
 ENGINEERED DRAWINGS FOR THE TAPERED ROOF INSULATION
 WILL BE REQUIRED, AND TO BE REVIEWED BY THE ENGINEER OF
 RECORD BEFORE SUBMITTAL TO THE BUILDING DEPARTMENT. FL
 61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL FORWARD
 THE DELEGATED ENGINEERING DOCUMENTS TO THE ENGINEER OF
 RECORD FOR REVIEW.
  
 19B) DETAILS 3 & 4 BOTH SHOW A TILE DECK ABOVE THE
 ROOFING SYSTEM. THE ROOFING SYSTEM WELL NEED TO PROVIDE
 PRODUCT APPROVALS FOR WIND AS WELL AS ENGINEERING FOR
 THE TILE DECK INSTALLATION THEY WILL MEET THE WIND
 LOADS FOR THE LOCATION ON THE BUILDING.2010 FBC-B
 COMPONENTS AND CLADDING. 1609.6.4.4.1 COMPONENTS &
 CLADDING.
  
 20) SHEETS 164-A4-41 AND 165-A4-41A CANOPY SYSTEMS
 SHEETS ARE CONCEPTUAL DRAWINGS AT BEST, THERE ARE NO
 PLANS IN THE STRUCTURAL DOCUMENTS PROVIDES STRUCTURAL
 ELEMENTS OR LOADS TO BE RESISTED. THESE LOADS WILL NEED
 TO BE KNOWN FOR THE ECCENTRIC LOADING ONTO THE FRAMING
 MEMBERS. ONCE THE LOADS ARE KNOWN THEN THE STRUCTURAL
 DRAWINGS WILL BE ABLE TO REACT TO THE ECCENTRIC LOADS
 BEING PLACED ON THE VARIOUS COLUMNS AND BEAMS. IF THE
 CANOPY IS TO BE DESIGNED BY A DELEGATE ENGINEER THEN
 COMPLIANCE WITH FL 61G-15-30.006 WILL NEED TO BE MET.
 FL 61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL
 FORWARD THE DELEGATED ENGINEERING DOCUMENTS TO THE
 ENGINEER OF RECORD FOR REVIEW.
  
 21) THIS REVIEW NO PRODUCT APPROVALS WERE SUBMITTED.
 THE DESIGNER OF RECORD OR THE CONTRACTOR CAN ELECT TO
 SUBMIT THE PRODUCT APPROVALS FOR THE EXTERIOR CLADDING
 AS A DEFERRED SUBMITTAL PER:
 2010 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 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.
  
 21A) 2010 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. ROOF HATCHES.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, CURBS, INTAKE AND
 EXHAUST FANS ?
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
  
 21B) 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY
 DCA RULE 9N-3 SHALL BE REVIEWED AND APPROVED IN WRITING
 BY THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL.
  
 22) THE PLANS WERE SUBMITTED EARLY FOR REVIEW BEFORE
 THE FOUNDATION PERMIT WOULD BE ISSUED. THE SUBMITTED
 BUILDING PLANS WERE NOT 100% DRAWINGS AND WILL NEED TO
 BE RESUBMITTED BEFORE A THROUGH REVIEW CAN BE
 COMPLETED.
 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.
 A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
  
  
  
  
  
  


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