Plan Review Notes
Plan Review Notes For Permit 05071027
Permit Number 05071027
Review Stop B
Sequence Number 1
Notes
Date Text
2005-09-10 00:00:00BUILDING PLAN REVIEW
 PERMIT: 05071027
 ADD: 2211 N FLAGLER DR
 CONT: PLAN REVIEW
 OWNER: MERCO GROUP
 TEL: (561)296-3300
 ARCH: SONG & ASSOC/ JOHN STRNDBERG
  
 TEL: (561) 655-2423
  
 -PALADIO TERRACE-
  
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. THANK
 YOU FOR YOUR ANTICIPATED COOPERATION.
  
 1ST REVIEW
 ACTION: DENIED
  
 1) ALTHOUGH THERE IS A FOUNDATION PERMIT
 PLEASE SUBMIT THE FOLLOWING ITEMS SINCE
 THE FOUNDATION AND BUILDING PERMITS ARE
 STAND ALONE PERMITS.
 A) SOILS REPORT (3)
 B) THRESHOLD INSPECTION PLAN (3)
 C) THRESHOLD INSPECTOR AGREEMENT(1)
 D) NOTICE OF COMENCEMENT (1)
 E) UNITY OF TITLE
 F) PROVIDE A SITE PLAN W/ BUILDING LINE
  
 VS. THE PROPERTY LINE.
  
 2) LS0.00 CODE ANALYSIS IS MISSING:
 2A) 412.3.3 FIRE DEPARTMENT
 COMMUNICATION SYSTEM. A TWO-WAY FIRE
 DEPARTMENT COMMUNICATION SYSTEM SHALL BE
 PROVIDED FOR FIRE DEPARTMENT USE.
 IT SHALL OPERATE BETWEEN THE FIRE
 COMMAND STATION AND EVERY ELEVATOR,
 ELEVATOR LOBBY, ENTRY TO EVERY ENCLOSED
 EXIT STAIRWAY AND IN CORRIDORS.
  
 412.3.4 COMBINED SYSTEM. WHEN APPROVED,
 THE FIRE DEPARTMENT COMMUNICATIONS
 SYSTEM MAY BE COMBINED WITH THE VOICE
 ALARM SIGNALING SYSTEM.
  
 FIRE COMMAND STATION
  
 412.4.1 A FIRE COMMAND STATION FOR
 FIRE DEPARTMENT OPERATIONS SHALL BE
 PROVIDED IN A LOCATION APPROVED BY THE
 FIRE DEPARTMENT.
  
 412.4.3 A FIRE COMMAND STATION SHALL
 CONTAIN:
  
 1. CONTROLS FOR THE ONE-WAY VOICE
 ALARM SYSTEM.
  
 2. CONTROLS FOR THE TWO-WAY FIRE
 DEPARTMENT COMMUNICATION SYSTEM.
  
 3. FIRE ALARM SYSTEM ANNUNCIATOR
 PANELS.
  
 4. STATUS INDICATORS SHOWING
 LOCATION OF ELEVATORS IN THE HOISTWAYS
 AND
 SWITCHES TO SELECTIVELY TURN
 POWER TO ELEVATORS ON OR OFF.
  
 5. STATUS INDICATORS AND CONTROLS
 FOR AIR HANDLING SYSTEMS.
  
 6. CONTROLS FOR UNLOCKING ALL
 STAIRWAY DOORS SIMULTANEOUSLY.
  
 7. SPRINKLER VALVE, WATERFLOW
 DETECTOR AND FIRE PUMP DISPLAY PANELS.
  
 8. EMERGENCY POWER, LIGHT AND
 EMERGENCY SYSTEM CONTROLS AND STATUS
 INDICATORS.
  
 9. A TELEPHONE FOR FIRE DEPARTMENT
 USE WITH CONTROLLED ACCESS TO THE
 PUBLIC TELEPHONE SYSTEM.
  
 10. GENERATOR SUPERVISION DEVICES,
 MANUAL START AND TRANSFER FEATURES.
  
 PLANS INDICATE THAT THEY WILL COMPLY
 WITH FBC CHAPTER 9, SECTION 412.3 & NFPA
 72-2002. 104.2.1 W.P.B. ADMINISTRATIVE
 CODE DRAWINGS & SPECIFICATIONS SHALL
 CONTAIN INFORMATION, IN THE FORM OF
 NOTES OR OTHERWISE, AS TO THE QUALITY OF
 MATERIALS, WHERE QUALITY IS ESSENTIAL TO
 CONFORMITY WITH THE TECHNICAL CODES.
 ***************
 SUCH INFORMATION SHALL BE SPECIFIC
 AND THE TECHNICAL CODES "SHALL NOT BE
 CITED AS A WHOLE OR IN PART, NOR THE
 TERM "LEGAL" OR ITS RQUIVALENT BE USED
 AS A SUBSTITUTE FOR SPECIFIC
 INFORMATION". PLEASE PROVIDE ADDITIONAL
 INFORMATION FOR CODE COMPLIANCE.
 ***************
  
 2B)SMOKE CONTROL 412.5
 PROVIDE CODE COMPLIANCE. IF SYSTEM IS TO
 COMPLY WITH (3) 412.7.2).UNDER FIRE
 CONDITIONS, THE RETURN AND EXHAUST AIR
 SHALL BE MOVED DIRECTLY TO THE
 OUTSIDE WITHOUT RECIRCULATION TO OTHER
 SECTIONS OF THE BUILDING.THE AIR
 HANDLING SYSTEM SHALL HAVE THE
 CAPABILITY OF PROVIDING A MINIMUM OF ONE
 EXHAUST AIR CHANGE EVERY 10 MINUTES FOR
 ANY AREA WHICH MIGHT BE INVOLVED.
  
 3) LS0.03 HAS THE TERM "TOWNHOUSE"
 DESCRIBING R2 UNITS. THESE UNITS ARE
 CONDOMINIUMS NOT TOWNHOUSES. THE FL BLDG
 CODE 2001 DEFINITION OF TOWNHOUSE IS:
 202.TOWNHOUSE. A SINGLE FAMILY DWELLING
 CONSTRUCTED IN A SERIES OR GROUP OF
 ATTACHED UNITS WITH PROPERTY LINES
 SEPARATING EACH UNIT.
 IF TRUELY TOWNHOUSE CONSTRUCTION,
 PROVIDE THE RECORDED PLAT PLAN WWITH
 SEPERATE LOTS, OTHERWISE REMOVE TREM
 FROM ALL DOCUMENTS.
  
 4) CONDO UNITS 1-14 (TOWNHOUSE UNITS)
 ARE TO COMPLY WITH FAIR HOUSING MANUAL
 REVISED APRIL 1998, PAGE 1.32. BUILDINGS
 WITH ONE OR MORE COMMON ENTRANCES TO ALL
 DWELLING UNITS IN BUILDINGS WITH ONE OR
 MORE ELEVATORS. AT LEAST ONE COMMON
 ENTRANCE SHALL BE ON AN ACCESSIBLE
 ROUTE. SITE IMPRACTICABILITY TEST DOES
 NOT APPLY TO ELEVATORED BUILDINGS.
 PROVIDE ON THE LIFE SAFETY PLAN THE
 ACCESSIBLE ROUTE FROM THE ELEVATOR TO
 THESE UNITS.
  
 5) THESE UNITS ARE MISSING EXIT ACCESS
 CORRIDORS, EXIT ACCESS. THAT PORTION OF
 A MEANS OF EGRESS WHICH LEADS TO AN
 ENTRANCE TO AN EXIT.
  
 SEE MEANS OF EGRESS DEFINITIONS, MEANS
 OF EGRESS. A CONTINUOUS AND UNOBSTRUCTED
 WAY OF EXIT TRAVEL FROM ANY POINT IN A
 BUILDING OR STRUCTURE TO A PUBLIC WAY,
 CONSISTING OF THREE SEPARATE AND
 DISTINCT PARTS: (1) THE WAY OF EXIT
 ACCESS, (2) THE EXIT, AND (3) THE WAY OF
 EXIT DISCHARGE. A MEANS OF EGRESS
 COMPRISES THE VERTICAL AND HORIZONTAL
 WAYS OF TRAVEL AND SHALL INCLUDE THE
 INTERVENING ROOM SPACE, DOORS,
 CORRIDORS, PASSAGEWAYS, BALCONIES,
 STAIRS, RAMPS, ENCLOSURES, LOBBIES,
 HORIZONTAL EXITS, COURTS AND YARDS.
 PROVIDE EXIT ACCESS CORRIDORS FOR
 UNITS 1-14 COMPLING WITH TABLE 1004
 TRAVEL DISTANCES FOR R2/ SPRINKLERED
 BUILDINGS MAXIMUM TRAVEL DISTANCE OF
 325 FT TO AN EXIT.
  
 RESIDENTIAL UNITS 101-105 ARE AT
 GRADE LEVEL AND WILL NOT REQUIRE EXIT
 ACCESS CORRIDORS SINCE THEY CAN EXIT AT
 STREET LEVEL AND GO DIRECTLY TO THE WAY
 OF THE EXIT DISCHARGE.
  
 6) A0.02 NOTE# 35 CABANA CANVAS TO BE
 REMOVED AT 75MPH, STRUCTURES ARE TO BE
 DESIGNED FOR 140 MPH WIND ZONE.SEE
 FIGURE 1606.
  
 7A) A1.02C PLANS INDICATE A VALET DRIVE
 & A DROP OFF ZONE WITH A ZERO CURB
 PASSENGER DROP OFF. PROVIDE MORE
 INFORMATION ON THE DROP OFF ZONE. SHOW
 COMPLIANCE WITH FL ACCESSIBILITY FOR
 ACCESS AILSLE AT PASSENGER LOADING ZONES
 FIGURE 10 TO BE 240" LONG(ZERO CURB) AND
 60" WIDE. 11-4.1.2(1)/ 11-4.6.6.
  
 7B)A1.02NE & A1.02SE VALET DRIVE
 INDICATES "MAINTAIN 8'-0" MINIMUM
 CLEARENCE THROUGHOUT VALET DRIVE".
 11-4.6.5 VERTICAL CLEARANCE. PROVIDE
 MINIMUM VERTICAL CLEARANCE OF 114 "
 (2895 MM) AT ACCESSIBLE PASSENGER
 LOADING ZONES AND ALONG AT LEAST ONE
 VEHICLE ACCESS ROUTE TO SUCH AREAS FROM
 SITE ENTRANCE(S) AND EXIT(S).
  
 7C)11-4.1.2(7) BUILDING SIGNAGE. SIGNS
 WHICH DESIGNATE PERMANENTROOMS AND
 SPACES SHALL COMPLY WITH 11-4.30.1,
 11-4.30.4, 11-4.30.5 AND 11-4.30.6.
 OTHER SIGNS WHICH PROVIDE DIRECTION TO,
 OR INFORMATION ABOUT, FUNCTIONAL SPACES
 OF THE BUILDING SHALL COMPLY WITH
 11-4.30.1, 11-4.30.2, 11-4.30.3, AND
 11-4.30.5.ELEMENTS AND SPACES OF
 ACCESSIBLE FACILITIES WHICH SHALL BE
 IDENTIFIED BY THE INTERNATIONAL SYMBOL
 OF ACCESSIBILITY AND WHICH SHALL COMPLY
 WITH 11-4.30.7 ARE:
 11-4.1.2(7)(A) PARKING SPACES DESIGNATED
 AS RESERVED FOR INDIVIDUALS WITH
 DISABILITIES;
 11-4.1.2(7)(B) ACCESSIBLE PASSENGER
 LOADING ZONES;
 11-4.1.2(7)(C) ACCESSIBLE ENTRANCES WHEN
 NOT ALL ARE ACCESSIBLE (INACCESSIBLE
 ENTRANCES SHALL HAVE DIRECTIONAL SIGNAGE
 TO INDICATE THE ROUTE TO THE NEAREST
 ACCESSIBLE ENTRANCE);
 11-4.1.2(7)(D) ACCESSIBLE TOILET AND
 BATHING FACILITIES WHEN NOT ALL ARE
 ACCESSIBLE.
  
 7D) FOR ALL GROUPINGS OF ELEVATORS SHOW
 COMPLIANCE WITH;
 3003.4 STRETCHER REQUIREMENTS
 3003.4.1 IN ALL STRUCTURES THAT ARE
 MORE THAN THREE STORIES HIGH OR IN
 WHICH THE VERTICAL DISTANCE BETWEEN THE
 BOTTOM TERMINAL LANDING AND THETOP
 TERMINAL LANDING EXCEEDS 25 FEET (7.6 M)
 MUST BE CONSTRUCTED TOCONTAIN AT
 LEAST ONE PASSENGER ELEVATOR THAT IS
 OPERATIONAL AND WILL ACCOMMODATE AN
 AMBULANCE STRETCHER 76 INCHES (1931 MM)
 LONG AND 24 INCHES (610 MM) WIDE IN THE
 HORIZONTAL POSITION.THIS ELEVATOR
 SHALL BE IDENTIFIED.
  
 7E) 3003.3 SIGNS. A PERMANENT SIGN SHALL
 BE INSTALLED IMMEDIATELY ABOVE EACH
 HALL PUSH BUTTON STATION ON EACH FLOOR
 READING:IN FIRE EMERGENCY, DO NOT
 USE ELEVATOR.USE EXIT STAIRS.THIS
 SIGN SHALL BE LETTERS NOT LESS THAN
 1/2 INCH (12.7 MM) HIGH.
  
  
 7F)EACH ELEVATOR MUST BE MADE
 ACCESSIBLE TO PHYSICALLY HANDICAPPED
 PERSONS WITH THE FOLLOWING REQUIREMENTS:
 OF 3003.4.2 (1-3)
  
 7G) PROVIDE DETAILS HOW IN EACH GROUP OF
 2 ELEVATORS ONE WILL COMPLY WITH:
 3003.5 STANDBY POWER. IN ALL BUILDINGS
 OR STRUCTURES WHERE STANDBY POWER
 IS REQUIRED OR FURNISHED TO OPERATE AN
 ELEVATOR, THE OPERATION SHALL BE AS
 FOLLOWS:
  
 1. WHERE ONLY ONE ELEVATOR IS
 INSTALLED, THE ELEVATOR SHALL TRANSFER
 TO STANDBY POWER WITHIN 60 SECONDS AFTER
 FAILURE OF NORMAL POWER.
 2. WHERE TWO OR MORE ELEVATORS ARE
 CONTROLLED BY A COMMON OPERATING
 SYSTEM, ALL ELEVATORS MAY TRANSFER TO
 STANDBY POWER WITHIN 60 SECONDS AFTER
 FAILURE OF NORMAL POWER; OR IF THE
 STANDBY POWER SOURCE IS OF
 INSUFFICIENT CAPACITY TO OPERATE ALL
 ELEVATORS AT THE SAME TIME, ALL
 ELEVATORS SHALL TRANSFER TO STANDBY
 POWER IN SEQUENCE, RETURN TO THE
 DESIGNATED LANDING AND DISCHARGE THEIR
 LOAD.AFTER ALL ELEVATORS HAVE BEEN
 RETURNED TO THE DESIGNATED LANDING, AT
 LEAST ONE ELEVATOR SHALL REMAIN OPERABLE
 FROM THE STANDBY POWER SOURCE.
  
 8A) INDICATE COMPLIANCE WITH: VAN
 PARKING:11-4.1.2(5)(B) IN PARKING
 STRUCTURES, ONE IN EVERY EIGHT
 ACCESSIBLE SPACES, BUT NOT LESS THAN
 ONE, SHALL BE "VAN ACCESSIBLE" AND SHALL
 BE DESIGNED AS REQUIRED BY 11-4.6.3.
 THE VERTICAL CLEARANCE AT SUCH SPACES
 SHALL COMPLY WITH 11-4.6.5.ALL SUCH
 SPACES MAY BE GROUPED ON ONE LEVEL OF A
 PARKING STRUCTURE.WHEN SUCH SPACES ARE
 PROVIDED IN A PARKING STRUCTURE AND ONLY
 ONE IN EIGHT MEET THE HEIGHT REQUIREMENT
 OF 11-4.6.5 (98")AT THE PARKING SPACE
 AND ALONG AT LEAST ONE VEHICLE
 ACCESSIBLE ROUTE TO SUCH SPACES FROM
 SITE ENTRANCES AND EXITS, THEY SHALL BE
 DESIGNATED AS REQUIRED BY 11-4.6.4.
  
 9) FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 SHEETS A1.02 NORTH VALET DRIVE INDICATES
 A "TILT UP SERVICE DOOR":
  
 9A) PROVIDE DETAILS OF THIS UNIT, AND
 WHAT IT WILL BE USED FOR?
  
 9B) IT APPEARS THERE MAY BE A DISCEPANCY
 BETWEEN THE TILT UP DOOR AND THE
 UNDERGROUND PASSAGE WAY. LS0.02
 INDICATES THIS UNIT DIRECTLY OVER THE
 UNDERGROUND EXIT!LS0.01 DOESN'T INDICATE
 ANY OTHER STRUCTURE IN THIS AREA?
  
 10A) SHEET A1.02SE & A1.02NE INDICATE A
 PEDESTRAIN CROSS WALK ON THE VALET DRIVE
 AND A CROSS SECTION #6 ON A3.12. THIS
 SECTION INDICATES THIS TO BE A RAISED
 CROSS WALK RATHER THAN CURB CUTS WITH
 A DESIGNATED EGRESS LANE. SINCE THIS IS
 A ELEVATED SLAB INDICATE THE HEIGHT
 DIFFERENCE BETWEEN THE CROSS WALK AND
 ADJACENT DRIVE? IT APPEARS THE CROSS
 WALKS RAMPS MAY NOT MEET THE 1:20
 ADJOINING SLOPE REQUIREMENTS.
  
 10B)11-4.7.7 DETECTABLE WARNINGS. A CURB
 RAMP SHALL HAVE A DETECTABLEWARNING
 COMPLYING WITH 11-4.29.2.THE
 DETECTABLE WARNING SHALL EXTEND THE FULL
 WIDTH AND DEPTH OF THE CURB RAMP.
  
 10C)11-4.29.2(2) DETECTABLE WARNING
 TEXTURES ON WALKING SURFACES SHALL
 CONSIST OF EXPOSED AGGREGATE CONCRETE,
 CUSHIONED SURFACES MADE OF RUBBER OR
 PLASTIC, RAISED STRIPS, OR GROOVES.
 TEXTURES SHALL CONTRAST WITH THAT OF THE
 SURROUNDING SURFACE.RAISED STRIPS OR
 GROOVES SHALL COMPLY WITH FIGURE
 11-40(A) AND FIGURE 11-40(B).
  
 10D) BOTH SHEETS A1.02NE & A1.02SE BOTH
 INDICATE THE USE OF HORIZONTAL SLIDING
 DOORS C-0101-C & C-0101-E, 1012.4(9) 9.
 IN APARTMENT BUILDINGS, HOTELS AND
 DORMITORIES, HORIZONTAL SLIDING DOORS
 SHALL NOT BE USED ACROSS CORRIDORS.
  
 11)FL BLD CODE 104.2.1.2
 ADDITIONAL INFORMATION REQUIRED,
 SHEET A1.02 NE UNITS 18& 19 APPEAR TO
 HAVE (3) COLUMNS JUST TO THE SOUTH OF
 THESE UNITS. JUST EAST OF THESE COLUMNS
 THERE IS A GATE, THERE IS ONLY 18"
 BETWEEN THE COLUMNS AND WALL LINE. WITH
 THE GATE IN THIS PLAN IT APPEARS THAT
 THIS AREA IS TO BE USED FOR A WALKWAY?
 EXPLAIN RATIONAL?
  
 12) A1-04 HAS 2 AREAS NAMED OPEN STORAGE
 THAT ARE IN COMMON TO THE ENCLOSED
 PARKING AREAS. SEE 411.2.6 AUTOMOBILE
 PARKING GARAGES SHALL BE SEPARATED FROM
 OTHER OCCUPANCIES IN ACCORDANCE WITH
 704. PROVIDE WHAT TYPE OF STORAGE WILL
 TAKE PLACE IN THESE AREAS, RATE DOORS
 ACCORDINGLY.
  
 13) A1.04 THE REFUSE CHUTE ACCESS ROOM:
  
 13A) PLANS DO NOT INDICATE AN ACCESS
 ROOM DOOR NOR IS THERE A CUT SECTION
 PROVIDING A HORIZONTAL SECTION OF THE
 CHUTE, WALL RATINGS AND DOOR RATINGS
 .
 13B) 705.2.4.3 REFUSE CHUTES SHALL BE
 LOCATED IN ROOMS OR COMPARTMENTS
 COMPLETELY ENCLOSED BY CONSTRUCTION AND
 OPENING PROTECTIVES IN ACCORDANCE WITH
 TABLE 705.1.2. SHOW COMPLIANCE, ALSO SEE
 NFPA 82 5.2.5.3.3.THIS IS TAKEN WITH THE
 REFUSE CHUTE DOOR OPEN!!!!
  
 13C) PROVIDE DETAILS FOR FIRE SPRINKLERS
 IN ACCORDANCE WITH:
 705.2.4.6 AUTOMATIC SPRINKLERS. AN
 APPROVED AUTOMATIC SPRINKLER SYSTEM
 SHALL BE INSTALLED AT THE TOP AND AT
 ALTERNATE FLOOR LEVELS IN REFUSE AND
 LAUNDRY CHUTES AND IN THE TERMINATION
 AND INCINERATOR ROOMS.
  
 14) PLANS DO NOT HAVE A DOOR SCHEDULE .
 14A)RATED DOORS SHALL COMPLY WITH TABLE
 705.1.2
 14B) RATED DOORS ARE TO SHOW CLOSING
 DEVICES, HARDWARE, FRAMES AND SILLS
 INACCORDANCE WITH 705.1.3 AND UNDER CUT
 AS TO NFPA 80.
  
 15) PLANS DO NOT HAVE A FINISH SCHEDULE
 FOR THE COMMON AREAS.
  
 16) A1.04C THERE IS A TRUE ISSUE OF THE
 ATRIUM VERSUS THE ELEVATOR LOBBY.BY
 DEFINITION, ATRIUM. A SPACE, INTENDED
 FOR OCCUPANCY WITHIN A BUILDING,
 EXTENDING VERTICALLY THROUGH THE
 BUILDING AND ENCLOSED AT THE TOP.SINCE
 THE 3RD FLOOR IS ENCLOSED BY GLASS, THIS
 TRUELY MAKES A SHAFT SEPERATING IT FROM
 THE REST OF THE BUILDING.
 SINCE THIS IS A HIGH RISE, AND THE
 SHAFT SEPERATES THIS AREA REMOVING THE
 ATRIUM THEORY,412.6.1 CAN NOT TAKE THE
 EXEMPTION FOR ATRIUMS MAKING AN ELEVATOR
 LOBBY REQUIRED FOR FLOORS 2,3 & 4.
 16B) FOR INFORMATION AS TO SMOKE CONTROL
 FOR THE ATRIUM THE MECHANICAL PLANS
 INDICATE ON PAGE AC-01 AC-02 TO SEE
 SHEET AC-20 FOR WORK IN THIS AREA, THIS
 PAGE IS FOR THE PENTHOUSE SUITES?
 16C) PROVIDE THE AMOUNT OF CU FT OF AIR
 INCLUDED UNDER THE ATRUIM SMOKE CONTROL
 SYSTEM SEE 414.4.2 AND SHOW COMPLIANCE.
 (C)(1) LS0.03 PROVIDES THE TENANT
 SEPERATION WALLS AND OR FIRE SEPERATION
 WALLS. 414.5 ATRIUM SPACES SHALL
 SEPERATED FROM ADJACENT SPACES BY A
 1-HR FIRE SEPERATION WALL. THE
 MECHANICAL PLAN DOESN'T INDICATE ANY
 FIRE DAMPERS SO THESE AREAS?
 16D) PROVIDE INFORMATION FOR AUTOMATIC
 FIRE DETECTION IN ACCORDANCE WITH
 414.6.1 SPOT-TYPE DETECTORS OR BEAM
 DETECTORS.
 16D) PROVIDE INFORMATION, 414.7 STANDBY
 POWER. ALL EQUIPMENT REQUIRED TO PROVIDE
 SMOKE CONTROL SHALL BE CONNECTED TO A
 STANDBY POWER SYSTEM IN ACCORDANCE WITH
 412.7.
 16E) 414.10 INTERIOR FINISH. THE
 INTERIOR FINISH OF WALLS AND CEILINGS OF
 THE ATRIUM SHALL NOT EXCEED CLASS B WITH
 NO REDUCTION IN CLASS FOR SPRINKLER
 PROTECTION.
 16F) PLEASE PROVIDE AREA CALCULATIONS
 FOR THE FIRST FLOOR OF THE ATRIUM AND
 THE MEZZANINE LEVEL 503.2.3.2.
 16G) MEZZANINE LEVEL MUST MEET THE
 REQUIREMENTS OF 1005.7.3 THE SPACE
 BENEATH THE MEZZANINE MAY BE ENCLOSED
 PROVIDEDTHE ENCLOSED SPACE IS
 PROTECTED THROUGHOUT WITH A SMOKE
 DETECTION SYSTEM IN ACCORDANCE WITH NFPA
 72 WHICH SOUNDS AN ALARM IN THE
 MEZZANINE.
  
 17) A1.04C THE STAIR TOWERS TO THE LEFT
 AND RIGHT OF THE CENTER ASSEMBLY AREA
 HAVE EXIT ACCESS CORRIDORS WITH DOORS
 # 0302 N&S. WHAT IS THIS ROOM TO BE USED
 FOR. IF THIS IS SHAFT INDICATE SUCH.
 ALSO NO DOOR SCHEDULE TO INDICATE
 RATING.
  
 18) THESE SAME STAIR TOWERS INDICATE A
 CIRCLE AND SQUARE IN THE LANDINGS OF THE
 STAIR TOWER BUT NOT SHOWN ON THE
 ENLARGED PLANS A5.07 & A5.08?
  
 19) A1.04 INDICATES A HEALTH CLUB NO
 WALLS NOR DOORS SHOW RATINGS.A 5.15
 PROVIDES ELEVATIONS BUT NO CROSS SECTION
 SHOWING COMPLIANCE WITH A 2HR SHAFT.
  
 20) A1.04NE :
 A) ELEVATOR LOBBY# 7 HAS SOME
 UNIDENTIFIED ITEM WITH A DOOR IN LOBBY?
 B) THERE IS NO ELEVATOR LOBBY DOOR
 SEPERATING THE LOBBY FROM THE REST OF
 THE FLOOR.
 C) TELEPHONE ROOM APPEARS TO HAVE NO
 DOOR IT APPEARS TO HAVE THE REFUSE CHUTE
 IN THE SAME ROOM?
 D) ELEVATOR TOWERS# 3&5 INDICATES 2
 DISTINCT ELEVATOR LOBBIES BUT ENTRANCE
 IS ONLY ON ONE SIDE?
 E) IN FRONT OF UNIT 0317 THERE IS A
 AREA THAT APPEARS TO BE A SHAFT?NO
 DETAILS OR CUT SECTIONS TO INDICATE
 USAGE.
  
 21) A1.04 NW :
 A) THERE APPEARS TO BE A PASSENGER
 LOADING ZONE IN THE GARAGE JUST SOUTH OF
 ELEVATOR# 7, PROVIDE PASSENGER LOADING
 ZONE, AND ACROSS ELEVATION SECTION
 INDICATING CLEAR HEIGHT.
 B) NORTH END OF THE PARKING GARAGE HAS
 AN OPEN STORAGE AREA, THERE IS NO
 OCCUPANCY SEPERATION BETWEEN THE GARAGE
 AND STORAGE OCCUPANCY. SEE 411.2.6
 C) THE OPEN STORAGE AREA, WHAT TYPE OF
 STORAGE WILL THIS BE TO CONSIDER RATING
 OF WALLS & DOORS.
 C) AREA NOT LABELED JUST SOUTH OF
 COLUMN LINE W-37, PLEASE PROVIDE USAGE?
  
 22) A1.04SE AGAIN IT APPEARS THE THE
 ELEVATOR LOBBIES SHOULD HAVE ELEVATOR
 LOBBY DOORS , SAME OBJECT APPEARS
 UNIDENTIFIED OBJECT.
  
 23) A1.04SW/ A1.04NW THERE IS A WALKWAY
 THAT BACKS UP AGAINST THE VARIOUS
 SOCALLED (TOWNHOUSE) UNITS, IT APPEARS
 TO BE A CROSSWALK OR MEANS OF EGRESS,
 REQUIRING A 44" PATH, THE COLUMNS STICK
 OUT CUTTING OF ABOUT 1/2 OF THE PATH OF
 TRAVEL.
  
 24) A1.04P1:
 A) THE SOUTH END OF THE PARKING GARAGE
 APPEARS TO HAVE OPEN STORAGE, PROVIDE
 OCCUPANCY SEPERATION RATED WALLS AND
 DOORS. 411.2.6.
 B) PROVIDE INFORMATION FOR THE STEEL
 CABLE BARRIER SYSTEM TO WITHSTAND THE
 REQUIREMENTS IN 1608.2.3 GUARDRAIL
 PARKING.
  
 25) A1.05C :
 A) CLARIFY, PLANS INDICATE AN ELEVATOR
 LOBBY & INDICATE A STORAGE AREA NO WALLS
 OR OCCUPANCY SEPERATION?
 B) RATING OF ELEVATOR DOOR TO KITCHEN,
 WHAT WILL THIS DOOR BE USED FOR?NO NAME
 ON PLANS.
 C) COVERED TERRACE THE OCCUPANT LOAD IS
 GREATER THAN 50 REQUIRING A 2 HR
 SEPERATION.
  
 26) A1.05NE UNITS DO NOT HAVE EGRESS TO
 STAIR TOWER WITHOUT TRAVEL THROUGH THE
 ELEVATOR LOBBIES SEE 412.6.2. THE
 BEDROOM TERRACE LEVEL, LOCKABLE DOORS,
 1001.1.3, 1012.4 FOR HORIZONTAL SLIDERS
 PARTOF A MEANS OF EGRESS. UNIT 512 OK
 UNITS THAT DO NOT COMPLY 513,514, 515,
 516 & 517.
  
 27 DOOR/ROOM 436 USAGE?
  
 28) A1.05SE UNITS DO NOT HAVE EGRESS TO
 STAIRS WITHOUT TRAVEL THROUGH THE
 ELEVATOR LOBBY, UNITS 411, 410, 409, 408
 & 404. LOCKABLE DOORS 1001.1.3 AND USE
 OF HORIZONTAL SLIDERS 1012.4
  
 29) WHEN TENANTS ARE AT THE POOL DECK
 WILL THE EXIT PASSAGEWAYS ALLOW ENTRENCE
 BACK INTO THE BUILDING?
  
 30) A1.05SW:
 A) ROOM JUST NORTH OF THE POOL
 COLLECTOR TANKS, USAGE?
 B) STAIRWAY ( DOOR 401) WHAT WILL THE
 VACANT SPACE BE USED FOR WITHIN THE
 STAIR TOWER?
 B) MAIN POOL AREA, SOUTH END THE CHANGE
 IN GRADE IS GREATER THAN 6" GUARD RAILS
 OR EDGE TREAMENT SO A WHEELCHAIR COULD
 NOT JUST ROLL OVER INTO THE STEPPED
 GRASSED AREAS.
 C) DECK DRAINS OR GRATES SEE 11-5.4.5.
 D) CUT SECTION @ STAIRS 03/A6.11 NO
 HANDRAIL GUARDRAIL FOR STAIRS.
 E) NOTE STATE STATUTE FOR "EFFECTIVE
 BARRIER FOR THE PUBLIC POOLS/ SPAS
 D.O.H.64E-9.
 F) NOTE PUBLIC POOLS & SPAS
 13-412.1ABCD.2.4.2 COVERED POOLS
  
 31) A1.05 P1/P2 CABANA NOTE- SHALL BE
 DESIGNED TO 140 MPH WIND, 3 SECOND GUST.
  
 32)A1.06NE
 A) DETAIL 08/A6.14 THE BLOCK WORK THAT
 ABUTTS STRUCTURAL COLUMNS, WHAT TYPE OF
 HORIZONTAL TIE IN SYSTEM WILL BE USED/
 B) SAME SECTION INDICATES THE USE OF
 VERTICAL REBAR IN THE BLOCK CELLS NEXT
 TO OPENINGS, HOW WILL THE REINFORCING
 RODS TIE INTO THE SLAB ABOVE FOR THE
 HORIZONTAL AND VERTICAL REINFORCEMENT &
 TRANSFER OF WALL AND WINDOW/ DOOR
 LOADING?
 THIS HOLDS TRUE FOR ALL SIMILAR LOADING
 ISSUES.
  
 33) A1.06NE THIS COMMENT WILL EFFECT
 MOST OF THE STAIRWELL, (EXITS) WITHIN
 THE BUILDING. THE PLANS INDICATE A EXIT
 DOOR THAT LEADS DIRECTLY FROM THE CONDO
 UNIT INTO THE SMOKEPROOF EXIT ENCLOSURE.
 THE INTENT IS TO HAVE AN EXIT THAT
 DOESN'T TRAVEL THROUGH THE ELEVATOR
 LOBBY.THE CODE SECTION THAT DOESN'T
 ALLOW HABITABLE ROOMS TO EMPTY DIRECTLY
 INTO THE EXIT IS:
  
 1005.6.7 ACCESS TO THE STAIRWAY SHALL BE
 BY WAY OF A VESTIBULE OR BY WAY OF AN
 OPEN EXTERIOR BALCONY OF NONCOMBUSTIBLE
 MATERIALS.
 EXCEPTION: ACCESS BY WAY OF A
 VESTIBULE WHEN THE STAIRWAY MEETS THE
 REQUIREMENTS OF 1005.6.9.2 (1-3),
 1005.6.9.9 AND 1005.6.9.10 & IS LOCATED
 IN A FULLY SPRINKLEREDBUILDING.
 PLEASE INDICATE COMPLIANCE. UNITS SUCH
 AS 1615 ON SHEET A1.08NE CAN NOT MAKE
 THE ROOM CONTAINING THE SECOND EXIT A
 LOCKABLE ROOM SUCH AS A BEDROOM.
  
 34) A1.10 NE LEVEL 18 SHOWS A STAIR
 WITHIN THE UNIT GOING TO THE NEXT LEVEL
 BUT THERE IS NO FLOOR PLAN INDICATEING
 WHAT IS ON THIS LEVEL? A1.11NE DOES
 INDICATE A ROOF PLAN FOR THE NEXT LEVEL,
 IT APPEARS THIS IS THE ELEVATOR MACHINE
 ROOM LEVEL. DOES THE STAIR BELOW SERVICE
 THE ELEVATOR MACHINE ROOM?
  
 35) A1.11SE THE SAME SITUATION APPEARS
 WITH THE EXCEPTION OF CIRCULAR
 STAIRS.PLEASE PROVIDE A FLOOR PLAN FOR
 THIS LEVEL.
  
 36) PROVIDE THE DRAFT WIND PRESSURE
 REPORTCOMPLETED BY RWDI CONSULTING
 ENGINEERS, IT APPEARS THE NEGATIVE
 PRESSURES ARE LOW.
 1606.1.1 DETERMINATION OF WIND FORCES.
 WIND FORCES ON EVERY BUILDING OR
 STRUCTURE SHALL BE DETERMINED BY THE
 PROVISIONS OF CHAPTER 6 OF ASCE 7-98.
 THE SIMPLIFIED FORM WILL NOT WORK ON
 THIS BUILDING BECAUSE OF HEIGHT AND THE
 SHAPE OF THE BUILDING.
  
  
 37) A3.04A/ A3.05A INDICATES A
 STRUCTURAL STEEL AND GLASS SKYLIGHT TO
 BE USED SHOW COMPLIANCE WITH:
 A)13-104.4.5 FENESTRATION ENERGY RATING
 LABELS. ENERGY PERFORMANCE VALUES (I.E.,
 U-FACTOR, SOLAR HEAT GAIN COEFFICIENT)
 OF FENESTRATION PRODUCTS (I.E., WINDOWS,
 DOORS AND SKYLIGHTS) SHALL BE DETERMINED
 BY AN ACCREDITED, INDEPENDENT LABORATORY
 AND LABELED AND CERTIFIED BY THE
 MANUFACTURER.
 B) 1604.3 CONCENTRATED FLOOR LIVE LOADS
 SKYLIGHT RIBS 200 LBS
 C) MUST MEET SMALL MISSLE IMPACT
 TESTING 30'-60' FROM THE GROUND.
 D) 1707.4.2.1.1 TEST AND LABELING OF
 SKYLIGHTS. EXTERIOR SKYLIGHTS SHALL BE
 TESTED BY AN APPROVED INDEPENDENT
 TESTING LABORATORY, AND SHALL BE LABELED
 WITH AN APPROVED LABEL IDENTIFYING THE
 MANUFACTURER, PERFORMANCE
 CHARACTERISTICS AND APPROVED PRODUCT
 EVALUATION ENTITY TO INDICATE COMPLIANCE
 WITH THE REQUIREMENTS OF THE FOLLOWING
 SPECIFICATION: AAMA/WDMA 1600/IS7,
 VOLUNTARY SPECIFICATION FOR SKYLIGHTS OR
 TAS 202 (HVHZ SHALL COMPLY WITH TAS 202)
 E)2405.3.2 SLOPED GLAZING.GLASS SLOPED
 MORE THAN 15 DEGREES (0.26 RAD)
 FROM VERTICAL IN SKYLIGHTS, SUNSPACES,
 SLOPED ROOFS AND OTHER EXTERIOR
 APPLICATIONS SHALL BE CHOSEN TO RESIST
 THE APPLICABLE LOADS FOR COMPONENTS
 AND CLADDING.THE ALLOWABLE COMBINED
 LOAD FOR THE GLASS SHALL BE DETERMINED
 IN ACCORDANCE WITH ?2405.3.2.1 THROUGH
 ?2405.3.2.3.
  
 38) PROVIDE DETAILS FROM THE PRE-CAASST
 SPECIALTY ENGINEER HOW SYSTEM ISTO BE
 ASSEMBLED. WHAT TYPE MATERIAL IS TO BE
 USED, FORCES TO BE RESISTED, UPLIFT,
 LATERAL LOADS AND GRAVITY LOADS.
  
 39) A3.09 DETAIL# 2FL BLD CODE
 104.2.1.2 ADDITIONAL INFORMATION
 REQUIRED, PROVIDE INFORMATION ON THE
 TENSILE FABRIC & CANOPY STRUCTURE.
  
 40)*******VERY IMPORTANT NOTE***********
 *************FOR CONTRACTOR************
 PRODUCT APPROVALS SUBMITTED WITH PERMIT
 APPLICATION AFTER OCTOBER 1, 2003 ARE
 REQUIRED TO COMPLY WITH THE FLORIDA
 PRODUCT APPROVAL SYSTEM. FOR INFORMATION
 PLEASE SEE THE STATE WEBSITE AT
 WWW.FLORIDABUILDING.ORG. PRODUCTS WITH
 STATEWIDE APPROVAL ARE REQUIRED TO BE
 SUBMITTED WITH A COVER SHEET THAT LISTS
 THE PRODUCT IDENTITY NUMBER FROM THE
 STATE. IF THE PRODUCT DOES NOT HAVE
 STATEWIDE APPROVAL, SUBMIT AN APPLICA-
 TION FOR LOCAL PRODUCT APPROVAL OR SITE
 SPECIFIC FORM PER RULE 9B-72. SEE
 ATTACHMENT. WWW.FLORIDABUILDING.ORG
  
 41) FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
 A) WINDOWS FIXED, STOREFRONT, OPERTABLE
 PASS THROUGHS OR GLASS BLOCK
 B)EXTERIOR DOORS, SOLID, SWING, GLAZED
 SLIDERS ROLL UP
 C) MULLIONS BOTH VERTICAL & HORIZONTAL
 D) SKYLIGHTS
 E) EXTERIOR VENTS OR LOUVERS
 F) EXTERIOR GUARDRAILS
 G) PANEL WALL SYSTEMS: SOFFITS, EFIS
 SYSTEMS, DENSEGLASS
 H) LOUVERS
 I) ROOFING PRODUCTS/ ASSEMBLIES
  
 42)1707.4.4.1 ANCHOR REQUIREMENTS:
 WINDOW & DOOR ASSEMBLIES SHALL BE ANCHOR
 ED IN ACCORDANCE WITH THE PUBLISHED
 MANUFACTURER'S RECOMMENDATIONS TO
 ACHIEVE THEDESIGN PRESSURE SPECIFIED.
 SUBSTITUTE ANCHORING SYSTEM USED FOR
 THE SUBSTRATE NOT SPECIFIED BY THE
 FENESTRATION MANUFACTURER SHALL PROVIDE
 EQUAL OR GREATER ANCHORING AS DEMONSTRA-
 TED BY ACCEPTED ENGINEERING PRACTICES.
  
 43)1707.4.5.2 MULLIONS SHALL BE DESIGN-
 ED TO TRANSFER THE DESIGN PRESSURE LOADS
 APPLIED BY THE WINDOW OR DOOR ASSEMBLIES
 TO THE ROUGH OPENING SUBTRATE.
  
 44) 1707.4.5.1 MULLIONS OCCURRING
 BETWEEN INDIVIDUAL WINDOW AND GLASS
 DOOR ASSEMBLIES. TESTING REPORTS ARE
 REQUIRED BY AN APPROVED STATE TESTING
 LABORATORY OR BE ENGINEERED. IF TO BE
 USED IN CONJUNCTION WITH GLAZED UNITS
 WITH LARGE MISSLE TESTING THE MULLION
 ALSO REQUIRES LARGE MISSLE TESTING.
  
 45) A3.10 DETAIL# 2 INDICATES ATTACHMENT
 OF LIMESTONE VENEER, PROVIDE THE WEIGHT
 PSF, METHOD OF ATTACHMENT, SPACING OF
 FASTENERS SEE SECTION 1403 FOR VENEER
 WALLS .
  
 46) A4.00 DETAIL# 3 PROVIDES A DETAIL
 FOR SOFITS AND DROPPED CEILING. THE PLAN
 DOES NOT INDICATE HOW OFTEN THE TOP
 PLATE IS TO BE SECURED TO THE CONCRETE
 DECK NOR DOES THE DETAIL INDICATE WHAT
 THE LIMITATION IS FOR BRACING AT THE MID
 SPAN. THE PLAN DOESN'T INDICATE WHAT
 CENTERS THE FRAMING IS TO BE PLACED OR
 SCREW ATTACHMENT.
  
 47) A4.00 DETAIL # 5 INDICATES THE USE
 OF WOOD BUCKS. 609.2.1 TYPE I AND TYPE
 II CONSTRUCTION. PARTITIONS SHALL BE
 CONSTRUCTEDOF NONCOMBUSTIBLE
 MATERIALS.EXCEPTIONS: 1. FRAMING MEMBERS
 MAY BE OF FIRE RETARDANT TREATED WOOD.
  
 48) DETAIL# 2 INDICATES THE USE OF EFIS
 TRIM, SEE 1404.1.1 TYPE I BUILDINGS THAT
 ARE NOT OVER 3 STORIES OR 40' MAY HAVE
 TYPE VI TRIM.
  
 49) A6.01 RAILING DETAIL INDICATES TWO
 INCHES CLEAR FROM THE BOTTOM RAIL TO THE
 DECK.1015.3 OPENINGS. A BOTTOM RAIL OR
 CURB SHALL BE PROVIDED THAT WILL REJECT
 THE PASSAGE OF 2-INCH (51 MM) DIAMETER
 SPHERE.
  
 50) A6.06 MAIN GLASS CANOPY, PROVIDE
 INFORMATION ON THE CANOPY SYSTEM. ALSO
 PROVIDE INFORMATION ON THE GLAZING
 SYSTEM INDICATING COMPLIANCE WITH
 2407.2.1 ALLOWABLE GLAZING MATERIALS.
  
 51) A6.08 DETAI# 19 MAIN LOBBY
 HORIZONTAL SLIDING DOORS, PROVIDE THE
 MANUFACTURER SPECS FOR CODE COMPLIANCE
 WITH 1012.4 (1-9)
  
 52)SHEET AC-02:
 52A) THERE APPEARS TO BE A DESCREPANCY
 BETWEEN AC-02 NORTH END OF BUILDING
 WHERE THE INTAKE LOUVERS ARE INDICATES
 THIS TO BE AN ELECTRICAL ROOM VS A1.03
 WHICH CALLS FOR OPEN STORAGE. OCCUPANCY
 SEPERATION FROM THE PARKING GARAGE.
 52B) THE SAME SITUATION IS ON THE SOUTH
 END OF THE PARKING GARAGE WITH THE EF
 23,24,& 25. PROVIDE A SECTION THROUGH
 THIS AREA AND THE OPEN AREA TO THE
 SOUTH.
  
 53) THE SAME ISSUES AS 52 BUT ON AC-03.
  
 54) P-2 INDICATES PLUMBING IN THE EXIT
 TOWERS, TOWER 5 STAIR A, TOWER8 STAIR A.
 1006.1.3.1 PENETRATIONS INTO OPENINGS
 THROUGH A STAIRWAY ENCLOSURE ASSEMBLY
 ARE PROHIBITED EXCEPT FOR REQUIRED EXIT
 DOORS, DUCTWORK AND EQUIPMENT NECESSARY
 FOR INDEPENDENT STAIR PRESSURIZATION,
 SPRINKLER PIPING, STANDPIPES AND
 ELECTRICAL CONDUIT SERVING THE
 STAIRWAY AND TERMINATING AT A STEEL BOX
 NOT EXCEEDING 16 SQ IN. (0.010 M^2).
 SUCH PENETRATIONS SHALL BE PROTECTED IN
 ACCORDANCE WITH ?705.4.THERE SHALL BE NO
 PENETRATIONS OR COMMUNICATING OPENINGS,
 WHETHER PROTECTED OR NOT, BETWEEN
 ADJACENT STAIR ENCLOSURES.
  
 55)P-13 INDICATES A 4" RAIN WATER LITER
 IN EXIT NOTE "TO BUILD 2HR SOFFIT W/
 ACCESS PANEL". 1006.1.4 THERE SHALL BE
 NO USABLE SPACE WITHIN AN EXIT ENCLOSURE
  
 56) 1016.4 STAIR IDENTIFICATION. AN
 APPROVED SIGN SHALL BE LOCATED AT EACH
 FLOOR LEVEL LANDING IN ALL ENCLOSED
 STAIRWAYS OF BUILDINGS FOUR OR MORE
 STORIES IN HEIGHT.THE SIGN SHALL
 INDICATE THE FLOOR LEVEL AND THE
 AVAILABILITY OF ROOF ACCESS FROM THAT
 STAIRWAY AND AN IDENTIFICATION OF THE
 STAIRWAY.THE SIGN SHALL ALSO STATE THE
 FLOOR LEVEL OF AND DIRECTION TO
 EXIT DISCHARGE.THE SIGN SHALL BE
 LOCATED APPROXIMATELY 5 FT (1524 MM)
 ABOVE THE FLOOR LANDING IN A POSITION
 WHICH IS READILY VISIBLE WHEN THE
 DOOR IS IN THE OPEN OR CLOSED POSITION.
  
 57) 412.8.1 ALL STAIRWAY DOORS WHICH ARE
 TO BE LOCKED FROM THE STAIRWAY SIDE
 SHALL HAVE THE CAPABILITY OF BEING
 UNLOCKED SIMULTANEOUSLY WITHOUT
 UNLATCHING UPON A SIGNAL FROM THE
 CENTRAL CONTROL STATION.THE DOORS
 SHALL BE SIMILARLY UNLOCKED UPON
 ACTIVATION OF THE SPRINKLER SYSTEM OR
 UPON POWER FAILURE.
  
 412.8.2 TELEPHONE OR OTHER TWO-WAY
 COMMUNICATIONS SYSTEMS CONNECTED TO AN
 APPROVED EMERGENCY SERVICE WHICH
 OPERATES CONTINUOUSLY SHALL BE
 PROVIDED AT NOT LESS THAN EVERY FIFTH
 FLOOR IN EACH REQUIRED STAIRWAYWHERE
 OTHER PROVISIONS OF THIS CODE PERMIT THE
 DOORS TO BE LOCKED.
  
 58) PROVIDE SIGNAGE AS REQUIRED BY
 11-4.30 OF FL ACCESSIBILITYAS WELL AS
 FAIRHOUSING ANSI 117.1 703 FOR STAIRS
 AND OTHER REQUIRED ELEMENTS.
  
 59) **STRUCTURAL WIND DESIGN LOADS**
 SHEET S0.02 INDICATE THE WIND DESIGN IS
 TAKEN FROM ASCE7-98 WITH A "EXPOSURE "C"
 THE PRESSURES ARE LOW FOR A BUILDING OF
 OVER 185'. TABLES FROM ASCE 7-88 FOR
 180' BUILDING FOR END ZONES INDICATE
 139.1 FOR END ZONES ON A TRIBUTARY AREA
 OF 20', WHY ARE THE PRESSURES SO LOW
 PROVIDE CALCULATIONS. WE LOOK FOR WINDOW
 AND DOOR PRESSURES +/- FOR OPENINGS IN
 BOTH, END ZONES AS WELL AS THE INTERIOR
 ZONES & THEIR TRIBUTARY AREA. THIS IS
 CRUCIAL INFORMATION REQUIRED FOR THE
 CONTRACTORS TO PROVIDE THE CORRECT
 WINDOW OR DOOR FOR THE REQUIRED
 PRESSURES.
  
 60) SHEET S0.02 INDICATES WORK NOT
 COVERED BY THE ENGINEER OF RECORD WITH
 NOTE 7825 SPECIALTY ENGINERED ITEMS,
 THE ITEMS THAT COMPOSE COMPONENTS AND
 CLADDING TO ENCLOSE THE BUILDING WILL
 NEED TO SUPPLY TECHNICAL DATA FOR THE
 BUILDING TO BE PERMITTED.ADDITIOAL
 INFORMATION REQUIRED. FL BLD CODE
 104.2.1.2*OTHER SPECIALTIES AS THE POOL
 WILL BE PERMITTED SEPERATELY.
  
 61) STRUCTURAL SHEET S4.05 HAS A NOTE
 ABOUT HDS SEE NOTES, WHERE? CONCERNS
 ABOUT 707.1 CONCEALED SPACES IN TYPES I,
 II AND IV CONSTRUCTION.COMBUSTIBLES
 SHALL NOT BE PERMITTED IN CONCEALED
 SPACES OF TYPES I, II OR IV
 CONSTRUCTION.
  
 62) DEALS WITH THE REQUIEMENTS FOR FIRE
 RESISTANCY IN TABLE 600 FOR A TYPE I
 BLDG. COLUMNS SUPPORTING MORE THAN 1
 FLOOR REQUIRE A 4 HR RATING. SUPPORTING
 1FLOOR ONLY A 3 HR RATING. TABLE 709.2.4
  
 PROVIDES THE MINIMUM DIMENSION FOR THE
 FIRE RATED COLUMNS PROVIDE THE TYPE OF
 CONCRETE TO BE USED, THEN MINIMUM FIRE
 RESISTANCY OF COLUMNS CAN BE VERIFIED.
 PLEASE NOTE ON S6.01, S6.02 & S6.03.
  
 63) S6.02 IDENTIFIES THE DIFFERENT TYPES
 OF HOOPS TO BE USED BY CONFIGURATION.
 PLEASE PROVIDE THE DIMENSIONS FOR THE
 MINIMUM REQUIRED COVERAGE OF STEEL IN
 709.2.4.2.
  
 64) A5.07-A5.13 SSTAIR TOWERS STAIRS TO
 COMPLY WITH1007.1.2 STAIRWAYS LOCATED
 IN A REQUIRED FIRE RESISTANT ENCLOSURE
 SHALL HAVE CLOSED RISERS.
  
 65) PLANS TO INDICATE COMPLIANCE WITH:
 1015.3 OPENINGS. OPEN GUARDRAILS SHALL
 HAVE INTERMEDIATE RAILS OR ORNAMENTAL
 PATTERN SUCH THAT A 4-INCH (102 MM)
 DIAMETER SPHERE CANNOT PASS THROUGH ANY
 OPENING UP TO A HEIGHT OF 34 INCHES.A
 BOTTOM RAIL OR CURB SHALL BE PROVIDED
 THAT WILL REJECT THE PASSAGE OF 2-INCH
 (51 MM) DIAMETER SPHERE.
 EXCEPTIONS:
 1. A 6 INCH (152 MM) SPHERE SHALL NOT
 PASS THROUGH THE TRIANGULAR OPENING
 FORMED BY A TREAD, RISER AND BOTTOM OF A
 GUARDRAIL.
  
  
 THE ANSWERS TO THE LISTED QUESTIONS
 ABOVE MAY RESULT IN MORE QUESTIONS IN
 THE NEXT REVIEW.
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved