Plan Review Details - Permit 09010006
Plan Review Stops For Permit 09010006
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2009-01-21 Cont ID  
Sent By jwitmer Date 2009-01-21 Time 10:23 Rev Time 40.00
Received By jwitmer Date 2009-01-21 Time 10:23 Sent To  
Notes
2009-01-21 10:43:50319 CLEMATIS ST.
 COMEAU, A RENAISSANCE HOTEL
  
 BUILDING PLAN REVIEW
 PERMIT: 09010006
 ADD: 319 CLEMATIS ST
 CONT: PLAN REVIEW/ DAVID MILLER
 TEL: (561)358-4439
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2007 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 REVIEW
 ACTION: DENIED
  
 1A) INFORMATIONAL: WHEN RESUBMITTING PLANS PLEASE
 INDICATE THE REVISION & REMOVE & 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.
  
 1B) INFORMATIONAL: PLEASE SUBMIT 2 OF ALL SURVEYS,
 PLANS, REPORTS, REVISIONS , PRODUCT APPROVALS AND OR
 SUBMITTALS FOR REVIEW FOR PERMIT. IF YOUR PROJECT WILL
 REQUIRE A RESIDENT INSPECTOR OR IF YOUR PROJECT IS A
 THRESHOLD BUILDING REQUIRING A THRESHOLD INSPECTOR THEN
 (3) THREE SETS OF ALL SAID DOCUMENTS WILL BE REQUIRED
 FOR PERMIT ISSUANCE. 106.1* /2004 SUBMITTAL DOCUMENTS
 WEST PALM BEACH ADMINISTRATIVE CODE.
  
 1C) INFORMATIONAL 106.1.1* W.P.B. ADMINISTRATIVE
 CODE/2004 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 TO THE TECHNICAL CODES "SHALL NOT BE
 CITED AS A WHOLE OR IN PART, NOR THE TERM "LEGAL" OR
 ITS EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC
 INFORMATION". CONSTRUCTION DOCUMENTS SHALL BE
 SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND
 EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT IT
 WILL CONFORM TO THE PROVISIONS OF THIS CODE AND
 RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS
 DETERMINED BY THE BUILDING OFFICIAL.
  
 1D ) INFORMATIONAL FL S S 713.13 NOTICE OF
 COMMENCEMENT, TO BE FILED WITH THE CLERK OF THE COURT.
 NOTE: 713.13(2) IF THE WORK DESCRIBED IN THE NOTICE OF
 COMMENCEMENT IS NOT ACTUALLY COMMENCED WITHIN 90 DAYS
 AFTER THE RECORDING THEREOF, SUCH NOTICE IS NULL &
 VOID. NOTE: 713.13(6) THE POSTING OF THE NOTICE OF
 COMMENCEMENT AT THE CONSTRUCTION SITE BEFORE THE FIRST
 INSPECTION.
  
 1E) INFORMATIONAL: PLANS SUBMITTED FOR PERMIT (FIRST
 TIME REVIEW) AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO
 THE 2004 FBC BUILDING WITH THE 2007 SUPPLEMENTS. PLANS
 SUBMITTED FOR A PERMIT APPLICATION ON OR AFTER MARCH 1,
 2009 WILL BE REVIEWED UNDER THE 2007 FBC BASE CODE.
 NOTE MAJOR WORKING DRAWINGS OR PLAN REVIEWS THAT HAVE
 NOT BEEN CONVERTED OVER TO A PERMIT APPLICATION BY THE
 END OF FEBRUARY 27TH WILL BE REVIEWED UNDER THE 2007
 FBC.
  
 1F) (2004 FBC) 106.1.1 INFORMATION ON CONSTRUCTION
 DOCUMENTS. CONSTRUCTION DOCUMENTS SHALL BE OF
 SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE &
 EXTENT OF THE WORK PROPOSED & SHOW IN DETAIL THAT IT
 WILL CONFORM TO THE PROVISIONS OF THIS CODE AND
 RELEVANT LAWS, ORDINANCES, AND RULES AND REGULATIONS AS
 DETERMINED BY THE BUILDING OFFICIAL.
  
 2) ) THE PLANS THAT ARE CURRENTLY UNDER REVIEW WERE
 BROUGHT IN AS A MAJOR WORKING DRAWING REVIEW BEFORE
 PLANS ARE TO BE BROUGHT IN AS A PERMIT APPLICATION
 PLEASE HAVE THEM STAMPED BY HISTORIC PRESERVATION
 DIVISION INDICATING THERE APPROVAL.
  
 3) 2004 EXISTING BUILDING CODE CHAPTER 10, 1005.1.
 STRICT COMPLIANCE, 1005.2 COMPLIANCE OPTIONS AND
 1005.3. PLEASE REVIEW THESE CODE SECTIONS AND INDICATE
 WHICH OF THE LIFE SAFETY AND PROPERTY CONSERVATION
 OPTIONS SHALL BE PROVIDED IN ACCORDANCE WITH ONE OF THE
 FOLLOWING OPTIONS 1-3. PLEASE PROVIDE DOCUMENTATION FOR
 CODE COMPLIANCE FOR THE LISTED CODE SECTIONS ABOVE.
  
 4) 2004 EXISTING BUILDING CODE CHAPTER 10, 1006.1.
 INVESTIGATION AND EVALUATION REPORT.
 AN HISTORIC BUILDING UNDERGOING ALTERATION OR CHANGE OF
 OCCUPANCY SHALL BE INVESTIGATED AND EVALUATED. IF IT IS
 INTENDED THAT THE BUILDING MEET THE REQUIREMENTS OF
 THIS CHAPTER, A WRITTEN REPORT SHALL BE PREPARED AND
 FILED WITH THE BUILDING OFFICIAL BY A
 FLORIDA-REGISTERED ARCHITECT OR ENGINEER. SUCH REPORT
 SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF SECTIONS
 4.3.1.2 THROUGH 4.3.2 OF NFPA 914, CODE FOR FIRE
 PROTECTION OF HISTORIC STRUCTURES AND SHALL IDENTIFY
 EACH REQUIRED SAFETY FEATURE THAT IS IN COMPLIANCE WITH
 THIS CHAPTER AND WHERE COMPLIANCE WITH THIS OR OTHER
 CHAPTERS WOULD BE DAMAGING TO THE CONTRIBUTING HISTORIC
 FEATURES. IN ADDITION, THE REPORT SHALL DESCRIBE EACH
 FEATURE THAT IS NOT IN COMPLIANCE AND DEMONSTRATE HOW
 THE INTENT OF THE PROVISIONS OF THIS OR OTHER CHAPTERS
 ARE COMPLIED WITH IN PROVIDING AN EQUIVALENT LEVEL OF
 SAFETY. PLEASE PROVIDE COMPLIANCE WITH THIS SECTION.
  
 NOTE: SINCE WE HAVE NOT RECEIVED ANY INFORMATION
 CONCERNING COMMENT 3 NOR COMMENT 4 THIS REVIEW WILL BE
 COMPLETED AS 2004 EXISTING BUILDING CODE CHAPTER 8
 CHANGE IN OCCUPANCY AND CHAPTER 9 ADDITIONS. TABLE
 812.4.1 HAZARD CATEGORIES & CLASSIFICATION LIFE SAFETY
 & EXITS PLACES THIS BUILDING INTO A HIGHER HAZARD GROUP
 FROM A BUSINESS (4) TO A R-1 (3) OR HIGHER HAZARD
 CATEGORY (LOWER NUMBER) WHICH ENACTS CHAPTER 10 OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 EXISTING BUILDING CODE 1004.1 HISTORIC BUILDINGS.
 EQUIVALENCY. NOTHING IN THIS CODE SHALL BE INTENDED TO
 PREVENT THE USE OF SYSTEMS, METHODS OR DEVICES OF
 EQUIVALENT OR SUPERIOR QUALITY, STRENGTH, FIRE
 RESISTANCE OR EFFECTIVENESS, PROVIDED THAT THE
 FOLLOWING CONDITIONS ARE MEET:
 1. TECHNICAL DOCUMENTATION IS SUBMITTED TO THE BUILDING
 OFFICIAL TO DOCUMENT
 EQUIVALENCY.
 2. THE SYSTEMS, METHOD OR DEVICE IS ACCEPTABLE TO THE
 BUILDING OFFICIAL.
  
 5)THIS BUILDING IS TO BE CLASSIFIED AS A THRESHOLD
 BUILDING. :
 5A) THRESHOLD INSPECTION PLAN FL S. S. 553.71(7) "
 THRESHOLD BUILDING" MEANING ANY BUILDING WHICH IS
 GREATER THAN (3) STORIES OR 50 FT IN HEIGHT, OR WHICH
 HAS AN ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN
 THE FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ FT IN
 AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500
 PERSONS.
  
 109.3.6.1 THE ENFORCING AGENCY SHALL REQUIRE A SPECIAL
 INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON A
 THRESHOLD BUILDING PURSUANT TO A STRUCTURAL INSPECTION
 PLAN PREPARED BY THE ENGINEER OF RECORD. THE STRUCTURAL
 INSPECTION PLAN MUST BE SUBMITTED TO THE ENFORCING
 AGENCY PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR
 THE CONSTRUCTION OF A THRESHOLD BUILDING. THE PURPOSE
 OF THE STRUCTURAL INSPECTION PLAN IS TO PROVIDE
 SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO THAT
 THE BUILDING CAN BE ADEQUATELY INSPECTED FOR COMPLIANCE
 WITH THE PERMITTED DOCUMENTS.
  
 5B) THRESHOLD INSPECTOR:
 WPB AMENDMENT 109.3.6.2 W.P.B. CONSTRUCTION SERVICES
 DEPARTMENT REQUEST FOR THRESHOLD BUILDINGS A SPECIAL
 INSPECTOR AS REQUIRED BY FL S S 553.79(5) FLORIDA
 STATUTES TO THE MINIMUM INSPECTIONS REQUIRED BY THIS
 CODE.
 CONTACT KEN CONRAD MANAGER OF THE SPECIAL INSPECTOR
 PROGRAM AT (561)805-6666 FOR FURTHER INFORMATION
 BEFORE THE PERMIT MAY BE ISSUED.
  
 5C) THRESHOLD BLDG, REQUIRED STATEMENT:
 W.P.B. AMENDMENT 109.3.6.4.4 ALL PLANS FOR THE BUILDING
 WHICH ARE REQUIRED TO BE SIGNED AND SEALED BY THE
 ARCHITECT OR ENGINEER OF RECORD CONTAIN A STATEMENT
 THAT, TO THE BEST OF THE ARCHITECT'S PR ENGINEER'S
 KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE
 APPLICABLE FIRE-SAFETY STANDARDS AS DETERMINED BY THE
 LOCAL AUTHORITY IN
 ACCORDANCE WITH THIS SECTION AND 633 FLORIDA STATUTE.
  
 5D) 109.3.6 THRESHOLD BUILDINGS, OPERATING GUIDELINES
 FOR THRESHOLD INSPECTORS #26. ASSURE THAT THE DESIGNER
 HAS REQUIRED ON THE PLANS OR SPECIFICATIONS ONE
 MATERIAL, APPROVED FOR FIRE STOPPING PENETRATIONS, FOR
 WALLS AND FLOOR/ CEILING ASSEMBLY???S.
  
 6) SHOW COMPLIANCE WITH: 903.3.1. 2004 EXISTING
 BUILDING CODE VERTICAL ADDITIONS, ANY ELEMENT OF THE
 LATERAL-FORCE-RESISTING SYSTEM OF AN EXISTING BUILDING
 SUBJECTED TO AN INCREASE IN VERTICAL OR LATERAL LOADS
 FROM THE VERTICAL ADDITION SHALL COMPLY WITH LATERAL
 LOAD PROVISIONS OF THE FLORIDA BUILDING CODE, BUILDING.
  
 7) INFORMATIONAL; 109.3.10* IMPACT OF CONSTRUCTION. ALL
 CONSTRUCTION ACTIVITY REGULATED BY THIS CODE SHALL BE
 PERFORMED IN A MANNER SO AS NOT TO ADVERSELY IMPACT THE
 CONDITION OF ADJACENT PROPERTY, UNLESS SUCH ACTIVITY IS
 PERMITTED TO AFFECT SAID PROPERTY PURSUANT TO A CONSENT
 BY THE APPLICABLE PROPERTY OWNER, UNDER TERMS &
 CONDITIONS AGREEABLE TO THE APPLICABLE PROPERTY OWNER.
 THIS INCLUDES BUT IS NOT LIMITED TO THE CONTROL OF
 DUST, NOISE, WATER OR DRAINAGE RUN-OFF, DEBRIS, AND THE
 STORAGE OF CONSTRUCTION MATERIALS. NEW CONSTRUCTION
 ACTIVITY SHALL NOT ADVERSELY IMPACT HISTORIC SURFACE
 WATER DRAINAGE FLOWS SERVING ADJACENT PROPERTIES, & MAY
 REQUIRE SPECIAL DRAINAGE DESIGN COMPLYING WITH
 ENGINEERING STANDARDS TO PRESERVE THE
 POSITIVE PATTERNS OF THE AFFECTED SITES. ACCORDINGLY,
 DEVELOPERS, CONTRACTORS, AND OWNERS OF ALL NEW
 RESIDENTIAL DEVELOPMENT, INCLUDING ADDITIONS, POOLS,
 PATIOS, DRIVEWAYS, DECKS, OR SIMILAR ITEMS, ON EXISTING
 PROPERTIES RESULTING IN A DECREASE IN EXCESS OF 800SQ
 FT OF PERMEABLE LAND AREA ON ANY PARCEL SHALL AS A
 PERMIT CONDITION, PROVIDE A PROFESSIONALLY PREPARED
 DRAINAGE PLAN CLEARLY INDICATING COMPLIANCE WITH THIS
 PARAGRAPH. UPON COMPLETION OF THE IMPROVEMENT, A
 CERTIFICATION FROM A LICENSED ENGINEER SHALL BE
 SUBMITTED TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL
 OF THE FINAL INSPECTION.
  
 8) INFORMATIONAL: 109.3.10.1 HURRICANE PROTECTION. IT
 SHALL BE UNLAWFUL FOR ANY PERSON TO ALLOW CONSTRUCTION
 RELATED MATERIALS EQUIPMENT AND DEBRIS TO REMAIN LOOSE
 OR OTHERWISE UNSECURED AT A CONSTRUCTION SITE FROM 24
 HRS. AFTER A HURRICANE WATCH HAS BEEN ISSUED UNTIL THE
 HURRICANE WATCH OR WARNING HAS BEEN LIFTED. ALL SUCH
 CONSTRUCTION MATERIALS, EQUIPMENT AND DEBRIS SHALL BE
 EITHER REMOVED FROM THE CONSTRUCTION SITE OR SECURED IN
 SUCH A MANNER AS TO MINIMIZE THE DANGER OF SUCH
 CONSTRUCTION MATERIALS, EQUIPMENT AND DEBRIS CAUSING
 DAMAGE TO PERSONS OR PROPERTY FROM HIGH WINDS. ANY
 PERSONS WHO FAILS TO COMPLY TO REMOVE OR SECURE THE
 CONSTRUCTION MATERIALS EQUIPMENT AND DEBRIS WITHIN 24
 HRS AFTER A HURRICANE WATCH HAS BEEN ISSUED SHALL BE
 SUBJECT TO A FINE NOT TO EXCEED $500.00. IN ADDITION TO
 THE ABOVE, A LICENSED CONTRACTOR WHO VIOLATES THIS
 SECTION SHALL BE SUBJECT TO DISCIPLINE PURSUANT TO
 SECTION 113 OF THIS CHAPTER.
  
 9) TABLE 503OF THE FBC INDICATES THE MINIMUM BUILDING
 TYPE CONSTRUCTION TO BE TYPE 1-B
 CONSTRUCTION R-1 OCCUPANCY 11 STORIES.
  
 9A) THE COVERSHEET INDICATES THIS PROJECT AS A TYPE
 III-A , 12 STORY, BASEMENT INCLUSIVE.
 WHERE AS THE LIFE SAFETY SHEETS INDICATE THE BUILDING
 CONSTRUCTION TYPE AS TYPE II-B AND 10 STORIES.
  
 9B) THERE ARE TWO ISSUES WHEN CONSIDERING THE HEIGHT OF
 THE BUILDING (1) THE BASEMENT IS NOT TO BE CONSIDERED A
 STORY WHEN CALCULATING THE HEIGHT OF A BUILDING PER
 SECTION 503.1.1.
 THE SECOND ISSUE IS THE NEW POOL DECK AND RESTROOMS,
 PLEASE REVIEW 1509.2.
 1509.2 PENTHOUSES OR BULKHEADS USED FOR PURPOSES OTHER
 THAN PERMITTED BY THIS SECTION SHALL CONFORM TO THE
 REQUIREMENTS OF THIS CODE FOR AN ADDITIONAL STORY. THE
 PLANS WITH THE NEW POOL DECK BEING THE 11TH STORY WILL
 MEET THE REQUIREMENTS FOR A TYPE 1-B BUILDING.
  
 9C) THE QUESTION IS WAS THE STRUCTURE BUILT YEARS AGO
 AS A TYPE III-A STRUCTURE OR WAS THIS A MISPRINT?
 PLEASE CORRELATE PLANS TO REFLECT THE SAME BUILDING
 TYPE FOR THE COMPLETE SET OF PLANS.
  
 10) THE LIFE SAFETY PLANS INDICATE THE STRUCTURE TO BE
 WITHIN A FIRE DISTRICT, UNDER THE 2004 FBC THERE IS NO
 LONGER FIRE DISTRICTS. PLEASE UPDATE.
  
 11) THE LIFE SAFETY SHEETS ALSO INDICATE UNDER THE
 BUILDING CODE ANALYSIS FIRE RESISTANCE RATING AND
 NOTATION N/A ASSUMING THIS MEANS NOT APPLICABLE? PLEASE
 REVIEW
 EXISTING BUILDING CODE TABLE 812.4.2 AND SECTION
 812.4.2.1 AS WELL AS TABLE 601 FBC FOR FIRE-RESISTANCE
 RATING REQUIREMENTS FOR BUILDING ELEMENTS IN HOURS.
  
 12) LIFE SAFETY PLANS DOES NOT INDICATE THE RATING FOR
 TENANT SEPARATION WALLS (708.1(5), OCCUPANCY SEPARATION
 (TABLE 302.3.2), SHAFT WALL CONSTRUCTION (707.2), RATED
 WALLS FOR FIRE COMMAND CENTER (403./ 911.1), EXIT
 ACCESS CORRIDORS (TABLE 1016.1) NOR VERTICAL EXIT
 ENCLOSURES (1019.1.) THIS LIST IS NOT INCLUSIVE BUT A
 SAMPLING OF WHAT WALLS ARE INDICATED ON LIFE SAFETY
 PLANS AS WELL AS ARCHITECTURAL PLANS.
  
 13) LIFE SAFETY PLANS ALSO INDICATE DEAD END CORRIDORS
 MAXIMUM CONDITION OF 75 FEET. PLEASE REVIEW 2004 FBC
 EXISTING BUILDING CODE 812.4.1.1(6) EXISTING DEAD-END
 CORRIDORS SHALL COMPLY WITH THE REQUIREMENTS IN SECTION
 605.6 OF THE EXISTING BUILDING CODE.2004 EXISTING
 BUILDING CODE 605.6 DEAD-END CORRIDORS IN ANY WORK AREA
 SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 1016.3
 FLORIDA BUILDING CODE, BUILDING.
 2004 FBC BUILDING 1016.3 THE MAXIMUM LENGTH OF DEAD END
 IN CORRIDORS NO MORE THAN 20 FEET IN LENGTH:
 EXCEPTIONS:
 1) GROUP I-3 50 FEET
 2) B & F OCCUPANCIES 50 FEET
 3) DEAD END CORRIDORS SHALL NOT BE LIMITED IN LENGTH
 WHERE THE LENGTH OF THE DEAD END CORRIDOR IS LESS THAN
 2.5 TIMES THE LEAST WIDTH OF THE DEAD END CORRIDOR.
 NOTE WHERE THERE IS A DIFFERENCE BETWEEN CODES AND OR
 STANDARDS THE MOST STRINGENT SHALL APPLY, 102.4*.
  
 14) LIFE SAFETY PLANS INDICATE COMMON PATH OF TRAVEL
 MAXIMUM LENGTH OF 100 FEET. PLEASE DEFINE COMMON PATH
 OF TRAVEL BY OCCUPANCY FOR SPRINKLED BUILDINGS, EXAMPLE
 1013.3 (6) GROUP R1-R2 FULLY SPRINKLED BUILDING COMMON
 PATH OF TRAVEL SHALL NOT EXCEED 50 FEET.
  
 15) LIFE SAFETY PLANS INDICATE THE MAXIMUM TRAVEL
 DISTANCE TO AN EXIT IS 200 FEET PLEASE REVIEW TABLE
 1015.1 BY OCCUPANCY.
  
 16) LIFE SAFETY PLAN, OCCUPANCY AND EGRESS ANALYSIS, IS
 MISSING THE SQUARE FOOTAGE FOR
 EACH OF THE AREAS SERVED . THE OCCUPANCY COUNT CAN???T
 BE VERIFIED. TABLE 1004.1.2 TIES TO FLOOR AREA IN
 SQUARE FOOTAGE.
  
 17) SHEET B-1.0 VERSES A30.0 THE DETAILED BASEMENT PLAN
 WALL RATING DO NOT MATCH OR THERE IS NO WALL TAG RATING
 THE WALL. EXAMPLE B-1.0 THE TWO HR RATED STAIRS IS
 MISSING THE RATING TO THE WALL JUST RIGHT OF DOOR# 801
 IT IS INDICATED ON THE WALL LEGEND AS A NEW WALL.
 THE DETAILED PLAN A30.0 DOES NOT PROVIDE ANY WALL
 RATING OF THE STAIRWELL AT ALL.
  
 18) SHEET A30.0 THE DETAILED BASEMENT PLAN DOES NOT
 PROVIDE ANY DOOR IDENTIFICATION TAGS AT ALL. YOU HAVE
 TO GO BACK TO THE 1/8 INCH SCALE PLAN.
  
 19) BOTH SHEET B-1.0 AND A-30.0 INDICATE ROOM 005 AS
 SOILED LAUNDRY HOLDING ROOM. WITH A WALL RATING OF 1 HR
 SHEET A-30.0 INDICATES A WALL TAG TYPE (1) BLOCK WALL
 WITH 1 5/8 METAL STUDS AND DRYWALL, THE PLANS ARE NOT
 DRAWN WITH THIS TYPE OF CONFIGURATION. THIS IS COMMON
 FOR THIS LEVEL.
  
 20) IN BOTH SHEETS B-1.0 AND A-30.0 ROOM # 005 ALSO
 HOLDS THE LINEN CHUTE WHICH DOES NOT INDICATE A 2HR
 SHAFT BUT DETAIL# 4 SHEET A-43.1 DOES INDICATE. PLEASE
 PROVIDE WALL TAG MARKERS INDICATING TYPE OF SHAFT WALL
 CONSTRUCTION.
  
 21) LINEN CHUTE DETAIL# 4 SHEET A-43.1 DOE NOT INDICATE
 COMPLIANCE WITH THE REQUIREMENTS OF 707.13.6 AND
 903.2.10.2. REQUIRED FIRE SPRINKLERS.
  
 22) SHEET A-1.0 THE FIRST FLOOR AND MEZZANINE LEVELS,
 NONE OF THE WALLS ARE IDENTIFIED WITH WALL TAGS. IN
 REVIEWING ALL FLOOR PLANS NO WALLS ARE MARKED WITH WALL
 IDENTIFICATION TAGS, THIS COMMENT WILL STAND FOR ALL
 FLOORS. TENANT SEPARATION WALLS (708.1(5), OCCUPANCY
 SEPARATION (TABLE 302.3.2), SHAFT WALL CONSTRUCTION
 (707.2), RATED WALLS FOR FIRE COMMAND CENTER (403./
 911.1), EXIT ACCESS CORRIDORS (TABLE 1016.1) NOR
 VERTICAL EXIT ENCLOSURES (1019.1.) THIS LIST IS NOT
 INCLUSIVE.
  
 23) SHEET A-1.0 FIRST FLOOR AND MEZZANINE FLOOR BOTH
 INDICATE TWO EXIT ENCLOSURES, NEITHER HAVE
 IDENTIFICATION TAGS OR NUMERALS. THE EXIT STAIRWAY THAT
 IS CENTERED WITHIN THE BUILDING AND CONTINUES TO THE
 ROOF TOP POOL DECK. SECTION 1019.1.8.1 A SMOKE PROOF
 ENCLOSURE OR PRESSURIZED STAIRWAY SHALL EXIT INTO A
 PUBLIC WAY OR INTO AN EXIT PASSAGEWAY, YARD OR OPEN
 SPACE HAVING DIRECT ACCESS TO THE PUBLIC WAY. 1019.1.8
 ALSO REQUIRES SMOKE PROOF ENCLOSURES. 403.13 SMOKE
 PROOF EXIT ENCLOSURES.
 EVERY REQUIRED STAIRWAY SERVING FLOORS MORE THAN 75
 FEET (22 860 MM) ABOVE THE LOWEST LEVEL OF FIRE
 DEPARTMENT VEHICLE ACCESS SHALL COMPLY WITH SECTIONS
 909.20 AND 1019.1.8.
  
  
 24) ON THE MEZZANINE LEVEL PLAN THERE APPEARS TO BE 5
 COLUMNS MISSING:
 24A) GRIDLINES MIDWAY BETWEEN 5 & 6, & ROW A IN ROOM
 156
 24B) GRIDLINES MIDWAY BETWEEN 5 & 6, & ROW C IN ROOM
 159 AT DOOR 156
 24C) GRIDLINE5 AND ROW C COLUMN MISSING IN A?C UNIT
 24D & E) MECHANICAL ROOM152 EXTERIOR WALL
 ARE THESE COLUMNS BEING REMOVED OR WAS A LAYER JUST
 TURNED OFF? ADDITIONAL INFORMATION REQUIRED 106.1.2.
  
 25A) SHEET A-1.0 THE MEETING ROOM 114 TWO ISSUES PLANS
 INDICATE COLUMN TO BE REMOVED S-2 ALSO INDICATES THE
 REMOVAL OF THIS COLUMN BUT THERE IS NO MENTION OF HOW
 TO REINFORCE THE FLOOR SYSTEM ABOVE. 106.1.2 ADDITIONAL
 INFORMATION REQUIRED.
  
 25B) THE SECOND ISSUE IS THE FOLDING DOOR SYSTEM
 SEPARATING ROOM 114 INTO A & B, IN EACH ROOM THE
 OCCUPANT LOAD WOULD STILL BE ABOVE 70 OCCUPANTS IN EACH
 ROOM REQUIRING TWO EXITS? TABLE 1014.1.
  
 26) THERE ARE AREAS OF CONCERN IN THE BACK OF HOUSE AND
 MEZZANINE LEVELS SHOW COMPLIANCE WITH;
 GENERATOR ROOM 2HR. NFPA 110.7.2.1.2/ NFPA 110.7.2.2
 FIRE PUMP ROOM 2HR NFPA 20.5.12.1.1
 MAIN ELECTRIC ROOM NFPA 13.8.14.10
  
 27) SHEET A-1.0 THE NUMBERED DOORS LISTED ARE MISSING
 THE REQUIRED 18??? ON THE PULL SIDE OF LATCH 11-4.13.6.
 DOORS; 103, 124, 125, 127,131, 145 & 153.
  
 28) SHOW COMPLIANCE WITH: FIRE COMMAND CENTER 911.1
 FEATURES.
 WHERE REQUIRED BY OTHER SECTIONS OF THIS CODE, A FIRE
 COMMAND CENTER FOR FIRE DEPARTMENT OPERATIONS SHALL BE
 PROVIDED. THE LOCATION AND ACCESSIBILITY OF THE FIRE
 COMMAND CENTER SHALL BE SEPARATED FROM THE REMAINDER OF
 THE BUILDING BY NOT LESS THAN A 1-HOUR
 FIRE-RESISTANCE-RATED FIRE BARRIER. THE ROOM SHALL BE A
 MINIMUM OF 96 SQUARE FEET (9 M2) WITH A MINIMUM
 DIMENSION OF 8 FEET (2438 MM). A LAYOUT OF THE FIRE
 COMMAND CENTER AND ALL FEATURES REQUIRED BY THE SECTION
 TO BE CONTAINED THEREIN SHALL BE SUBMITTED FOR APPROVAL
 PRIOR TO INSTALLATION. THE FIRE COMMAND CENTER SHALL
 COMPLY WITH NFPA 72 AND SHALL CONTAIN THE FOLLOWING
 FEATURES.
 1. THE EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM UNIT.
 2. THE FIRE DEPARTMENT COMMUNICATIONS UNIT.
 3. FIRE DETECTION AND ALARM SYSTEM ENUNCIATOR UNIT.
 4. ENUNCIATOR UNIT VISUALLY INDICATING THE LOCATION OF
 THE ELEVATORS AND WHETHER THEY ARE OPERATIONAL.
 5. STATUS INDICATORS AND CONTROLS FOR AIR-HANDLING
 SYSTEMS.
 6. THE FIRE-FIGHTER???S CONTROL PANEL REQUIRED BY
 SECTION 909.16 FOR SMOKE CONTROL SYSTEMS INSTALLED IN
 THE BUILDING.
 7. CONTROLS FOR UNLOCKING STAIRWAY DOORS
 SIMULTANEOUSLY.
 8. SPRINKLER VALVE AND WATER-FLOW DETECTOR DISPLAY
 PANELS.
 9. EMERGENCY AND STANDBY POWER STATUS INDICATORS.
 10. A TELEPHONE FOR FIRE DEPARTMENT USE WITH CONTROLLED
 ACCESS TO THE PUBLIC TELEPHONE SYSTEM.
 11. FIRE PUMP STATUS INDICATORS.
 12. SCHEMATIC BUILDING PLANS INDICATING THE TYPICAL
 FLOOR PLAN AND DETAILING THE BUILDING CORE, MEANS OF
 EGRESS, FIRE PROTECTION SYSTEMS, FIRE-FIGHTING
 EQUIPMENT AND FIRE DEPARTMENT ACCESS.
 13. WORKTABLE.
 14. GENERATOR SUPERVISION DEVICES, MANUAL START AND
 TRANSFER FEATURES.
 15. PUBLIC ADDRESS SYSTEM, WHERE SPECIFICALLY REQUIRED
 BY OTHER SECTIONS OF THIS CODE.
  
 29) SHEET A-2.0 THIS COMMENT WILL STAND FOR ALL FLOORS.
 PLANS FAIL TO INDICATE RATED WALLS
 PLANS ARE MISSING WALL IDENTIFICATION TAGS. SECTION
 1016.1/ TABLE 1016.01 REQUIRE A ONE HOUR FIRE RATED
 CORRIDOR FOR RESIDENTIAL OCCUPANCY WHEN THE CORRIDOR
 SERVES A OCCUPANT LOAD GREATER THAN 10.
  
 30) SHEET A-2.0 COMMON TO ALL FLOORS 2ND THROUGH 10TH
 FLOOR. MISSING ELEVATOR LOBBY 714.1. SEE CODE
 COMMENTARY. ALL FIVE STORY AND HIGHER FULLY SPRINKLED
 BUILDINGS OF GROUPS H, I-1 AND R.
  
 707.14.1 ELEVATOR LOBBY.
 ELEVATORS OPENING INTO A FIRE-RESISTANCE-RATED CORRIDOR
 AS REQUIRED BY SECTION 1016.1 SHALL BE PROVIDED WITH AN
 ELEVATOR LOBBY AT EACH FLOOR CONTAINING SUCH A
 CORRIDOR. THE LOBBY SHALL SEPARATE THE ELEVATORS FROM
 THE CORRIDOR BY FIRE PARTITIONS AND THE REQUIRED
 OPENING PROTECTION. ELEVATOR LOBBIES SHALL HAVE AT
 LEAST ONE MEANS OF EGRESS COMPLYING WITH CHAPTER 10 AND
 OTHER PROVISIONS WITHIN THIS CODE.
  
  
 31) SHEET A-2.0 IT-ROOM (201A) PLANS FAIL TO IDENTIFY
 THIS ROOM WITH WALL TAGS, THE NEC SECTION 645.2
 INDICATES THESE WALLS ARE TO BE 1HR RATED WITH OPENING
 PROTECTIVE???S. THIS COMMENT WILL STAND FOR ALL FLOORS.
  
 32) SHEET A-2.00 THIS COMMENT WILL STAND FOR ALL FLOORS
 THE ROOM# 201 SERV. ROOM ALSO HAS THE LINEN CHUTE
 LOCATED WITHIN THIS ROOM. PLANS FAIL TO INDICATE SHAFT
 WALL CONSTRUCTION 707.13.1 AND THE ACCESS ROOM DOES NOT
 INDICATE ANY RATING, NO WALL TAGS ARE APPERANT707.13.3.
  
 33) SHEET A-2.0 THE SECOND FLOOR UNITS APPEAR TO HAVE
 ROOF TOP PATIOS WITH ROOF DRAINS BUT THE PLANS DO NOT
 PROVIDE DETAILS INDICATING EMERGENCY OVERFLOWS OR
 SCUPPERS1503.4.2 & 1503.4.3.
  
 34) SHEET A-2.0. THERE IS NO DETAILS OF DIFFERENCE IN
 HEIGHT FROM THE INTERIOR ELEVATION TO THE DECK OR
 PATIO. 11-4.1.7.1.
  
 35) SHEET A-2.0 THE BACK OF HOUSE STAIR ON THE SECOND
 FLOOR THROUGH TO THE 10TH FLOOR ARE A EXTERIOR TYPE OF
 STAIR THE FIRST ISSUE IS WINDOWS AND OR OPENINGS WITHIN
 10???-0??? OF THE OPENING NEED TO BE RATED..
  
 1022.6 EXTERIOR RAMPS AND STAIRWAY PROTECTION.
 EXTERIOR EXIT RAMPS AND STAIRWAYS SHALL BE SEPARATED
 FROM THE INTERIOR OF THE BUILDING AS REQUIRED IN
 SECTION 1019.1. OPENINGS SHALL BE LIMITED TO THOSE
 NECESSARY FOR EGRESS FROM NORMALLY OCCUPIED SPACES.
  
 1019.1.4 VERTICAL ENCLOSURE EXTERIOR WALLS.
 EXTERIOR WALLS OF A VERTICAL EXIT ENCLOSURE SHALL
 COMPLY WITH THE REQUIREMENTS OF SECTION 704 FOR
 EXTERIOR WALLS. WHERE NONRATED WALLS OR UNPROTECTED
 OPENINGS ENCLOSE THE EXTERIOR OF THE STAIRWAY AND THE
 WALLS OR OPENINGS ARE EXPOSED BY OTHER PARTS OF THE
 BUILDING AT AN ANGLE OF LESS THAN 180 DEGREES (3.14
 RAD), THE BUILDING EXTERIOR WALLS WITHIN 10 FEET (3048
 MM) HORIZONTALLY OF A NONRATED WALL OR UNPROTECTED
 OPENING SHALL BE CONSTRUCTED AS REQUIRED FOR A MINIMUM
 1-HOUR FIRE-RESISTANCE RATING WITH ??-HOUR OPENING
 PROTECTIVE???S. THIS CONSTRUCTION SHALL EXTEND
 VERTICALLY FROM THE GROUND TO A POINT 10 FEET (3048 MM)
 ABOVE THE TOPMOST LANDING OF THE STAIRWAY OR TO THE
 ROOF LINE, WHICHEVER IS LOWER.
  
 1022.2 USE IN A MEANS OF EGRESS. EXTERIOR EXIT RAMPS
 AND STAIRWAYS SHALL NOT BE USED AS AN ELEMENT OF A
 REQUIRED MEANS OF EGRESS FOR OCCUPANCIES IN GROUP I-2.
 FOR OCCUPANCIES IN OTHER THAN GROUP I-2, EXTERIOR EXIT
 RAMPS AND STAIRWAYS SHALL BE PERMITTED AS AN ELEMENT OF
 A REQUIRED MEANS OF EGRESS FOR BUILDINGS NOT EXCEEDING
 FOUR STORIES OR 75 FEET (22 860 MM) IN HEIGHT.
  
 36) THE EAST SIDE OF THE 2ND FLOOR CORRIDOR SYSTEM DOES
 NOT PROVIDE ANY EGRESS LIGHTS OR SIGNAGE TO AN EXIT.
 1006.3.
  
 37) SHEET A-3.0 THE WINDOWS AND EXTERIOR DOORS HAVE
 IDENTIFICATION TAGS BUT NOT FILED IN.
 106.1.2 ADDITIONAL INFORMATION REQUIRED.
  
 38) SHEET A-3.0 EXTERIOR GUARD RAIL SYSTEM, PLANS DO
 NOT INDICATE IF THESE ARE NEW OR EXISTING PLEASE REVIEW
 1607.1 HANDRAIL AND GUARDS AND 1607.7.1.1 CONCENTRATED
 LOADS.
  
 39) SHEETS A-3.0 THROUGH THE 10TH FLOOR IT APPEARS
 THERE IS A CHASE AT ROOM X 21 OF EACH FLOOR PLEASE
 PROVIDE WALL TAG IDENTIFYING WALL TYPE, SHAFT WALL
 CONSTRUCTION REQUIRES 2 HR
 CONSTRUCTION. 707.4.
  
 40) SHEET A-4.0 NORTH EXTERIOR STAIRS IS MISSING THE
 MID LANDING? 106.1.2 ADDITIONAL INFORMATION REQUIRED.
  
 41) SHEET A-11.0 THE NORTH OR EXTERIOR STAIRWAY HAS TWO
 DOORS WITHIN THE TOP LANDING ;
 1) STORAGE ROOM R105
 2) R103 MECHANICAL ROOM ACCESS
 1022.6 EXTERIOR RAMPS AND STAIRWAY PROTECTION.
 EXTERIOR EXIT RAMPS AND STAIRWAYS SHALL BE SEPARATED
 FROM THE INTERIOR OF THE BUILDING AS REQUIRED IN
 SECTION 1019.1. OPENINGS SHALL BE LIMITED TO THOSE
 NECESSARY FOR EGRESS FROM NORMALLY OCCUPIED SPACES.
 1019.1 SPEAKS AS TO ENCLOSED STAIRWAYS BUT THE INTENT
 IS AN EXIT ENCLOSURE SHALL NOT BE USED FOR ANY PURPOSE
 OTHER THAN MEANS OF EGRESS.
  
 42) SHEET A-11.0 DETAIL A/ A-11.1 IT APPEARS TO BE
 MISLABELED, I BELIEVE THIS IS TO REPRESENT A GLASS HAND
 RAIL DETAIL FOUND ON A-11.02 DETAIL A. MISPRINT
  
 43) SHEET A-11.0 ALSO HAS TO DETAILS D& E THAT ARE TO
 BE FOUND ON A-11.2 BUT ARE MISSNG.106.1.2 ADDITIONAL
 INFORMATION REQUIRED
  
 44) SHEET A-11.0 LOWER ROOF DETAIL INDICATES WHAT
 APPEARS FIBERGLASS PLANTERS NEXT TO THE PLANTERS THERE
 APPEARS TO BE A 12???X12??? SQUARE? 106.1.2 ADDITIONAL
 INFORMATION.
  
 45) A-11.0 THE DOOR FROM EACH STAIRWELL IS MISSING THE
 18??? PULL SIDE OF THE DOOR.11-4.13.6.
  
 46) SHEET A-11.0 INDICATES A AWNING BUT PLANS DO NOT
 INDICATE ANY DESIGN INFORMATION. WILL REQUIRE A
 SEPARATE PERMIT, REVIEW AND FEES.
  
 47) SHEET A-11.0 INDICATES THE USE OF GLASS GUARD
 RAILS, PLEASE PROVIDE COMPLIANCE WITH
 2407.1, 2407.1.1 LOADS, 2407.1.2 SUPPORTS.
  
 48) SHEET A-11.0 DOES NOT PROVIDE ANY FENCING AROUND
 THE POOL AS REQUIRED IN 424.1.3.1.9
 424.1.3.1.9 ALL PUBLIC POOLS SHALL BE SURROUNDED BY A
 MINIMUM 48 INCH (1219 MM) IN HEIGHT FENCE. THE FENCE
 SHALL BE CONTINUOUS AROUND THE PERIMETER OF THE POOL
 AREA THAT IS NOT OTHERWISE BLOCKED OR OBSTRUCTED BY
 ADJACENT BUILDINGS OR STRUCTURES AND SHALL ADJOIN WITH
 ITSELF OR ABUT TO THE ADJACENT MEMBERS. ACCESS THROUGH
 THE BARRIER OTHER THAN FROM DOORED EXITS OF ADJACENT
 BUILDING(S) SHALL BE THROUGH SELF-CLOSING,
 SELF-LATCHING LOCKABLE GATES OF 48 INCH (1219 MM)
 MINIMAL HEIGHT WITH THE LATCH LOCATED NEAR THE TOP.
  
 49) THE POOL AND WATER FEATURE WILL ALSO REQUIRE A
 SEPARATE PERMIT, REVIEW AND FEES.
  
 50) A-11.0 PLANS DO NOT TRULY INDICATE THE POOL AND SPA
 EQUIPMENT, IS THERE GOING TO BE A SEPARATE SPA, OR IS
 THIS THE WATER FEATURE, ADDITIONAL INFORMATION
 REQUIRED, 106.1.2.
  
 51) SHEET A-11.3 INDICATES THE PROPOSED WATER FEATURE
 TO BE PART OF A NEW STRUCTURE WITH WHAT APPEARS TO HAVE
 CLAY TILE. SINCE THIS BUILDING IS CLAIMING HISTORICAL
 SIGNIFICANCE WHAT TYPE OF ROOF TILE WILL BE USED?
 EXISTING BUILDING CODE APPENDIX B .
  
 52) SHEET A-15.0 WINDOW AND LOUVER TYPES, THERE HAS
 BEEN NO SCHEDULE DEVELOPED FOR THE WINDOWS NOR LOUVERS.
 MISSING INFORMATION IS THE SIZE OF WINDOWS(ENTRY) IF
 WINDOWS ARE FIRE RATED, TYPE OF WINDOW, LARGE MISSILE,
 SMALL MISSILE OR RATED JUST FOR WIND PRESSURE, POSITIVE
 AND NEGATIVE PRESSURES, ZONE LOCATION 4 OR 5.
 ADDITIONAL INFORMATION REQUIED.106.1.2./ 1609.6.2.2
 COMPONENTS AND CLADDING, & RULE 9B-72.
  
 53) SHEET A-15.1 PLEASE PROVIDE THE LOCATION OF THE
 PROPERTY LINE THE PLANS INDICATE DOORS THAT APPEAR TO
 PROTRUDE PAST THE PROPERTY LINE. 3202.2.
  
 54) SHEET A-15.1 PLANS INDICATE A DROPPED CURB OR FLUSH
 CURB AT THE DROP OFF ZONE PLEASE
 INDICATE COMPLIANCE WITH 11-4.29.5.
  
 55) SHEET A-15.1 INDICATE A DETAILED MARQUEE PLAN BUT
 THERE IS NO INFORMATION FOR THIS DESIGN, MISSING WIND
 INFORMATION AS WELL AS FOUNDATION, COLUMNS FRAMING AND
 TYPE OF GLAZING REQUIRED FOR SLOPED GLAZING.
 1609.61609.6.1.1/ 2405.2.
  
 56) SHEET A-15.1 AS A POINT FOR REFERENCE ALTHOUGH THE
 FIRST FLOOR TENANT SPACES ARE TO BE UNDER A SEPARATE
 PERMIT WILL THE EXTERIOR STOREFRONTS TO BE PART OF THIS
 PERMIT? 106.1.2.
 ADDITIONAL INFORMATION REQUIRED.
  
  
 57) A-18.01 DETAIL 3 & 4 INDICATES PART OF A WALL AND
 SLAB TO BE REMOVED A NEW CURB AND SLOPED ROOF TOP
 INSULATION. SINCE NO ENERGY CALCULATIONS WERE SUBMITTED
 PLEASE BE AWARE WHATEVER IS LISTED IN THE INPUT DATA
 REPORT AS A REQUIRED MINIMUM THAT IS WHAT WILL BE
 REQUIRED AT THE LOWEST POINT WITHIN THE ROOF SYSTEM AND
 INSULATION SHALL SLOPE UP FROM THERE. 13-404.1ABCD.1
 AND INFORMAL BOAF INTERPRETATION 3746.
  
 58) A-18.01 DETAIL# 6 INDICATES THE USE OF DROPPED
 CEILINGS AND SOFFITS PLEASE PROVIDE TYPE OF ANCHORS TO
 THE STRUCTURE ABOVE. 106.1.2 ADDITIONAL INFORMATION
 REQUIRED/ 2508.1 TABLE/ STEEL FRAMING FOR GYPSUM BOARDS
 .
  
 59) A-21.01 DETAIL INDICATES THE UNIT SEPARATION WALL
 OR TENANT SEPARATION WALL AS A WALL TYPE (1) ON THE
 WALL SCHEDULE FOUND ON A-42.4 THIS IS A BLOCK WALL AND
 1 5/8 METAL STUD AND DRYWALL ON ONE SIDE THIS DOES NOT
 APPEAR TO BE CORRECT. WALL TYPE# 1 IS INDICATED AS A
 EXTERIOR WALL, ALSO DOES NOT PROVIDE A STC RATING. SEE
 SECTION 1207.2. THIS WALL TYPE ALSO DOES NOT PROVIDE
 ANY WALL RATINGS.
  
 60) A-21.01 THE CORRIDOR WALLS ARE INDICATES WITH A
 WALL TAG # 2 OR AT BACK OF HOUSE EXTERIOR WALL. AGAIN
 IT APPEARS TO BE THE WRONG WALL DESIGNATION AND NO STC
 RATING, SEE SECTION 1207.2. THIS WALL TYPE DOES NOT
 PROVIDE ANY WALL RATINGS.
  
 61) SHEET A-36.0 DETAIL# 1 IS OF THE FITNESS CENTER BUT
 THE STAIRWELL WALLS THAT ARE INCLUDED INDICATE A 2HR
 RATING ON ONE SIDE OF THE STAIRWELL AND NO RATING ON
 THE OTHER SIDE. PLEASE SEE SECTION 1019.1.
  
 62) SHEET A-36.0 INDICATES IN SOME WALLS WALL RATINGS
 BUT DOES NOT INDICATE WITH WALL TAGS THE TYPE OF WALL,
 RATING FOR FIRE, SMOKE NOR STC RATINGS. 708.1(2),
 1019.1 AND 1207.2. THIS COMMENT WILL STAND FOR ALL
 A-3X.X SHEETS.
  
 63) SHEET A42.2 THE DOOR SCHEDULE INDICATES TYPE OF
 DOOR HARDWARE AS SET NUMBERS, NO INFORMATION HAS BEEN
 PROVIDED AT THIS TIME. 106.1.2 ADDITIONAL INFORMATION
 REQUIRED,
 AND SECTION 1008.
  
 64) 1609.1.4 PROTECTION OF OPENINGS IN WIND-BORNE
 DEBRIS REGIONS, EXTERIOR GLAZING THAT RECEIVES POSITIVE
 PRESSURE IN THE LOWER 60 FEET (18.3 M) IN BUILDINGS
 SHALL BE ASSUMED TO BE OPENINGS AND THE BALANCE OF
 GLAZED OPENINGS IN THE REST OF THE BUILDING SHALL BE
 ASSUMED TO BE ZERO UNLESS SUCH GLAZING THAT RECEIVES
 POSITIVE PRESSURE IS IMPACT RESISTANT OR PROTECTED WITH
 AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS
 OF SSTD 12, ASTM E 1886 AND ASTM E 1996, OR MIAMI-DADE
 TAS 201, 202 AND 203 REFERENCED THEREIN AS FOLLOWS: 1.
 GLAZED OPENINGS LOCATED WITHIN 30 FEET (9.1 M) OF GRADE
 SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST.
 2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9.1 M)
 ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL
 MISSILE TEST.
  
  
 65) FL BLD CODE 1609.6.2.2 COMPONENTS & CLADDING,
 PROVIDE 2 COPIES,
  
 3 IF THRESHOLD OR RESIDENT INSPECTOR OF PRODUCT TESTING
 REPORTS, MISSING REPORTS ARE AS FOLLOWS:
 65A) WINDOWS- CASEMENT WINDOWS
 65B) WINDOWS- SINGLE HUNG WINDOWS
 65C) FIXED SIDE LIGHTS/ STOREFRONT UNITS
 65D) MULLIONS
 65E) EXTERIOR INSULATED METAL DOORS
 65F) EXTERIOR METAL/ GLAZED BI-PASS DOORS, AND
 SIDELIGHTS/ BREAK AWAY PANELS
 65G) EXTERIOR METAL LOUVER DOORS
 65H) EXTERIOR FOLDING DOOR SYSTEMS
 65I) EXTERIOR GLAZED DOORS & SIDELIGHTS
 65J) WALL LOUVERS
 65K) PRE-ENGINEERED A/C STANDS
 65L) ROOFING ASSEMBLIES
 65M) ROOF HATCH
  
 66) 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 APPLICATION FOR
 LOCAL PRODUCT APPROVAL OR SITE SPECIFIC FORM PER RULE
 9B-72. SEE ATTACHMENT. WWW.FLORIDABUILDING.ORG
  
 67) WPB ADMIN CODE 106.3* PRODUCT APPROVALS. THOSE
 PRODUCT WHICH ARE REGULATED BY DCA RULE 9B-72 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
  
 68) MISSING INFORMATION ON PLANS, I COULD NOT FIND THE
 POSITIVE AND NEGATIVE WIND PRESSURES FOR WINDOWS AND
 DOORS ON THE ELEVATION SHEETS, WINDOW NOR DOOR SHEETS.
 PLEASE PROVIDE THE INTERIOR AND END ZONE PRESSURES FOR
 THESE ZONES, INCLUDE HEIGHT AND EXPOSURE FACTORS WITHIN
 THE PRESSURES. TABLE 1609.6.2.1(2)
  
 69) THE OTHER INFORMATION FOR WIND THAT WAS NOT
 AVAILABLE:
 1609.6.2 WIND DESIGN PROCEDURES
 1) THE BASIC WIND SPEED, V, SHALL BE DETERMINED IN
 ACCORDANCE WITH SECTION 1609.3.
 THE WIND SHALL BE ASSUMED TO COME FROM ANY HORIZONTAL
 DIRECTION.
  
 2) AN IMPORTANCE FACTOR, IW, SHALL BE DETERMINED IN
 ACCORDANCE WITH SECTION1609.5.
  
 3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN
 ACCORDANCE WITH 1609.4.
  
 4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, *
 SHALL BE DETERMINED FROM TABLE
 1609.6.2.1(4)
  
 70) SHEET A-12.0 INDICATES THE USE OF A NEW AWNING OR
 CANOPY, ALTHOUGH THIS WILL BE
  
 REVIEWED UNDER A SEPARATE PERMIT PLEASE BE AWARE OF THE
 WIND DESIGN CRITERIA:
 3105.4.2
 DESIGN OF THE STRUCTURAL FRAMING MEMBERS SHALL BE BASED
 ON RATIONAL ANALYSIS, USING THE APPLICABLE WIND LOADS
 OF CHAPTER 16 AS SHOWN BELOW:
 3105.4.2.1
 THE WIND DESIGN LOADS FOR ANY FABRIC OR
 MEMBRANE-COVERED STRUCTURE DESIGNED WITH A QUICK
 REMOVAL OR BREAKAWAY MEMBRANE OR FABRIC AT WIND
 VELOCITIES OF 75 MPH, SHALL BE BASED ON THE FOLLOWING
 CRITERIA:
 1. MINIMUM WIND VELOCITY OF 3-SECOND WIND GUST 90 MPH
 2. IMPORTANCE FACTOR BASED ON LOW HAZARD TO HUMAN LIFE
 OF 0.77.
 3. EXPOSURE CATEGORY B FOR OR C AS DEFINED IN CHAPTER
 16.
 3105.4.2.2
 THE WIND DESIGN LOADS FOR ANY FABRIC OR MEMBRANE
 COVERED STRUCTURE DESIGNED WITH A PERMANENT OR
 NONREMOVABLE FABRIC OR MEMBRANE, SHALL BE BASED ON THE
 FOLLOWING CRITERIA:
 1. MINIMUM WIND VELOCITY AS REQUIRED IN CHAPTER 16.
 2. IMPORTANCE FACTOR BASED ON LOW HAZARD TO HUMAN LIFE
 OF 0.77.
 3. EXPOSURE CATEGORY B OR C AS DEFINED IN CHAPTER 16.
 A LETTER FROM THE OWNER (NOT TENANT) IS TO ACCOMPANY
 ALL FABRIC OR MEMBRANE-COVERED STRUCTURE DESIGNED WITH
 A QUICK REMOVAL OR BREAKAWAY MEMBRANE OR FABRIC TO
 ACKNOWLEDGE THEIR RESPONSIBILITY TO HAVE THE AWNING
 COVER REMOVED PRIOR TO ANY WIND EVENT WITH PROJECTED
 WIND SPEEDS OF 75 MPH OR GREATER. THE LETTER MUST BE
 SIGNED BY THE OWNER NOT TENANT.
 3105.4.2.1
 THE WIND DESIGN LOADS FOR ANY FABRIC OR
 MEMBRANE-COVERED STRUCTURE DESIGNED WITH A QUICK
 REMOVAL OR BREAKAWAY MEMBRANE OR FABRIC AT WIND
 VELOCITIES OF 75 MPH,
  
 3105.5 RIGID AWNINGS AND CANOPY SHUTTERS.
 3105.5.1 LOADS.
 RIGID AWNINGS AND CANOPY SHUTTERS SHALL BE DESIGNED TO
 RESIST THE LOADS SET FORTH IN CHAPTER 16 OF THIS CODE
 EXCEPT THAT STRUCTURES OR PARTS THEREOF WHICH ARE
 INTENDED TO BE REMOVED OR REPOSITIONED DURING PERIODS
 OF HIGH WIND VELOCITY SHALL BE DESIGNED IN THEIR OPEN
 OR EXTENDED POSITION TO DESIGN PRESSURES BASED ON A
 BASIC WIND SPEED OF MINIMUM 90 MPH, 3-SECOND WIND GUST
 WITH APPLICABLE SHAPE FACTORS AND TO RESIST NOT LESS
 THAN 10 PSF (478 PA) ROOF LIVE LOAD.
 3105.5.3
 STRUCTURES DESIGNED TO BE READILY REMOVED OR
 REPOSITIONED DURING PERIODS OF HIGH WIND VELOCITY SHALL
 BE POSTED WITH A LEGIBLE AND READILY VISIBLE DECAL OR
 PAINTED INSTRUCTIONS TO THE OWNER OR TENANT TO REMOVE
 OR REPOSITION THE STRUCTURE OR PART THEREOF DURING SUCH
 PERIODS OF TIME AS ARE DESIGNATED BY THE U.S. WEATHER
 BUREAU AS BEING A HURRICANE WARNING OR ALERT.
  
 71) SHEET A-42.4 WALL TYPES INTERIOR PARTITION TYPE 1-4
 DO NOT PROVIDE A UL LISTING OR OTHER AGENCY PROVIDING A
 TESTED ASSEMBLY FOR FIRE RESISTANCE RATINGS AND FOR
 SOUND.
 . 703.2 FIRE-RESISTANCE RATINGS.
 THE FIRE-RESISTANCE RATING OF BUILDING ELEMENTS SHALL
 BE DETERMINED IN ACCORDANCE WITH THE TEST PROCEDURES
 SET FORTH IN ASTM E 119 OR IN ACCORDANCE WITH SECTION
 703.3. WHERE MATERIALS, SYSTEMS OR DEVICES THAT HAVE
 NOT BEEN TESTED AS PART OF A FIRE-RESISTANCE-RATED
 ASSEMBLY ARE INCORPORATED INTO THE ASSEMBLY, SUFFICIENT
 DATA SHALL BE MADE AVAILABLE TO THE BUILDING OFFICIAL
 TO SHOW THAT THE REQUIRED FIRE-RESISTANCE RATING IS NOT
 REDUCED. MATERIALS AND METHODS OF CONSTRUCTION USED TO
 PROTECT JOINTS AND PENETRATIONS IN
 FIRE-RESISTANCE-RATED BUILDING ELEMENTS SHALL NOT
 REDUCE THE REQUIRED FIRE-RESISTANCE RATING.
 SOUND: 1207.2.
  
 72) SHEET A-42.4 DETAIL# 11 DOES NOT INDICATE THE USE
 OF HORIZONTAL BRACING ANGLES AS INDICATED IN THE
 ASSEMBLY. UL U-505.
  
 73) SHEET A-43.0 DETAIL# 6 INDICATES THE USES OF ROOF
 HATCH AND SHIP???S LADDER, PLEASE PROVIDE THE LOCATION
 WHERE THIS SECTION WAS TAKEN, IT DOES NOT SHOW ON THE
 ROOF OR POOL DECK SHEET A-11.0. ADDITIONAL INFORMATION
 REQUIRED. NOTE THERE ARE NO MIAMI-DADE NOA???S
 AVAILABLE FOR ROOF HATCHES NOR STATE APPROVALS.
 CURRENTLY THE CITY OF WEST PALM BEACH HAS TWO LOCAL
 APPROVALS ONE FOR A NYSTROMRGH3630T AND SECOND A BILCO
 HATCH MODEL S-20.
  
 74) SHEET A-44.0 STAIRWAYS IN VARIOUS DETAILS INDICATES
 THE USE OF A ADA AREA OF REFUGE THAT BLOCK THE
 STAIRWAY. THIS BEING A HIGH RISE WILL NEED TO HAVE A
 SUPERVISED AUTOMATIC FIRE SPRINKLER SYSTEM, THIS IS THE
 EXCEPTION TO 11-4.1.3.9 NOT REQUIRING AREAS OF RESCUE
 ASSISTANCE.
  
 75) SHEET A-44.1 DETAIL# 1 AND ???K??? BOTH INDICATE
 THE USE OF A HORIZONTAL GUARD RAIL SYSTEM BUT NEITHER
 DETAIL PROVIDES THE DISTANCE BETWEEN RAILS. PLEASE
 REVIEW 1012.3.
  
 76) SHEET S-2 JUST WEST OF THE ELEVATORS THE PLANS
 INDICATE PORTIONS OF THE EXISTING SLAB TO BE IN FILLED
 BUT THERE IS NO STEEL REINFORCING INFORMATION ON PLAN.
  
 77) SHEET S-2 THE EAST SIDE OF THE BUILDING IT APPEARS
 THERE TO BE NEW FOUNDATIONS THAT MAY PASS BEYOND THE
 PROPERTY LINE PLEASE SEE GRID LINE 1A, 1B & 1C. 3307.1
 PROTECTION REQUIRED. ADJOINING PUBLIC AND PRIVATE
 PROPERTY SHALL BE PROTECTED FROM DAMAGE DURING
 CONSTRUCTION, REMODELING AND DEMOLITION WORK.
 PROTECTION MUST BE PROVIDED FOR FOOTINGS, FOUNDATIONS,
 PARTY WALLS, CHIMNEYS, SKYLIGHTS AND ROOFS. PROVISIONS
 SHALL BE MADE TO CONTROL WATER RUNOFF AND EROSION
 DURING CONSTRUCTION OR DEMOLITION ACTIVITIES. THE
 PERSON MAKING OR CAUSING AN EXCAVATION TO BE MADE SHALL
 PROVIDE WRITTEN NOTICE TO THE OWNERS OF ADJOINING
 BUILDINGS ADVISING THEM THAT THE EXCAVATION IS TO BE
 MADE AND THAT THE ADJOINING BUILDINGS SHOULD BE
 PROTECTED. SAID NOTIFICATION SHALL BE DELIVERED NOT
 LESS THAN 10 DAYS PRIOR TO THE SCHEDULED STARTING DATE
 OF THE EXCAVATION.
  
 78) SHEET S-3- S-6 ALL INDICATE THE REINFORCEMENT
 AROUND EXISTING OPENINGS WITH REBAR AND CONCRETE
 COLUMNS. ADDITIONAL INFORMATION IS REQUIRED. THE PLANS
 DO NOT INDICATE THE MINIMUM EMBEDMENT OF THE # 5
 VERTICAL REBAR INTO THE SLAB ABOVE AND BELOW. THE OTHER
 ISSUE THAT I SEE IS THERE IS NO MINIMUM SIZE REQUIRED
 FOR THE COLUMN SIZE NEXT TO THE WINDOWS, AND IS THE
 BEAM ABOVE ( WHERE THE COLUMN IS BEING DOWELED INTO THE
 BEAM BOTTOM ) IS THIS THE WINDOW HEADER OR WILL A
 LINTEL ALSO BE REQUIRED? PLANS DO NOT MENTION ANY
 TREATMENT FOR A POURED CONCRETE SILL? ADDITIONAL
 INFORMATION REQUIRED106.1.2./ 1609.6.2.1 PART OF THE
 MAIN WIND-FORCE RESISTING SYSTEM.
  
 79) SHEET S-7 THE NEW POOL DECK IS MISSING A LOT OF
 INFORMATION:
 79A) PLANS DON???T IDENTIFY THE NEW COLUMNS SIZE OF
 REBAR, NUMBER OF REBAR NOR HOOPS
 79B) PLANS DON???T INDICATE INFORMATION AS TO THE NEW
 TIE BEAM TB-1
 79C) PLANS DON???T INDICATE STEEL LAYOUT FOR POOL BEAM
 NOR GUTTER PLACEMENT WITHIN THE POOL
 BEAM AND DECK TRANSITION
 79D) NEW WATER FEATURE AND STRUCTURE ARE NOT EVEN
 MENTIONED
 79E) PLANS FAIL TO INDICATE NEW AWNING / CANOPY AND
 REINFORCEMENT OF SLAB
 79F) STRUCTURE FOR RESTROOMS AGAIN NO INFORMATION
 PLANS FOR THE POOL DECK AND ROOF TOP A/C UNITS ARE
 INCOMPLETE AND NO REVIEW CAN BE ACCOMPLISHED!
  
 80) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
  
 MEMBER OF BOAF, THE BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA: PROTECTING LIVES AND PROPERTY SINCE 1953.
  
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. UNDER FLORIDA STATE STATUTE SB80, E-MAIL ADDRESSES
 ARE PUBLIC RECORDS. WRITTEN COMMUNICATIONS TO OR FROM
 LOCAL OFFICIALS REGARDING CITY BUSINESS ARE PUBLIC
 RECORD, AVAILABLE TO THE PUBLIC UPON REQUEST. YOUR
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Review Stop E ELECTRICAL
Rev No 1 Status F Date 2009-02-06 Cont ID  
Sent By dpalmer Date 2009-02-06 Time 13:40 Rev Time 0.00
Received By dpalmer Date 2009-02-06 Time 13:41 Sent To  
Notes
2009-02-06 08:12:38 
  
  
 *** DENIED REVIEW **
  
  
 ** IMPORTANT:
 IT IS VERY IMPORTANT TO UNDERSTAND THE REVIEW IS BASED
 ON THE PLANS SUBMITTED AT THIS TIME. AS THERE IS MANY
 ITEMS NOT YET COMPLETED OR SUBMITTED FOR REVIEW A
 COMPLETE REVIEW OF CODE COMPLIANCE DETERMINATION CAN
 NOT BE DONE AT THIS TIME. THERE MAY CERTAINLY BE NEW
 COMMENTS ON THE FOLLOWING REVIEW DUE TO CHANGES IN
 PLANS, SUBMITTED DOCUMENTS ETC WHICH IS NOT POSSIBLE TO
 BE MADE AT THIS TIME.
  
  
 1) NOTE: PLANS HAVE BEEN SUBMITTED FOR * PLAN REVIEW*
 ONLY AND HAVE NOT BEEN SUBMITTED FOR PERMIT. PLEASE
 KNOW ONCE PERMIT APPLICATION IS MADE ITEMS SUCH AS
 LICENSING OF CONTRACTOR, AND OTHER DESIGN PROFESSIONALS
 WILL ALL BE VERIFIED AT THAT TIME. PLAN REVIEW DOES NOT
 *LOCK* A PROJECT IN UNDER THE CODE IN EFFECT AT THE
 TIME OF THE REVIEW. ONLY PLANS SUBMITTED FOR PERMIT
 APPLICATION WITH LICENSED CONTRACTOR. THIS IS GIVEN FOR
 INFORMATION ONLY AS THE FLORIDA BUILDING CODE IS SET TO
 CHANGE ON MARCH 1ST, 2009.
 EVEN ONCE ALL ITEMS NOTED FOR CODE COMPLIANCE ARE
 ADDRESSED AND PERMIT APPLICATION HAS NOT BEEN MADE THE
 REVIEW STATUS WILL STILL REMAIN FAILED.
  
 2) NOTE: PLANS NEED TO BE COMPLETE IN ORDER TO RECEIVE
 A COMPLETE REVIEW FOR CODE COMPLIANCE. AS THERE ARE
 SEVERAL ITEMS ON THE PLANS MISSING IT IS VERY POSSIBLE
 THERE WILL BE NEW COMMENTS ON THE FOLLOWING REVIEW
 WHICH CAN NOT BE MADE AT THIS TIME.
 PLEASE BE SURE PLANS ARE PRINTED CLEARLY. THERE ARE
 SEVERAL SHEETS IN WHICH THE PRINT IS VERY FAINT AND NOT
 READABLE. THERE ARE SOME LOCATIONS IN WHICH WALLS ARE
 MISSING OR THERE IS SOME SORT OF SHIFT IN THE PLANS.
 PLEASE COMPLETE ALL FIXTURE DESIGNATIONS ON PLANS.
 PLEASE COMPLETE ALL LOAD CALCULATIONS. NEC 220
 PLEASE SEE FBC 106.1.1, 106.1.2 FOR CLARITY,
 COORDINATION AND ADDITIONAL INFORMATION. IT IS
 RECOMMENDED TO TAKE A LOOK AT THE CONSTRUCTION SERVICES
 DEPARTMENT WEBSITE WHICH CONTAINS A LIST OF SEVERAL
 ITEMS FOR MOST COMMON FAILURE ITEMS.
 PLEASE ALSO SEE FBC 106.1.3 FOR QUALITY OF PLANS BEING
 SUBMITTED.
  
 3) NOTE: THE CODES FOR THIS REVIEWER NEED TO BE STATED
 ON PLANS AS FOLLOWS. THERE IS NO COVER SHEET, NO PAGE
 IDENTIFICATION PAGE ETC
 THE FOLLOWING CODES ARE THE CURRENT CODES IN EFFECT.
 THERE ARE SEVERAL OF THESE WHICH WILL BE REVISED COME
 MARCH 1ST, 2009. THIS WILL AFFECT REVIEW AND DESIGN.
 CURRENT CODES ARE:
 2004 FBC W/2007 REVISIONS.
 2005 NFPA-70 (NATIONAL ELECTRICAL CODE)
 2006 NFPA-101 (LIFE SAFETY CODE)
 2002 NFPA-72 (NATIONAL FIRE ALARM CODE)
 2003 NFPA-20 ( STANDARD FOR STATIONARY FIRE PUMP)
 PLEASE ALSO BE SURE THE FP SHEETS CONTAIN THE REFERENCE
 TO NFPA-20 2003.
  
 ** THESE ARE NOTED FOR THIS REVIEWER. THERE MAY BE
 OTHERS NOTED BY OTHER TRADES.
 PLEASE SEE SOME NOTES BELOW AS THERE ARE SOME CODE
 REFERENCES TO CODES WHICH ARE NO LONGER ADOPTED IN THE
 STATE OF FLORIDA.
  
 4) NOTE: PLANS ARE NOT SIGNED, DATED OR SEALED. FS 481,
 471, FAC 61G15-23.002, .001 ETC
 AS PLANS WERE ONLY SUBMITTED FOR PARTIAL PLAN REVIEW IT
 IS UNDERSTOOD WHY THEY WERE NOT SIGNED AND SEALED.
  
 5) NOTE: PLEASE SUBMIT COMPLETE PHOTO-METRICS FOR ALL
 EGRESS PATHS. SOME WERE SUBMITTED AND SHOWN FOR GARAGE
 AREAS HOWEVER THESE ARE NOT ALL EGRESS PATHS. PLEASE BE
 SURE TO SEE NFPA-101 7.8.1.3, 7.9.1.2, 7.9.2.2, FBC
 1006.2.1, .2.3. ALL EGRESS STAIRS SHALL CONTAIN A
 MINIMUM OF 10FT CANDLES UNDER NORMAL AND IS PERMITTED
 TO GO DOWN TO 1FT CANDLE UNDER EMERGENCY CONDITIONS.
 THIS IS BASED ON AN AVERAGE PER FORMULA STATED IN THE
 LIFE SAFETY CODE.
 ** IMPORTANT**
 IF THIS BUILDING IS GOING TO REMAIN OCCUPIED UNDER
 EMERGENCY POWER DURING OR AFTER AN EVEN SUCH AS A
 HURRICANE OR OTHER TIME WHEN NORMAL POWER IS LOST THE
 BUILDING SHALL CONTAIN BATTERY BACK UP LIGHTING IN ALL
 EGRESS PATHS TO MEET THE 1FT CANDLE AVERAGE. THE LIFE
 SAFETY CODE AS WELL AS CHAPTER 10 OF THE FLORIDA
 BUILDING CODE ADDRESSES THE REQUIRED EGRESS LIGHTING TO
 EXIT *ALL* OCCUPANTS OUT OF THE BUILDING IN EMERGENCY
 EVENT OR LOSS OF NORMAL POWER.
 WHEN A BUILDING IS OCCUPIED UNDER EMERGENCY POWER THE
 BACK UP SYSTEM OF THE PREVIOUS NORMAL POWER HAS NOW
 BECOME THE NORMAL POWER. A LOSS OF ONE BREAKER SUCH AS
 THE GENERATOR MAIN OR THE GENERATOR ITSELF GOING DOWN
 WOULD REMOVE ALL LIFE SAFETY BACK UP FOR LIGHTING AND
 EGRESS PATHS.
 PLEASE CALL TO GO OVER OTHER OPTIONS WHICH WOULD
 REQUIRE A LETTER THE OWNER WHICH WOULD BE REQUIRED TO
 EVACUATE ALL OCCUPANTS WHEN THE BUILDING GOES INTO
 EMERGENCY POWER BACK UP. THE WORDING TO THAT AFFECT
 WOULD BE GONE OVER AT A LATER DATE IF THAT IS THE
 OPTION.
 BASED ON THE PLANS SUBMITTED OTHER LOCATIONS WHICH WILL
 REQUIRE BATTERY BACK UP LIGHTING FIXTURES OF SOME TYPE
 WHETHER OR NOT BUILDING REMAINS OCCUPIED WILL BE THE
 STAIRS, EMERGENCY GENERATOR ROOM, FIRE PUMP ROOM, MAIN
 ELECTRICAL ROOM, ELEVATOR EQUIPMENT ROOMS AND FIRE
 COMMAND ROOM AND OTHER POSSIBLE LOCATIONS AS NOT ALL
 ARE COMPLETE. THERE ARE AREAS OF THE PLANS WHICH DO NOT
 MEET THE WIRING REQUIREMENTS AND ARE ALSO REQUIRED TO
 CONTAIN BATTERY BACK UP FIXTURE FOR EGRESS LIGHTING.
 PLEASE SEE SECTIONS ABOVE AS WELL AS 700.12F, 700.16
 ETC.
 ALL STAIRS BASED ON WIRING AS SHOWN ARE REQUIRED TO BE
 BATTERY BACK UP.
 BATTERY BACK UP LIGHTING SHALL BE INSTALLED. THE
 GENERATOR MAY NOT BE USED AS THE SOLE BACK UP FOR
 EGRESS LIGHTING.
 PLEASE SEE THE FOLLOWING TEXT WHICH IS TAKEN DIRECTLY
 FROM THE LIFE SAFETY CODE. 7.9.2.2.
 PLEASE ALSO SEE 7.8.2.1 AS THE SOURCE SHALL BE
 ACCEPTABLE TO THE AHJ.
  
 THE EMERGENCY LIGHTING SYSTEM SHALL BE ARRANGED TO
 PROVIDE THE REQUIRED ILLUMINATION AUTOMATICALLY IN THE
 EVENT OF ANY INTERRUPTION OF NORMAL LIGHTING DUE TO ANY
 OF THE FOLLOWING:
 (1) FAILURE OF A PUBLIC UTILITY OR OTHER OUTSIDE
 ELECTRICAL POWER SUPPLY
 (2) OPENING OF A CIRCUIT BREAKER OR FUSE
 (3) MANUAL ACT(S), INCLUDING ACCIDENTAL OPENING OF A
 SWITCH CONTROLLING NORMAL LIGHTING FACILITIES
  
  
  
 6) NOTE: LOCATIONS SUCH AS THE FIRE COMMAND ROOM AND
 THE EMERGENCY GENERATOR ROOM WOULD REQUIRE SUCH
 SIGNAGE. ALL OF THESE ROOMS ARE ALSO REQUIRED TO
 CONTAIN PERMANENT MAPPING CONTAINING A LAYOUT OF THE
 BUILDING SHOWING THE LOCATIONS OF EACH OF THESE ROOMS
 CLEARLY IDENTIFIED. THIS WOULD BE REQUIRED IN ALL ROOMS
 NOTING EACH OF THE OTHERS. THIS COMMENT MAY BE ADDRESS
 BY NOTES ON PLANS. THIS WILL ONE OF THE REQUIRED ITEMS
 BY THE CONTRACTOR TO HAVE ALL SIGNAGE UP FOR ALL MAINS,
 ELECTRICAL SERVICES, FIRE PUMPS, FIRE COMMAND ROOM ETC
 BEFORE ANY RELEASE OF POWER. THIS IS NOT THE ONLY
 REQUIREMENT OTHERS WILL BE DIRECTED AT A LATER DATE BY
 THE INSPECTION STAFF.
 230.2E, 700.8,701.9, ETC
  
 7) NOTE: PLEASE BE SURE TO LIST ALL OF THE FOLLOWING
 ITEMS REQUIRED TO BE LOCATED IN THE FIRE COMMAND ROOM.
 NFPA-101 11.8.5 THESE ARE SYSTEMS AT A MINIMUM. PLEASE
 SEE NOTES FORM OTHER TRADES SUCH AS THE FIRE MARSHAL
 WHICH MAY ALSO NOTE OTHER ITEMS.
 (1) VOICE FIRE ALARM SYSTEM PANELS AND CONTROLS
 (2) FIRE DEPARTMENT TWO-WAY TELEPHONE COMMUNICATION
 SERVICE PANELS AND CONTROLS WHERE REQUIRED BY ANOTHER
 SECTION OF THIS CODE
 (3) FIRE DETECTION AND FIRE ALARM SYSTEM ANNUNCIATION
 PANELS
 (4) ELEVATOR FLOOR LOCATION AND OPERATION ANNUNCIATORS
 (5) SPRINKLER VALVE AND WATER-FLOW ANNUNCIATORS
 (6) EMERGENCY GENERATOR STATUS INDICATORS
 (7) CONTROLS FOR ANY AUTOMATIC STAIRWAY DOOR UNLOCKING
 SYSTEM
 (8) FIRE PUMP STATUS INDICATORS
 (9) A TELEPHONE FOR FIRE DEPARTMENT USE WITH CONTROLLED
 ACCESS TO THE PUBLIC TELEPHONE SYSTEM
  
 8) NOTE: PLEASE BE SURE THE ELEVATION OF ALL EMERGENCY
 ELECTRICAL SYSTEMS SUCH AS THE GENERATOR, EQUIPMENT,
 FIRE PUMP ETC IS LISTED ON PLANS. THE ELEVATIONS ARE
 REQUIRED TO MEET ONE OF THE FOLLOWING; EITHER THE 100
 YEAR STORM ELEVATION OR THE ELEVATION SET FORTH BY THE
 SLOSH (SEA, LAKE, OVERLAND SURGES BY HURRICANES) CHARTS
 BASED ON A CATEGORY 4 HURRICANE.
 PLEASE SEE NFPA-110 CHAPTER 7.2.3
  
 9) NOTE: AS NOTED ABOVE FOR COMPLETE PHOTO-METRICS FOR
 EGRESS. PLEASE ALSO INCLUDE THE LIGHTING LEVELS IN THE
 EMERGENCY GENERATOR ROOM. PLEASE SEE NFPA-110 7.3.3.
 THE LIGHTING LEVELS IN THIS ROOM SHALL BE AT A MINIMUM
 OF 30FT CANDLES.
  
 10) NOTE: PLEASE ALSO INCLUDE THE LIGHTING LEVELS FOR
 ELEVATOR PITS TO MEET THE MINIMUM OF 5FT CANDLES.
 PLEASE SEE NEC 620.23 WHICH CONTAINS REFERENCE TO
 MINIMUM REQUIREMENTS. SEE HANDBOOK COMMENTARY; ASME
 A17.1-2004, SAFETY CODE FOR ELEVATORS AND ESCALATORS,
 REQUIRES A MINIMUM OF 5 FT-CANDLES (54 LUX) AT THE PIT
 FLOOR AND REQUIRES LUMINAIRES TO BE EXTERNALLY GUARDED
 TO PREVENT ACCIDENTAL BREAKAGE.
  
  
 11) NOTE: PLEASE SUBMIT MORE INFORMATION ON ALL
 PROPOSED LIGHTING CONTROL SYSTEMS. SEE NOTES WITH
 RESPECT TO FBC EXISTING BUILDING CODE WITH RESPECT TO
 HISTORIC BUILDINGS AND REQUIREMENTS PER THE BUILDING
 CODE.
 SEE CHAPTER 13, 13-415.1.ABC.1 ETC.
 AS PLANS ARE NOT COMPLETE WITH INFORMATION, ACTUAL
 DESIGN AND SEVERAL OTHER ASPECTS BEING INCOMPLETE IT IS
 VERY DIFFICULT TO GIVE MANY TECHNICAL CODE SECTIONS.
  
 12) NOTE: PLEASE SUBMIT THE MANUFACTURES SPECS/CUT
 SHEETS FOR THE FOLLOWING ITEMS.
 THE GENERATOR.
 FIRE PUMP.
 FIRE PUMP CONTROLLER.
 ATS (AUTOMATIC TRANSFER SWITCH).
 FUEL TANK. THE FUEL TANK WILL BE REVIEWED BY OTHERS)
  
 MINIMUM EQUIPMENT MEETING THE CODE AT THIS TIME MUST BE
 VERIFIED. EVEN IF THE EQUIPMENT IS NOT FINAL EQUIPMENT
 WILL NEED TO BE CHOSEN AT THIS TIME MEETING MINIMUM
 PERMITTED BY CODE. THE MANUFACTURE OR BRAND OF
 EQUIPMENT MAY ALWAYS BE CHANGED AT A LATE DATE.
 90.7,110.3, NFPA_20, NFPA-101, NFPA-70, NFPA-110.
 FBC 106.1.1,106.1.2 FOR ADDITIONAL INFORMATION AND
 CLARITY.
  
 13) NOTE: PLEASE PROVIDE ALL SHUT DOWN OF ALL EQUIPMENT
 IN IT ROOM INCLUDING A/C UNIT. THE PLANS DO NOT SHOW
 ANY EPO (EMERGENCY POWER OFF) BUTTON AS REQUIRED PER
 645.10. THE PLANS IDENTIFY LOCATIONS AS *IT ROOMS*
 HOWEVER BASED ON PLANS NOT BEING COMPLETE THERE ARE
 SEVERAL UNANSWERED QUESTIONS. PLEASE SEE 645.10 FOR
 DISCONNECTING REQUIREMENTS.
 PLEASE SEE NEC 645.4 REQUIREMENTS OF AN IT ROOM. WHEN
 ANY PROPOSED ROOM DOES MEETS ALL ITEMS LISTED PER 645.4
 THE WIRING METHODS WHICH ARE LESS STRINGENT IN THIS
 CODE SECTION MAY NOT BE USED.
 PLEASE MEET ALL OF 645.4 OR PLEASE CHANGE DESIGNATION
 AND PROVIDE NOTE FOR WIRING METHODS OF CHAPTERS 1-4
 MUST BE USED. IT MAY BE HELPFUL TO CONTACT IT PERSONNEL
 FOR MARRIOTT OR OWNER TO CONFIRM WIRING METHODS TO BE
 USED.
 THE FOLLOWING IS EXTRACTED FROM THE NEC FOR EASE OF
 CODE SECTIONS:
  
  
 THIS ARTICLE SHALL APPLY, PROVIDED ALL OF THE FOLLOWING
 CONDITIONS ARE MET:
 (1) DISCONNECTING MEANS COMPLYING WITH 645.10 ARE
 PROVIDED.
 (2) A SEPARATE HEATING/VENTILATING/AIR-CONDITIONING
 (HVAC) SYSTEM IS PROVIDED THAT IS DEDICATED FOR
 INFORMATION TECHNOLOGY EQUIPMENT USE AND IS SEPARATED
 FROM OTHER AREAS OF OCCUPANCY. ANY HVAC SYSTEM THAT
 SERVES OTHER OCCUPANCIES SHALL BE PERMITTED TO ALSO
 SERVE THE INFORMATION TECHNOLOGY EQUIPMENT ROOM IF
 FIRE/SMOKE DAMPERS ARE PROVIDED AT THE POINT OF
 PENETRATION OF THE ROOM BOUNDARY. SUCH DAMPERS SHALL
 OPERATE ON ACTIVATION OF SMOKE DETECTORS AND ALSO BY
 OPERATION OF THE DISCONNECTING MEANS REQUIRED BY
 645.10.
 FPN: FOR FURTHER INFORMATION, SEE NFPA 75-2003,
 STANDARD FOR THE PROTECTION OF INFORMATION TECHNOLOGY
 EQUIPMENT, CHAPTER 10, 10.1, 10.1.1, 10.1.2, AND
 10.1.3.
 (3) LISTED INFORMATION TECHNOLOGY EQUIPMENT IS
 INSTALLED.
 (4) THE ROOM IS OCCUPIED ONLY BY THOSE PERSONNEL NEEDED
 FOR THE MAINTENANCE AND FUNCTIONAL OPERATION OF THE
 INSTALLED INFORMATION TECHNOLOGY EQUIPMENT.
 (5) THE ROOM IS SEPARATED FROM OTHER OCCUPANCIES BY
 FIRE-RESISTANT-RATED WALLS, FLOORS, AND CEILINGS WITH
 PROTECTED OPENINGS.
 FPN: FOR FURTHER INFORMATION ON ROOM CONSTRUCTION
 REQUIREMENTS, SEE NFPA 75-2003, STANDARD FOR THE
 PROTECTION OF INFORMATION TECHNOLOGY EQUIPMENT, CHAPTER
 5.
  
 ALL ITEMS ABOVE WITH THE EXCEPTION OF # 1 ABOVE ARE
 SHOWN ON PLANS.
  
 14) NOTE: PLEASE PLACE NOTES ON PLANS FOR SIGNAGE
 REQUIRED FOR ARC FLASH OF ALL EQUIPMENT MEETING 110.16
  
 15) NOTE: PLEASE SEE FBC 3006.2 FOR REQUIRED
 CONDITIONING/VENTILATION OF ELEVATOR EQUIPMENT ROOMS.
 THE ELECTRICAL PLANS DO SHOW ELECTRICAL FOR ELEVATOR
 EQUIPMENT.
  
 16) NOTE: PLEASE SEE 620.23 AS NOTED ABOVE FOR ELEVATOR
 PIT AREAS FOR LIGHTING LEVELS. THIS SAME SECTION
 REQUIRES THE LIGHTING AS WELL AS RECEPTACLES IN THESE
 EQUIPMENT ROOMS TO BE ON DEDICATED CIRCUITS. AS PLANS
 ARE NOT COMPLETE WITH CIRCUITING NO REVIEW WITH
 NUMEROUS SECTIONS OF 620 CAN NOT BE DONE.
  
 17) NOTE: PLEASE OBTAIN PHOTO-METRIC LEVELS FOR
 SWIMMING POOL AREA FOR ANY NIGHT TIME SWIMMING PER PALM
 BEACH COUNTY HEALTH DEPARTMENT. ALL PHOTO-METRICS FOR
 ANY SWIMMING AFTER DUSK OR BEFORE DAWN SHALL BE STAMPED
 BY THE HEALTH DEPARTMENT.
 THIS IS NOT A CITY OF WEST PALM BEACH ADOPTED LEVEL OF
 LIGHTING HOWEVER UNLESS PLANS ARE STAMPED PERMIT MAY
 NOT BE ISSUED. PLEASE ALSO KEEP IN MIND IF THERE IS NOT
 GOING TO BE ANY SWIMMING OUTSIDE OF THE DAYLIGHTS HOURS
 PER THE HEALTH DEPARTMENT PLEASE PLACE NOTES ON PLANS
 ACCORDINGLY.
  
 18) NOTE: ANY PROPOSED LIGHTNING PROTECTION SYSTEM IS
 GOING TO BE REQUIRED TO BE UNDER SEPARATE PERMIT.
 HOWEVER PLEASE PLACE NOTES ON PLANS THAT ANY PROPOSED
 LIGHTNING PROTECTION SYSTEM SHALL MEET NFPA-780. (OR
 WORDS TO THAT AFFECT).
 THERE ARE MANY SYSTEMS ON THE MARKET WHICH DO NOT MEET
 ANY ACCEPTABLE STANDARD AND ARE NOT LISTED TO MEET
 NFPA-780.
  
 19) NOTE: PLEASE BE SURE THE FOLLOWING STATEMENT IS
 PLACED ON PLANS AS REQUIRED PER FBC 109.3.6.4.4 PLEASE
 SEE A STATEMENT OF SIMILAR WORDING IS ALREADY ON THE
 LIFE SAFETY PLANS.
 * TO THE BEST OF THE ARCHITECT???S OR ENGINEER???S
 KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE
 APPLICABLE BUILDING CODES AND THE APPLICABLE
 FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL
 AUTHORITY IN ACCORDANCE WITH THIS SECTION AND CHAPTER
 633, FLORIDA STATUTES*
  
 20) NOTE: PLEASE SEE FA PLANS. PLEASE SEE CHAPTER 11 OF
 THE FBC. PLEASE SEE FBC 11-4.28.1, .2 AND .3 FOR
 REFERENCES AND PLEASE BE SURE TO REFLECT THESE CODES.
  
 21) NOTE: PLEASE PROVIDE INFORMATION ON FUEL
 CONSUMPTION ON GENERATOR FOR 100% LOAD OF THE FIRE PUMP
 AND ALL EMERGENCY SYSTEMS PER 700 AND 701.
 PLEASE BE SURE TO INCLUDE 5% FOR SUMP AND 5% FOR
 EXPANSION.
 PLEASE SEE NFPA-110, NFPA-20 9.6.2.2
  
 22) NOTE: WHEN COMPLETING PLANS PLEASE BE SURE TO LABEL
 ALL MAINS AND EQUIPMENT. 230.2E, 700.8, 701.9 ETC.
  
 23) NOTE: NO INFORMATION FOR FIRE PUMP CONTROLLER AS
 SERVICE ENTRANCE RATED OR ANY OTHER INFORMATION AT THIS
 TIME. PLEASE SEE NEC 695,695.4 AND NFPA-20. PLEASE SEE
 NOTES ABOVE AND EXPANDED ON THE FIRE PUMP CONTROLLER
 INFORMATION.
 PLEASE BE SURE TO SEE NOTES ON TRANSFER SWITCHES.
  
 24) NOTE: PLEASE SEE 230.95,240.13 ETC. THE CODE
 REQUIRES GROUND FAULT PROTECTION FOR ANY SYSTEMS 150V
 OR MORE TO GROUND AND 1000AMPS OR OVER. THE RISER
 INDICATES GFI PROTECTION WHICH IS CLASS A PROTECTION
 FOR PERSONNEL. THIS IS NOT THE SAME KING OF PROTECTION
 WHICH IS GFP WHICH IS WHAT IS REQUIRED IN THE SECTIONS
 GIVEN. PLEASE PROVIDE INFORMATION ON THE TRANSFER
 SWITCHES AND PLEASE SEE THE FOLLOWING COMMENT WHICH MAY
 AFFECT THE USE OF 3-POLE OR 4-POLE TRANSFER SWITCHES.
  
 25) NOTE: PLEASE SEE NEC
 ,250.20,250.30,250.66,240.13.230.95, 700.7D AND 700.26.
 GFP PROTECTION IS REQUIRED ON THE NORMAL SIDE OF THE
 SERVICE HOWEVER ONLY GROUND FAULT SENSING IS REQUIRED
 TO BE ON THE SECONDARY SIDE. THE CODE ACTUALLY DOES NOT
 REQUIRE NOR DOES IT RECOMMEND GFP ON THE EMERGENCY
 EQUIPMENT.
 PLEASE SEVERAL WHITE PAPERS WHICH HAVE NOTES ON THE
 ABOVE SITUATION WHEN GROUND FAULT PROTECTION IS
 TRIGGERED BY THE CODE. MANY OF THESE IN FACT NOTE A
 COORDINATION LOSS OF EQUIPMENT WHEN THE USE OF 3-POLE
 ATS SWITCHES IS USED.
 PLEASE SEE NFPA-110 6.2.15** ISOLATION OF NEUTRAL
 CONDUCTORS. PROVISIONS SHALL BE INCLUDED FOR ENSURING
 CONTINUITY, TRANSFER, AND ISOLATION OF THE PRIMARY AND
 THE EPS NEUTRAL CONDUCTORS WHEREVER THEY ARE SEPARATELY
 GROUNDED TO ACHIEVE GROUND-FAULT SENSING.
 PLEASE SEE AN ATTACHED BRIEF EXPLANATION FROM *ASCO*
 WHITE PAPERS:
  
 WHERE GROUND FAULT PROTECTION IS TRIGGERED BY THE CODE
 AND AN ALTERNATE POWER SUPPLY IS INCLUDED, SWITCHING OF
 THE NEUTRAL BECOMES NECESSARY. THE CIRCUIT SHOWN ABOVE
 ILLUSTRATES SUCH A CIRCUMSTANCE. THE SERVICE IS LARGER
 THAN 1,000 AMPS. CONSEQUENTLY, GROUND FAULT PROTECTION
 IS REQUIRED AT THE MAIN SERVICE DISCONNECT AT A
 MINIMUM. IF IT IS INSTALLED THERE AND THE GENERATOR
 NEUTRAL GROUNDING WAS THROUGH A SOLID CONNECTION TO THE
 MAIN SERVICE NEUTRAL, A GROUND FAULT WHEN THE GENERATOR
 IS FEEDING THE LOAD WILL CAUSE THE MAIN SERVICE
 DISCONNECT TO OPEN. THIS WILL NOT DISCONNECT THE ARCING
 FAULT FROM THE GENERATOR. COORDINATION IS THUS LOST."
  
 THIS HAS BEEN READ AND NOTED BY OTHER MANUFACTURES.
 PLEASE OBTAIN AND VERIFY COORDINATION FROM THE PROPOSED
 MANUFACTURE AND ADJUST PLANS.
 AS THE PLANS DO NOT INDICATE THE USE OF 3 OR 4 POLE
 DEVICES AT THIS TIME FINAL COMMENT CAN NOT BE MADE.
 PLEASE ALSO SEE GENERATOR GROUNDING DETAIL MAYBE BE
 REQUIRED TO BE REVISED.
  
 26) NOTE: PLEASE SEE 700.9 OF THE NEC ALONG WITH
 EXHIBITS IN 700.1 ETC.
 *** IMPORTANT**
 PLEASE SEE NEC 700 AND 701 DEFINITIONS AND OTHER
 ADOPTED CODES AS NOT ALL SYSTEMS, FEEDERS, BRANCH
 CIRCUITS ETC ARE LIFE SAFETY/EMERGENCY SYSTEMS. SOME
 SHALL BE CONSIDERED LEGALLY REQUIRED. THIS WOULD
 REQUIRE SEPARATION.
 AN EXAMPLE IS THE ELEVATOR IS THIS OCCUPANCY IS
 CONSIDERED LEGALLY REQUIRE AND NOT LIFE SAFETY. THIS IS
 A BACK UP REQUIRED TO COME ON IN 60SECONDS INSTEAD OF
 THE REQUIRED 10 SECONDS LISTED IN 700 SYSTEMS.
 AN ELEVATOR IN A HOSPITAL WOULD BE DIFFERENT AND WOULD
 BE CONSIDERED LIFE SAFETY.
 THIS COMMENT WILL ALL TIE INTO THE COMMENTS ABOVE WITH
 RESPECT TO THE LIGHTING AND BACK UP OF THE EGRESS
 LIGHTS.
 PLEASE BE AWARE OF ANY PHONE SYSTEMS BEING PROPOSED
 WHICH WOULD BE REQUIRED TO CONTAIN UPS FOR BACK AS
 EMERGENCY COMMUNICATIONS IS REQUIRED TO CONTAIN BACK UP
 WHICH MAY THEN BE PART OF THE GENERATOR WHICH IS 10, 60
 SECOND BACK UP. NO DELAY IN PHONE SYSTEM IS PERMITTED.
  
 27) NOTE: PLEASE SUBMIT A COMPLETE COORDINATION STUDY
 FOR ALL LIFE SAFETY/EMERGENCY SERVICE EQUIPMENT AND
 BREAKERS. PLEASE SEE 240.12, 700.27 AND 701.18. THIS
 REQUIRES ALL BREAKERS AND EQUIPMENT TO BE COORDINATE.
  
 28) NOTE: PLEASE PROVIDE NOTE FOR SUPPORT OF VERTICAL
 CONDUCTORS PER 300.19.
  
 29) NOTE: PLEASE INDICATE AIC RATING FOR ALL SERVICE
 EQUIPMENT INCLUDING RATINGS OF ALL PANELS. 110.9. COULD
 NOT LOCATE ALL REQUIRED.
  
 30) NOTE: EVEN AS THE SWIMMING POOL IS UNDER A SEPARATE
 PERMIT PLEASE SEE 2005 NEC WHICH REQUIRES AN EQUAL
 POTENTIAL BOND.
 PLEASE PROVIDE DETAIL ON PLANS AS THIS MAY BE PART OF
 THE STRUCTURAL ELEMENTS OF THE PROPOSED STRUCTURE AND
 POOL AREA. 680.26
  
 31) NOTE: PLEASE PROVIDE THROUGH WALL AND FLOORS
 PENETRATION DETAILS PER 300.21. THE SPREAD OF FIRE IS
 REQUIRED TO BE CONTAINED PER SEVERAL ADOPTED REFERENCES
 AND STANDARDS.
 PLEASE SEE THE HANDBOOK COMMENTARY WHICH PROVIDES THE
 REFERENCES SUCH AS NFPA-221,251, ASTM AND ANSI
 REQUIREMENTS.
  
 32) NOTE: PLEASE COORDINATE ALL ITEMS ON RISER AND
 PANEL SCHEDULES. PLEASE SUBMIT COMPLETE PLANS FOR FULL
 REVIEW. THERE ARE SEVERAL ASPECTS OF RISER AND PANELS
 WHICH ARE NOT COMPLETED. NO CONDUCTORS, ETC ARE SHOWN.
 310.16,215.5 ETC
 FBC 106.1.1, 106.1.2, 106.3.5.1.2
  
 33) NOTE: PLEASE PROVIDE WORST CASE VOLTAGE DROP FOR
 FEEDERS AND BRANCH CIRCUITS.
 PLEASE KEEP IN MIND THIS NEEDS TO SHOW THE ENTIRE FEED
 THRU FROM THE SOURCE TO THE END USE. THE CODE REQUIRES
 A MAXIMUM ON THE ENTIRE RUN NOT FROM A PANEL TO THE END
 DEVICE ON A CIRCUIT. THIS MAY GREATLY AFFECT FEEDERS OR
 BRANCH CIRCUIT CONDUCTORS.
 PLEASE SEE 13-413.1ABC.1.
  
 34) NOTE: PLEASE PLACE NOTES ON PLANS AS REQUIRED PER
 13-413.ABC.2, .2.1 AND .2.2. THE WORDING AS STATED IN
 THE FBC IS ACCEPTABLE. THIS WAS CONFIRMED WITH FLORIDA
 BUILDING COMMISSION/DCA.
  
 35) NOTE: PLEASE INCLUDE LOAD CALCULATIONS FOR ALL
 PANELS AND SERVICES. SOME INFORMATION IS SHOWN ON PLANS
 HOWEVER MOST IS NOT COMPLETE AT THIS TIME.
 PLEASE BE SURE TO SHOW ALL CONTINUOUS LOADS AT 125%.
 230.42,215.5.
 220.
 PLEASE SEE SECTIONS SUCH AS 220.12,220.14,220.42,
 220.44 AND OTHERS SUCH AS 220.43 FOR TRACK LIGHTING.
 THERE ARE SEVERAL ASPECTS OF THE LOAD CALCULATIONS AND
 HOW LOADS WERE DERIVED WHICH NEED TO BE SHOWN
 FBC 106.1.1, 106.1.2, 106.3.5.1.2 FOR ADDITIONAL
 INFORMATION, CLARITY AND COORDINATION.
  
 36) NOTE: PLEASE COMPLETE ALL PANELS WITH THE CONDUCTOR
 SIZES PER 310.16, 240.4 ETC
 MANY ARE NOTED AND SHOWN HOWEVER DUE TO SOME PANELS NOT
 BEING COMPLETE AND SEVERAL OTHER ITEMS ARE MISSING ALL
 ITEMS CAN NOT BE REVIEWED.
  
 37) NOTE: PLEASE KNOW THAT THE PLANS NEED TO BE
 COMPLETE WITH ALL CIRCUITING AND COORDINATE4 WITH ALL
 SUBMITTED PANEL SCHEDULES BEFORE A COMPLETE REVIEW FOR
 CODE COMPLIANCE CAN BE ACHIEVED.
 THERE ARE LITERALLY HUNDREDS OF ITEMS NOT COMPLETE.
 THERE ARE TOO NUMEROUS AMOUNT OF ITEMS TO LIST WHICH
 ALSO ONLY SHOW QUESTION MARKS
 PLEASE LABEL AND PROVIDE ROOM AND AREA DESIGNATIONS ON
 PLANS AND CORRELATE WITH THE PANEL SCHEDULES SHOWING
 ALL ROOMS AND AREAS IN WHICH CIRCUITS FEED WILL BE
 REQUIRED FOR EACH PANEL. AS MANY SHEETS ARE VERY FAINT
 OR ITEMS OVER LAY PLANS ARE NOT EASILY READ.
 PLEASE SEE TEXT WHICH IS TAKEN FROM COMMENTARY IN THE
 CODE WHICH STATES THE USE OF *GEN LT* ETC IS NOT
 ACCEPTABLE. THIS INCLUDES ALL SUITES/ROOMS.
  
 *SECTION 408.4 WAS REVISED FOR THE 2005 CODE TO REQUIRE
 THAT THE IDENTIFICATION FOR EVERY CIRCUIT SUPPLIED BY A
 PANEL-BOARD OR SWITCHBOARD BE LEGIBLE AND CLEARLY STATE
 THE SPECIFIC PURPOSE FOR WHICH THE CIRCUIT IS USED.
 CIRCUITS USED FOR THE SAME PURPOSE MUST BE IDENTIFIED
 AS TO THEIR LOCATION. FOR EXAMPLE, SMALL APPLIANCE
 BRANCH CIRCUITS CAN SUPPLY OUTLETS IN THE KITCHEN,
 DINING ROOM, AND KITCHEN COUNTERTOPS. IDENTIFYING THE
 CIRCUITS AS SMALL APPLIANCE BRANCH CIRCUITS IS NOT
 ACCEPTABLE; INSTEAD, THEY SHOULD BE IDENTIFIED AS
 ``KITCHEN WALL RECEPTACLES,'' ``DINING ROOM FLOOR
 RECEPTACLE,'' OR ``KITCHEN COUNTERTOP RECEPTACLES LEFT
 OF SINK.'' CIRCUIT DIRECTORIES CONTAINING MULTIPLE
 ENTRIES WITH ONLY ``LIGHTS'' OR ``OUTLETS'' DO NOT
 PROVIDE THE SUFFICIENT DETAIL REQUIRED BY THIS
 SECTION.*
 408.4, 310.16, 240.4 ETC
 FBC 106.3.5.4
  
 38) NOTE: PLEASE SEE FBC 1019.1.25 AS NO OTHER SYSTEMS
 ARE PERMITTED IN THE VERTICAL EGRESS STAIRS WITH THE
 EXCEPTION OF THOSE SYSTEMS REQUIRED TO BE PART OF THE
 STAIRS.
  
 39) NOTE: PLEASE BE SURE TO SHOW/IDENTIFY THE REQUIRED
 SMOKE ALARMS, DETECTORS, AND CARBON MONOXIDE DETECTORS
 ON UNIT ROOM LAYOUT FOR ELECTRICAL PLANS AS THE FIRE
 ALARM WILL BE UNDER SEPARATE PERMIT.
 PLEASE SEE NFPA-72 CHAPTER 11, FBC CHAPTER 9. FS 553.85
  
 40) NOTE: PLEASE SEE 240.13,230.95 FOR REQUIRED GROUND
 FAULT PROTECTION.
  
  
 41) NOTE: ** PLEASE SEE ELECTRICAL ROOM 153 FOR EXAMPLE
 AS THE DOOR SWINGS INTO THE ELECTRICAL PANELS. A
 SITUATION COULD OCCUR WHICH WOULD CREATE A SERIOUS
 INJURY OR DEATH IF AN OCCUPANT OPENS THIS DOOR WHILE AN
 ELECTRICIAN WORKING IN ONE OF THESE PANELS. THE DOOR
 SWING WOULD POSSIBLY PUSH THE WORKER INTO A *HOT
 PANEL*. THIS WILL NOT BE PERMITTED. PLEASE ALSO CHECK
 THE DOOR SWING ON THE FIRST FLOOR MAIN ELECTRICAL DOOR
 AS BOTH NEEDS TO SWING OUT.
 PLEASE ALSO PROVIDE A LAYOUT OF ALL ELECTRICAL, FIRE
 PUMP ROOMS ETC SO COMPLIANCE FOR MINIMUM CLEARANCES
 AREA REVIEWED. THERE ARE TWO FIRE PUMP ROOMS SHOWN.
 PLANS ARE NOT COMPLETE IN EITHER CASE FOR EITHER OF
 THESE LOCATIONS.
  
 PLEASE SEE NOTES ABOVE WITH RESPECT TO PERMITTED
 SYSTEMS SUCH AS 700 AND 701 IN THE SAME LOCATIONS.
 NFPA-110 SECTION 7.2.2 AS EPSS EQUIPMENT SHALL NOT BE
 INSTALLED IN THE SAME ROOM WHERE THE NORMAL ELECTRICAL
 SERVICE EQUIPMENT IS INSTALLED. THE CODE; SECTION
 7.2.2.1 DOES PERMIT TRANSFER SWITCHES TO BE INSTALLED
 IN THE NORMAL ELECTRICAL SERVICE ROOM ONLY WHERE TWICE
 THE CLEARANCE REQUIRED BY ARTICLE 110.26(A) OF NFPA 70,
 NATIONAL ELECTRICAL CODE, EXISTS BETWEEN EQUIPMENT
 ENCLOSURES.
 EMERGENCY EQUIPMENT ROOMS WITH THE 2HR RATING AS
 REQUIRED PER 7.2.1.1 PROVIDES THE SAFE LOCATION SO ANY
 FIRE IN THE MAIN SWITCH GEAR BY AN EXPLOSION ETC WOULD
 NOT DAMAGE THE LIFE SAFETY OR LEGALLY REQUIRED SYSTEMS.
 PLEASE SEE LOCATION WHERE THE GENERATOR IS RUNNING AT
 FULL SPEED CAN ALSO BE DISTRACTING FOR ANY EMERGENCY
 PERSONNEL WHEN ATTEMPTING TO SHUT DOWN ANY SPECIFIC
 SYSTEMS. MEETING THE SECTION ABOVE FOR SEPARATION AND
 CLEARANCE REQUIREMENTS NEEDS TO BE ADDRESSED.
 LOCATIONS OF ALL ELECTRICAL EQUIPMENT NEED TO BE
 VERIFIED.
  
 PLEASE COMPLETE PLANS WITH ALL FURNITURE AS PROPOSED.
  
 42) NOTE: PLEASE SEE 210.8B3,4 AND 5 OF THE 2005 NEC
 WHICH REQUIRES ALL RECEPTACLES OUTSIDE EVEN IF FOR
 DEDICATE EQUIPMENT TO BE GFI/GFI PROTECTED.
  
 43) NOTE: PLEASE SUBMIT A COMPLETE FIXTURE LEGEND FOR
 ALL SPECIFIC FIXTURES AND IDENTIFY ALL FIXTURES ON
 PLANS. THERE ARE SEVERAL ITEMS FOR FBC CHAPTER 13 AS
 NOTED ABOVE ALONG WITH OTHER ITEMS SUCH AS POOL AREA
 LIGHTS WHICH NEED TO BE REVIEWED.
 PLEASE SEE 411.4B, 680.22 AND 680.23 WHICH WILL GREATLY
 AFFECT THE REVIEW FOR TYPES OF FIXTURES PERMITTED.
 PLEASE PLACE NOTE ON LIGHTING PLANS FOR POOL AREA WHICH
 DOES NOT PERMIT ANY LOW VOLTAGE LIGHTING SYSTEMS WITHIN
 10FT OF THE WATERS EDGE.
 FBC 106.1.1,106.1.2 FOR ADDITIONAL INFORMATION, CLARITY
 AND COORDINATION.
  
 44) NOTE: PLEASE KEEP IN MIND TO INDICATE THE REQUIRED
 WIND LOAD RATINGS FOR ANY ROOF-TOP OR OUTSIDE POLE
 LIGHT PER SECTION 1609 OF THE FBC. THE CALCULATIONS
 WHICH NEED TO BE SUBMITTED WILL NEED TO SHOW THE EPA
 (EFFECTIVE PROJECTED AREA) OF ANY PROPOSED LIGHT
 FIXTURE. THE CALCULATIONS WILL BE PART OF THE
 STRUCTURAL REVIEW ONCE SHOWN AND SUBMITTED.
 ELECTRICAL PLANS MUST SHOW MINIMUM WIND LOAD DESIGNS.
  
 45) NOTE: PLEASE PLACE NOTE ON PLANS FOR COLOR CODING
 FOR 277/480V SYSTEMS AS FOLLOWS:
 BROWN, PURPLED, AND YELLOW.
 PLEASE KNOW AS THE NEC DOES NOT PROVIDE COLOR CODING OF
 ALL SYSTEMS AND ORANGE IS FOR OPEN DELTA HIGH LEG
 SYSTEMS THE CITY OF WEST PALM BEACH USED TO HAVE
 TECHNICAL AMENDMENTS FOR THIS ITEM. THE LOCAL TECHNICAL
 AMENDMENTS ARE NO LONGER IN EFFECT HOWEVER IN KEEPING
 WITH THE UNIFORMITY WITH ALL OTHER BUILDING SYSTEMS
 WITHIN THIS JURISDICTION AND IN THE INTEREST OF LIFE
 SAFETY AND FIRE HAZARD THE ABOVE COLOR CODING IS
 REQUIRED PER 90.4.
  
 46) NOTE: PLEASE INDICATE THE REQUIRED SIGN CIRCUIT PER
 600.5.
  
 47) NOTE: PLEASE CHECK WITH THE LOCAL FAA AUTHORITY FOR
 REQUIREMENTS OF ANY AIRCRAFT WARNING LIGHTS WHICH MAY
 BE REQUIRED. PLEASE CHECK WITH THE FAA WEBSITE OR
 CONTACT THE LOCAL AIRPORT AUTHORITY.
 THIS WILL AFFECT ELECTRICAL ON PLANS IF SO REQUIRED.
 ( OTHER HIGH-RISE BUILDINGS IN AREA DO CONTAIN AIRCRAFT
 WARNING LIGHTING).
  
  
 ** PLEASE BE SURE TO SUBMIT THE ABOVE INFORMATION AS
 WELL AS INFORMATION NOT YET SUBMITTED.
 PLEASE CALL TO GO OVER ANY COMMENTS WHICH MAY NOT BE
 CLEAR IN ANY MANNER. CONTACT INFORMATION IS BELOW. IF
 VOICE MAIL IS CONTACTED PLEASE BE SURE TO LISTEN TO
 MESSAGE AS I MAY NOT BE IN THE OFFICE.
 PLEASE LEAVE A MESSAGE WHEN CALLING AND THE CALL WILL
 BE RETURNED AS SOON AS POSSIBLE.
  
  
 **IMPORTANT**
 ONCE AUDIT/REVIEWS ARE COMPLETE AND PLANS ARE PICKED UP
 FOR CORRECTIONS, PLEASE BE SURE TO COMPLETELY REMOVE
 ALL OLD/VOIDED SHEETS AND ONLY INSERT NEW REVISED
 SHEETS INTO TWO COMPLETE SETS FOR REVIEW AND STAMPING.
 DO NOT LEAVE ANY OLD/VOIDED SHEETS IN SETS.
 PLEASE DO NOT ATTACH SUPPORTING DOCUMENTS TO PLANS. ANY
 ADDITIONAL DOCUMENTATION SUCH AS PRODUCT APPROVALS,
 SPEC/CUT SHEETS, CALCULATIONS ETC. SHOULD BE PLACED
 INTO TWO SETS/FOLDERS/BINDERS ETC.
 PLEASE KNOW ONLY ONE SET OF THE OLD/VOIDED SHEETS
 SHOULD BE SUBMITTED FOR REFERENCE.
 THIS WILL HELP IN THE AUDIT/REVIEW PROCESS AND AVOID
 ANY DELAYS.
  
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPARTMENT
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
  

Review Stop ENG ENGINEERING CSD
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time  
Received By   Date   Time   Sent To  
Notes
***NONE***

Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2009-03-09 Cont ID  
Sent By mwennerg Date 2009-03-02 Time 15:55 Rev Time 0.00
Received By mwennerg Date 2009-03-02 Time 15:55 Sent To  
Notes
2009-03-02 16:18:08***DENIED***
  
 PLEASE NOTE THAT PLANS HAVE BEEN SUBMITTED FOR PLAN
 REVIEW ONLY. EVEN AFTER THE PLANS HAVE PASSED AND ARE
 CODE COMPLIANT, THEY WILL REMAIN IN FAILED STATUS UNTIL
 THE PLANS HAVE BEEN REVIEWED AND APPROVED FOR PERMIT
 APPLICATION.
  
 1) LIFE SAFETY SHALL COMPLY WITH THE FLORIDA FIRE
 PREVENTION CODE, 2007 WHICH INCLUDES NFPA 101, 2006 AND
 NFPA 1, 2006 AS OF DECEMBER 31, 2008.
  
 2) A TEMPORARY STANDPIPE IS REQUIRED WHEN THE BUILDING
 REACHES THREE (3) STORIES OR THIRTY (30) FEET IN
 HEIGHT.
  
 3) PLEASE ADD FIRE SPRINKLER 2002 EDITION TO THE
 BUILDING CODE ANALYSIS, LIFE SAFETY SYSTEMS ON SHEET
 LS-1.
  
 4) THERE APPEARS TO BE CONFLICTING INFORMATION
 REGARDING THE NUMBER OF STORIES ON THE COVER SHEET AND
 THE LIFE SAFETY SHEETS. PLEASE CORRELATE THE
 INFORMATION ON ALL SUBMITTED SHEETS FOR REVIEW.
  
 5) TRAVEL DISTANCE TO THE NEAREST EXIT SHALL NOT EXCEED
 200' IN ACCORDANCE WITH 101, SEC. 28.2.6.3.3.1 FOR
 STRUCTURES PROTECTED THROUGHOUT WITH AN AUTOMATIC FIRE
 SPRINKLER SYSTEM. CODE ANALYSIS EXIT REQUIREMENTS
  
 6) THIS PROJECT SHALL COMPLY WITH THE REQUIREMENTS OF
 101, SEC. 11.8 FOR HIGHRISE STRUCTURES.
  
 7) TACTILE SIGNAGE IS REQUIRED FOR EXIT STAIRS
 INDICATING THE FLOOR LEVEL, STAIR IDENTIFICATION, AND
 TERMINUS OF THE TOP AND BOTTOM OF THE STAIR ENCLOSURE.
  
 8) PLEASE SUBMIT FIRE PROTECTION DRAWINGS ILLUSTRATING
 THE FIRE SPRINKLER HEAD LAYOUT. IN ADDITON, SEPARATE
 SHOP DRAWINGS AND PERMIT ARE REQUIRED PRIOR TO
 EQUIPMENT INSTALLATION.
  
 9) PLEASE SUBMIT A SITE PLAN SHOWING THE LOCATION AND
 DETAILS OF THE DOUBLE CHECK DETECTOR ASSEMBLY THAT IN
 ADDITION TO ELECTRONIC SUPERVISION, SHALL BE SECURED
 WITH A CHAIN AND LOCK.
  
 10) SOME FIRE ALARM EQUIPMENT IS SHOWN ON THE E-
 SHEETS. PLEASE SUBMIT CLEAR DRAWINGS SHOWING ALL FIRE
 ALARM DEVICES AND ASSOCIATED EQUIPMENT. IN ADDITION,
 SEPARATE SHOP DRAWINGS AND PERMIT ARE REQUIRED PRIOR TO
 EQUIPMENT INSTALLATION.
  
 11) FIRE ALARM TO BE UL CERTIFICATED FOR CENTRAL
 STATION SERVICE WITH PROOF OF CERTIFICATION REQUIRED AT
 OR BEFORE THE FINAL INSPECTION.
  
 12) FIRE ALARM SYSTEM TO COMPLY WITH THE HIGHRISE
 REQUIREMENTS FOR SURVIVABILITY IN ACCORDANCE WITH NFPA
 72, 2002.
  
 13) HANDRAILS ARE REQUIRED ON BOTH SIDES OF STAIRS.
  
 14) PROVIDE THE PRESCRIPTIVE STRENGTH REQUIREMENTS FOR
 HANDRAILS AND GUARDRAILS.
  
 15) A MINIMUM OF TWO (2) FIRE DEPARTMENT CONNECTIONS
 ARE REQUIRED ON HIGHRISE STRUCTURES THAT ARE LOCATED AT
 REMOTE LOCATIONS FROM ONE ANOTHER. FDC'S TO BE
 IDENTIFIED BY APPROVED SIGNAGE.
  
 16) PROVIDE A SITE PLAN SHOWING ALL PERTINENT FIRE
 PROTECTION EQUIPMENT SUCH AS FDC LOCATIONS, DOUBLE
 CHECK DETECTOR ASSEMBLY LOCATION WITH DETAILS, FIRE
 HYDRANTS ETC. SHOW COMPLIANCE WITH NFPA 1, CHAPTER-18
 FOR EMERGENCY VEHICLE ACCESS AND WATER SUPPLY.
  
 17) CUTTING AND WELDING OPERATIONS ARE PROHIBITED WITH
 PRIOR APPROVAL FROM THE BUREAU OF FIRE PREVENTION. WORK
 TO COMPLY WITH THE REQUIREMENTS OF NFPA 51B. CONTACT
 FIRE PREVENTION AT (561) 804-4724.
  
 18) IDENTIFY THE EQUIPMENT SHOWN IN STAIR #1 ON THE
 NORTH WALL. PLEASE ILLUSTRATE STANDPIPE LOCATIONS AND
 CONNECTIONS.
  
 19) PERMANENT STANDPIPES SHALL BE PROVIDED WITH 2 1/2"-
 1 1/2" CONNECTIONS WITH CAPS AND CHAINS.
  
 20) FIRE SPRINKLER PROTECTION TO BE EXTENDED TO THE
 LINEN CHUTE. SHOW FIRE SPRINKLER DETAIL.
  
 21) EXIT SIGNS TO BE PROVIDED AT LOCATIONS NOT TO
 EXCEED 100' DISTANCES BETWEEN SIGNS. PLEASE SHOW
 COMPLIANCE WITH EXIT SIGNS IN ALL CORRIDORS.
  
 22) MINIMUM 2A-10B,C RATED FIRE EXTINGUISHERS TO BE
 PLACED AT LOCATIONS NOT TO EXCEED THE 75' TRAVEL
 DISTANCE REQUIREMENT.
  
 23) IN ADDITION TO ALL AREAS OF MEANS OF EGRESS, THE
 POOL WALKING SURFACES SHALL BE SLIP RESISTANT.
  
 24) ALL APPLICABLE ENCLOSED ROOFTOP STRUCTURES SHALL BE
 PROTECTED BY AUTOMATIC FIRE SPRINKLER COVERAGE.
  
 25) PLEASE SHOW ALL ROOFTOP FIRE PROTECTION EQUIPMENT
 TO INCLUDE FIRE SPRINKLER, STANDPIPE CONNECTION AND
 FIRE ALARM EQUIPMENT.
  
 26) THE BUILDING ADDRESS APPEARS TO BE DISPLAYED ON THE
 EAST AND WEST SIDES OF THE STRUCTURE. AN APPROVED
 ADDRESS IS REQUIRED AT THE AREA OF THE FRONT ENTRANCE
 TO THE BUILDING, AND SHALL COMPLY WITH THE CITY OF WEST
 PALM BEACH SIZE AND CONTRASTING REQUIREMENTS FOR
 COMMERCIAL BUILDINGS. THE ADDRESS SHALL BE CLEAR AND
 VISIBLE FROM THE CENTER LINE OF THE MAIN STREET OF
 APPROACH. SHEETS A-12.0 AND A-13.0
  
 27) PROVIDE FLAME RETARDANT INFORMATION FOR BUILDING
 AND ROOFTOP AWNINGS.
  
 28) NEW FIRE DEPARTMENT CONNECTIONS TO BE PROVIDED WITH
 KNOX LOCKING CAPS.
  
 29) PROVIDE DETAILS AND MANUFACTURER SPECIFICATION
 INFORMATION FOR THE FIRE PUMP.
  
 30) PROVIDE DETAILS AND MANUFACTURER SPECIFICATION
 INFORMATION FOR THE GENERATOR AND ALL SUPPORTING
 EQUIPMENT AND FUEL TANK.
  
 31) PROVIDE A CLEAR DETAIL AND EXPLANATION REGARDING
 EXITING FROM STAIR #2 ON THE NORTH SIDE OF THE
 STRUCTURE. IS IT THE INTENT TO EXIT PERSONS DIRECTLY TO
 THE BUILDING EXTERIOR?
  
 32) KNOX BOXES TO BE PROVIDED FOR AFTER NORMAL BUSINESS
 HOURS EMERGENCY ACCESS TO THE BUILDING. CONTACT THE
 BUREAU OF FIRE PREVENTION AT (561) 804-4724 FOR
 ASSISTANCE.
  
 33) DURING IT'S SWING, ANY DOOR IN A MEANS OF EGRESS
 SHALL LEAVE NOT LESS THAN 1/2 OF THE REQUIRED WIDTH OF
 AN AISLE, CORRIDOR, PASSAGEWAY OR LANDING UNOBSTRUCTED.
 101, SEC. 7.2.1.4.4
  
 34) THE FIRE COMMAND ROOM TO COMPLY WITH THE
 REQUIREMENTS OF 101, SEC. 11.8.5 AND SHALL BE
 IDENTIFIED BY APPROVED SIGNAGE. PROVIDE DETAILS FOR ALL
 APPLICABLE EQUIPMENT INCLUDING SMOKE MANAGEMENT PANEL
 AND ALL OTHER EQUIPMENT REQUIRED AS PER 101, SEC.
 11.8.5.
  
 35) THE DESIGN OF THIS PROJECT SUGGESTS AN ATRIUM BY
 DEFINITION. PLANS DO NOT APPEAR TO INDICATE ANY TYPE OF
 SMOKE MANAGEMENT SYSTEM. PLEASE PROVIDE NECESSARY
 INFORMATION AND DETAILS.
  
 36) PROVIDE PLANS AND DETAILS DESCRIBING REQUIRED
 STAIRWELL PRESSURIZATION SYSTEM.
  
 37) FIRE DAMPERS ARE SHOWN PASSING THROUGH STAIR #2.
 PLEASE REFER TO 101, SEC. 7.1.3.2 (6) AND (7). NO
 PENETRATIONS ALLOWED IN EXIT ENCLOSURES THAT DO NOT
 MEET THE DEFINITION/EXCEPTIONS OF THAT SECTION OF THE
 LIFE SAFETY CODE.
  
 38) THE FIRE PUMP IS IDENTIFIED AS 151 ON SHEET A-39.0
 AND AS MECHANICAL 150 ON DETAILED PLAN.
  
 39) THE DOOR SCHEDULE INDICATES CARD READERS. SEPARATE
 SHOP DRAWINGS AND PERMIT REQUIRED PRIOR TO EQUIPMENT
 INSTALLATION. ALL ASSOCIATED WORK TO COMPLY WITH 101,
 SEC. 7.2.1.6.2 FOR ACCESS CONTROLLED EGRESS DOORS.
  
 40) ALL FIRE RATED DOORS TO BE PROVIDED WITH UL LISTED
 CLOSERS THAT CAUSE THE DOOR TO POSITIVELY LATCH. ADD
 NOTE TO THE DOOR SCHEDULE.
  
 41) THE DOORS TO THE LINEN CHUTE SHALL POSITIVELY LATCH
 UPON CLOSING.
  
 42 ELEVATOR LOBBIES SHALL BE PROVIDED WITH WARNING
 SIGNS IN CASE OF AN EMERGENCY.
  
 43) FIRE/SMOKE DAMPERS TO BE TESTED FOR CLOSURE IN
 ACCORDANCE WITH THE REQUIREMENTS OF UL 555 PRIOR TO
 FINAL INSPECTION.
  
 44) DUCT SMOKE DETECTORS SHALL IN ADDITION TO FAN SHUT
 DOWN, INITIATE A GENERAL FIRE ALARM IN ACCORDANCE WITH
 LOCAL REQUIREMENTS.
  
 45) PLEASE CLARIFY IF THIS PROJECT MEETS THE DEFINITION
 OF A COMPLETE OR PARTIAL SMOKE DETECTION SYSTEM IN
 ACCORDANCE WITH NFPA 72, 2002.
  
 46) HOW WILL THE SUITE SMOKE ALARMS FUNCTION WITH
 REGARD TO THE BUILDING FIRE ALARM SYSTEM?
  
 47) PLEASE NOTE THAT SOME OF THE THE ELECTRICAL SHEETS
 ARE DIFFICULT TO READ TO REFERENCE THE LOCATION OF LIFE
 SAFETY EQUIPMENT. SHT E-2.0 AND E-2.1
  
 48) EMERGENCY INSTRUCTIONS SHALL BE POSTED ON EVERY
 GUEST ROOM DOOR IN ACCORDANCE WITH NFPA 101, SEC.
 28.7.4.
  
 49) PLEASE PROVIDE THE MINIMUM INTERIOR FINISH
 CLASSIFICATION FOR WALLS AND CEILING IN TERMS OF CLASS
 A,B OR C.
  
 50) PLANS STATE THAT ROOF ACCESS IS FOR MAINTENANCE
 PURPOSES ONLY. THIS WOULD APPEAR TO BE IN CONFLICT WITH
 THE POOL THAT IS LOCATED AT THE ROOF LEVEL.
  
 51) THE DOORS ON STAIR ENCLOSURES SHALL COMPLY WITH
 NFPA 101, SEC. 7.2.1.5.7.1. (1) - (5)
  
  
 MIKE WENNERGREN, ASST. FIRE MARSHAL
 FIRE PLAN REVIEW
 FIRE PREVENTION (561) 804-4756
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  

Review Stop I INCOMING/PROCESSING
Rev No 1 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By adarroug Date 2009-01-05 Time 11:07 Sent To  
Notes
2009-01-05 11:10:32TO "COMM" BD#44--PLANS ON RACK-2 ROLLS (PLANS ON HOLD,
 REVIEWS TO START AFTER FEE'S HAVE BEEN PAID.)

Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2009-08-22 Cont ID  
Sent By rregueir Date 2009-08-22 Time 17:11 Rev Time 0.00
Received By rregueir Date 2009-08-22 Time 17:11 Sent To  
Notes
2009-08-22 17:20:24REVIEW #:1ST *PLAN CHECK ONLY*
 ACTION: DENIED
  
 FBC 2004 CODE FAMILY W/ 2005 AND 2006 SUPPLEMENTS
 FBC CH.1 AS AMENDED BY THE CITY OF WEST PALM BEACH
  
 NOTE: REVIEW WAS COMPLETED PRIOR TO EFFECTIVE DATE OF
 THE 2007 FBC. RESULTS WERE ENTERED INTO SYSTEM AT A
 LATER DATE. BECAUSE A PERMIT APPLICATION HAS NOT BEEN
 SUBMITTED, SUBSEQUENT PLANS SUBMITTED AFTER MARCH 1,
 2009 WILL BE REVIEWED FOR COMPLIANCE WITH THE 2007 FBC
 WITH 2009 SUPPLEMENT.
  
 1. M-0.1: SEVERAL DUCT PENETRATIONS AND AIR TRANSFER
 OPENINGS IN 1 AND 2 HOUR RATED WALLS SHOWN WITHOUT
 PROTECTION AT SOILED LAUNDRY 005, SECURED STORAGE 007,
 A/C 008, ENGINEERING 009 AND CORRIDOR. SHOW HOW THESE
 PENETRATIONS AND OPENINGS ARE TO BE PROTECTED IN
 ACCORDANCE WITH FBC-M 607.5. ALSO, A 24X24 DOOR LOUVER
 IS SHOWN IN RATED DOOR AT SOILED LAUNDRY 005. VERIFY
 OPENING PROTECTION AT THIS LOCATION.
  
 2. M-0.1: SEVERAL R/A OPENINGS SHOWN IN WALLS WITH NO
 SIZE PROVIDED. SHOW SIZES OF ALL TRANSFER OPENINGS TO
 DEMONSTRATE BALANCED RETURN IN ACCORDANCE WITH FBC-M
 601.4.
  
 3. M-0.1: SOME R/A OPENINGS ARE SHOWN WHERE NO WALL OR
 DOOR IS SHOWN ON FLOOR PLAN. PLEASE CLARIFY LOCATION OF
 THESE OPENINGS TO DEMONSTRATE BALANCED RETURN IN
 ACCORDANCE WITH FBC-M 601.4.
  
 4. M-0.1: AHU-12 IS SHOWN OUTSIDE OF A/C CLOSET 004.
 PLEASE CLARIFY LOCATION TO DEMONSTRATE COMPLIANCE WITH
 ACCESS REQUIREMENTS FOR SERVICE, MAINTENANCE AND
 REPLACEMENT IN ACCORDANCE WITH FBC-M 306.1.
  
 5. M-1.0: NOTES FOR DIRECT-VENT PIPES ARE CUT OFF FROM
 PAGE AND NOT LEGIBLE. THIS CAN NOT BE REVIEWED AT THIS
 TIME. DIRECT-VENT APPLIANCES SHALL BE PROVIDED WITH
 COMBUSTION, VENTILATION AND DILUTION AIR IN ACCORDANCE
 WITH THE EQUIPMENT MANUFACTURER???S INSTRUCTIONS PER
 FBC-FG 304.1.
  
 6. M-1.0 AND M-1.1: MECH FLOOR PLANS DO NOT SHOW HOW
 DUCT SUPPLY DUCT FROM MEZZANINE WILL PASS THROUGH 1ST
 FL TO REACH CORRIDOR ON BASE FLOOR. SHOW ROUTING OF
 THIS DUCT ON FLOOR PLAN AND SHOW HOW ANY PENETRATIONS
 OF HORIZONTAL ASSEMBLIES ARE TO BE PROTECTED IN
 ACCORDANCE WITH FBC-M 607.6 AND 607.8.
  
 7. THROUGHOUT MECHANICAL PLANS THERE ARE RISER DUCTS
 WHICH APPEAR TO BE PENETRATING RATED HORIZONTAL
 ASSEMBLIES WITH NO PROTECTION. SHOW HOW ALL SUPPLY,
 RETURN, EXHAUST OR FRESH AIR DUCT PENETRATIONS OF RATED
 HORIZONTAL ASSEMBLIES ARE TO BE PROTECTED IN ACCORDANCE
 WITH FBC-M 607.5.5, 607.6 AND 607.8. NO SHAFT
 ENCLOSURES APPEAR TO BE IDENTIFIED ON PLANS. DUCT
 PENETRATIONS OF SHAFT ENCLOSURES SHALL BE PROTECTED
 WITH FIRE AND SMOKE DAMPERS IN ACCORDANCE WITH FBC-M
 607.5.5.1.
  
 8. M-1.0: GENERATOR ROOM EXHAUST AND INTAKE OPENINGS
 SHALL BE MINIMUM 10 FEET FROM STREETS, ALLEYS AND
 ADJACENT PROPERTY LINES IN ACCORDANCE WITH FBC-M 401.5.
  
 9. M-1.0: SHOW LOCATION OF GENERATOR COMBUSTION EXHAUST
 IN ACCORDANCE WITH FBC-M 401.5 AND FBC-M 501.2.
  
 10. NO VENTILATION SCHEDULE OR CALCULATIONS WERE
 PROVIDED FOR REVIEW. PROVIDE A SPACE-BY-SPACE SCHEDULE
 WITH CALCULATIONS BASED ON OCCUPANCY CLASSIFICATION,
 OCCUPANT LOAD AND REQUIRED VENTILATION RATES IN
 ACCORDANCE WITH FBC-M TABLE 403.3 OR FBC-M 403.4.
 COMPLIANCE WITH VENTILATION REQUIREMENTS FOR THIS
 BUILDING CAN NOT BE REVIEWED AT THIS TIME.
  
 11. M-1.0: A/V STORAGE 112 SHOWS AN UNIDENTIFIED
 EXHAUST FAN WITH 8??? DUCT DISCHARGING INTO MEETING
 ROOMS. ALL MECHANICAL EXHAUST SYSTEMS SHALL DISCHARGE
 DIRECTLY TO THE OUTDOORS IN ACCORDANCE WITH FBC-M
 501.2.
  
 12. M-1.0: FLOOR PLAN SHOWS A RETURN AIR PLENUM
 CEILING. THERE ARE MULTIPLE EXHAUST DUCTS AND GAS
 APPLIANCE VENTS SHOWN PASSING THROUGH THIS PLENUM
 CEILING AREA. EXHAUST DUCTS UNDER POSITIVE PRESSURE,
 CHIMNEYS, AND VENTS SHALL NOT EXTEND INTO OR PASS
 THROUGH RETURN AIR PLENUMS IN ACCORDANCE WITH FBC-M
 601.3.
  
 13. M-1.0 AND THROUGHOUT PLANS: THERE ARE EXHAUST FANS,
 VAV BOXES, FAN-COILS AND OTHER EQUIPMENT WHICH ARE NOT
 LABELED OR IDENTIFIED ON PLANS. UNLABELED OR
 UNIDENTIFIED EQUIPMENT ON PLANS PREVENTS A THOROUGH
 REVIEW OF PLANS AT THIS TIME. ALL APPLIANCES SHALL BE
 IDENTIFIED ON PLANS AS TO THE AREA SERVED IN ACCORDANCE
 WITH FBC-M 304.11.
  
 14. M-1.0 AND THROUGHOUT PLANS: THERE ARE MULTIPLE WALL
 PARTITIONS WHICH ARE NOT IDENTIFIED IN ARCHITECTURAL
 PLANS. IT IS NOT POSSIBLE TO DETERMINE THE LOCATION OF
 ALL RATED WALL ASSEMBLIES TO DETERMINE IF ALL DUCT
 PENETRATIONS AND AIR TRANSFER OPENINGS ARE PROTECTED IN
 ACCORDANCE WITH FBC-M SECTION 607. A THOROUGH REVIEW OF
 PLANS CAN NOT BE COMPLETED AT THIS TIME. ALL FIRE
 DAMPERS, SMOKE DAMPERS AND COMBINATION FIRE/SMOKE
 DAMPERS SHALL BE SHOWN AND IDENTIFIED ON PLANS IN
 ACCORDANCE WITH FBC-M 607.8.
  
 15. M-1.1: O.A INTAKES FOR AHU-1 AND AHU-2 APPEAR TO BE
 DIRECTLY ADJACENT TO A PROPERTY LINE AND AN ALLEY. O.A.
 INTAKES SHALL BE MIN. 10 FEET FROM THE ALLEY IN
 ACCORDANCE WITH FBC-M 401.4.1.
  
 16. M-1.1: A 6X4 DUCT IS SHOWN PENETRATING WHAT MAY BE
 A RATED STAIR ENCLOSURE. PENETRATIONS OF RATED EXIT
 ENCLOSURES ARE PROHIBITED IN ACCORDANCE WITH FBC-B
 SECTION 1019.
  
 17. SECOND THROUGH 10TH FLOORS: ALL DUCT PENETRATIONS
 OF CORRIDOR WALLS SHALL BE PROTECTED WITH FIRE AND
 SMOKE DAMPERS IN ACCORDANCE WITH FBC-M 607.5.3 AND
 607.5.4.
  
 18. THROUGHOUT PLANS: CFM AND GRILL DESIGNATIONS ARE
 MISSING ON PLANS. A REVIEW OF REQUIRED SYSTEMS AND
 AIRFLOW RATES CAN NOT BE PERFORMED AT THIS TIME.
 PROVIDE MISSING INFORMATION IN ACCORDANCE WITH FBC-M
 SECTION 403, SECTION 501 AND 603.1.
  
 19. NO INFORMATION WAS PROVIDED REGARDING WIND
 RESISTANCE OF OUTDOOR APPLIANCES. ALL OUTDOOR
 APPLIANCES INCLUDING, BUT NOT LIMITED TO FANS,
 CONDENSERS, CHILLERS, INTAKE VENTS, DUCTS AND SUPPORTS
 SHALL BE DESIGNED AND INSTALLED FOR WIND RESISTANCE IN
 ACCORDANCE WITH FBC-M 301.13. PROVIDE MANUFACTURER???S
 DATA SHOWING OUTDOOR APPLIANCES ARE DESIGNED FOR WIND
 RESISTANCE. ALSO PROVIDE ENGINEERED INSTALLATION
 INSTRUCTIONS FOR WIND RESISTANT INSTALLATION OF ALL
 OUTDOOR APPLIANCES AND EQUIPMENT.
  
 20. PROVIDE PRODUCT APPROVALS FOR LOUVERS AND ANY
 PRE-ENGINEERED A/C STANDS TO BE INSTALLED IN ACCORDANCE
 WITH FBC-B 106.1.4.
  
 21. VENTILATION FOR ELEVATOR MACHINE ROOM COULD NOT BE
 FOUND ON PLANS. INDEPENDENT VENTILATION OR AIR
 CONDITIONING SYSTEM IS REQUIRED IN THE MACHINE ROOM IN
 ACCORDANCE WITH FBC-B 3006.2. VENTS ARE REQUIRED IN THE
 HOISTWAYS IN ACCORDANCE WITH FBC-B SECTION 3004. ALSO,
 IF THE ELEVATORS ARE CONNECTED TO STANDBY POWER, THE
 VENTILATION SYSTEM SHALL BE CONNECTED TO THE STANDBY
 POWER IN ACCORDANCE WITH FBC-B 3003.1.4.
  
 22. NO ENERGY CODE COMPLIANCE FORMS WERE SUBMITTED FOR
 REVIEW. THIS BUILDING MAY OR MAY NOT BE EXEMPT FROM
 FLORIDA ENERGY CODE COMPLIANCE AS A DESIGNATED HISTORIC
 BUILDING IN ACCORDANCE WITH FBC-B 13-101.5.5. IF A
 HISTORIC EXEMPTION IS CLAIMED, PROVIDE SUPPORTING
 DOCUMENTATION OF THE HISTORIC DESIGNATION. OTHERWISE,
 PROVIDE FULL ENERGY CODE COMPLIANCE DOCUMENTATION FOR
 REVIEW. A REVIEW FOR ENERGY CODE COMPLIANCE IS NOT
 BEING PERFORMED AT THIS TIME.
  
 23. THERE IS NO INDICATION ON PLANS REGARDING STAIR
 PRESSURIZATION OF EXIT ENCLOSURE(S). IDENTIFY ON PLANS
 ANY STAIR ENCLOSURES WHICH REQUIRE PRESSURIZATION IN
 ACCORDANCE WITH FBC-B 1019.1.8. SHOW MEANS OF
 PRESSURIZATION ON MECHANICAL PLANS.
  
 24. NO MEANS OF SMOKE CONTROL IS SHOWN ON PLANS.
 PROVIDE SUPPORTING DOCUMENTATION FOR BUILDING SMOKE
 CONTROL SYSTEM INCLUDING RATIONAL ANALYSIS AND SHOW ALL
 SYSTEM COMPONENTS ON PLANS IN ACCORDANCE WITH FBC-M
 SECTION 513, FBC-B SECTION 909 AND FBC-B 106.1.1.
  
 25. NO LAUNDRY FACILITIES WERE IDENTIFIED ON PLANS
 (COMMERCIAL OR DOMESTIC). IF ANY ON-SITE LAUNDRY
 FACILITIES ARE TO BE PROVIDED, SHOW THE LOCATION ON
 PLANS ALONG WITH MEANS OF EXHAUST, COMBUSTION AND
 MAKEUP AIR IN ACCORDANCE WITH FBC-M SECTION 504.
  
 26. NO COMMERCIAL KITCHEN COOKING EQUIPMENT WAS SHOWN
 ON PLANS. SEPARATE PLANS AND PERMIT WILL BE REQUIRED
 FOR COMMERCIAL KITCHEN EXHAUST, HOOD AND SUPPRESSION
 SYSTEMS.
  
 27. NO INFORMATION WAS PROVIDED REGARDING THE GENERATOR
 OR RELATED FUEL STORAGE SYSTEMS. THE GENERATOR, FUEL
 STORAGE AND PIPING SHALL BE INSTALLED IN ACCORDANCE
 WITH NFPA 37-02 PER FBC-M SECTION 915. ALSO, ANY
 ABOVE-GROUND FUEL STORAGE TANKS IN EXCESS OF 550
 GALLONS SHALL BE APPROVED BY PALM BEACH COUNTY DERM.
 SUBMIT DERM APPROVED PLANS WITH PERMIT APPLICATION. FOR
 MORE INFORMATION VISIT HTTP://PBCGOV.COM/ERM
  
 28. SHOW MEANS AND LOCATION OF CONDENSATE DISPOSAL IN
 ACCORDANCE WITH FBC-M 307.2.1. SHOW MEANS AND LOCATION
 OF AUXILIARY DRAIN PROTECTION IN ACCORDANCE WITH FBC-M
 307.2.3. THIS APPLIES TO ALL COILS UNDER WHICH
 CONDENSATION WILL OCCUR WITHIN THE BUILDING AS WELL AS
 ANY DOWNDRAFT EQUIPMENT WHICH MAY BE LOCATED ON A ROOF.
 NOTE: CONDENSATE MAY NOT DISCHARGE INTO SANITARY SEWER
 SYSTEM PER CITY ORDINANCE.
  
 NOTE: IN ORDER TO FACILITATE A TIMELY AND ACCURATE
 SUBSEQUENT REVIEW, PLEASE RESPOND TO EACH COMMENT IN
 WRITING, WITH SUFFICIENT INFORMATION REGARDING HOW EACH
 COMMENT WAS ADDRESSED AND WHERE ANY REQUESTED OR
 PROVIDED INFORMATION IS LOCATED.
  
 IF YOU HAVE ANY QUESTIONS PLEASE CONTACT:
 RONALD J. REGUEIRO
 561.805.6719
 [email protected]

Review Stop P PLUMBING
Rev No 1 Status F Date 2009-02-18 Cont ID  
Sent By kstevens Date 2009-02-18 Time 14:30 Rev Time 0.00
Received By kstevens Date 2009-01-30 Time 17:57 Sent To  
Notes
2009-02-18 16:54:26DENIED
 REFERENCE:
 FBC-2004 PLUMBING
 FBC-2004 BUILDING
 FBC-2004 CHAPTER 1
 FBC-2004 CHAPTER 11
 MUNICIPAL CODE WEST PALM BEACH
 FLORIDA ADMINISTRATIVE CODE
 FLORIDA STATUTES
  
 1. SHTS LS-1, LS-2 & LS-3. THE BUILDING CODE ANALYSIS
 SHALL INCLUDE THE 2007 AMENDMENTS. ALSO IF THE PERMIT
 IS NOT APPLIED FOR PRIOR TO MARCH 1, 2009 THE NEW
 FBC-2007 CODE WILL BE ADOPTED AND THE BUILDING PLANS
 SHALL BE DESIGNED TO THE FBC- 2007. SECTION 106.1.1.
  
 2. SHT A-1.0 MEN'S AND WOMEN'S TOILET ROOM 116 & 116
 AND DRINKING FOUNTAINS. SHOW COMPLIANCE WITH THE
 FOLLOWING SECTIONS: 11-4.15, 11-4.16, 11-4.17, 11-4.18,
 11-4.19 & 11-4.22 WITH ALL SUBSECTIONS & FIGURES.
  
 3. SHT A-1.0 MEZZENINE PLAN MEN'S & WOMEN'S LOCKERS.
 SHOW COMPLIANCE WITH THE FOLLOWING SECTIONS: 11-4.16,
 11-4.19, 11-4.21 & 11-4.22 WITH ALL SUBSECTIONS AS WELL
 AS SECTION 11-4.24 WITH ALL SUBSECTIONS FOR THE BREAK
 SINK.
  
 4. SHT A-2.0 SUBMIT CALCULATIONS FOR ALL ROOF/DECK
 DRAINS ON THE EAST & WEST SIDES OF THE BUILDING. SHOW
 THE SQUARE FOOTAGE AREA FOR EACH DRAIN & 1/2 AREA OF
 ALL VERTICAL WALLS INCLUDING PARAPETS ADDED TO EACH
 AREA. SHOW THE LOCATION OF THE REQUIRED SECONDARY
 DRAINAGE SHOWING THE SIZE OF THE DRAINS PER SECTIONS
 1106 & 1107 WITH ALL SUBSECTIONS & TABLES.
  
 5. SHT A-2.0 TOILET ROOM H.C. (202) SHOW COMPLIANCE
 WITH THE FOLLOWING: SECTIONS 11-4.16, 11-4.19 & 11-4.22
 WITH ALL SUBSECTIONS.
  
 6. SHTS A-2.0, A-3.0, A-4.0, A-5.0, A-6.0, A-7.0 A-8.0,
 A-9.0 & A-10.0. PLEASE SHOW COMPLIANCE WITH SECTIONS
 11-9.1.2, 11-9.1.3, 11-9.1.4 & 11-9.2.3. INDICATE THE
 NUMBER OF GUEST ROOMS AVAILABLE. INDICATE THE LOCATION
 OF SLEEPING ACCOMODATIONS FOR PERSONS WITH HEARING
 IMPAIRMENTS, INDICATE ALL AVAILABLE CLASSES OF SLEEPING
 ACCOMMODATIONS & SHOW HOW THEY ARE DISPERSED AMONG
 VARIOUS CLASSES. INDICATE GUESTROOMS THAT COMPLY WITH
 SPECIAL ACCESSIBILITY FEATURES. SECTION 106.1.2.
  
 7. SHT A-3.0 INDICATE HOW THE ROOF TERRACES WILL DRAIN
 THE STORM WATER. SECTIONS 106.1.2, 1106 & 1107.
  
 8. SHT A-11.0 SUBMIT CALCULATIONS FOR PRIMARY AND
 SECONDARY ROOF DRAINS. INDICATE THE AREA OF EACH DRAIN
 AND SHOW 1/2 AREA OF ALL VERTICAL WALLS INCLUDING
 PARAPETS ADDED TO EACH DRAIN. SECTIONS 1106 & 1107 WITH
 ALL SUBSECTIONS & TABLES. SHOW HOW THE UPPER ROOFS WILL
 BE DRAINED. (SEE MACHINE ROOM, STAIRWAY, ELECTRICAL
 ROOM, TOILET ROOMS, STORAGE ROOM ETC.). SHOW PRIMARY
 AND SECONDARY LOCATIONS.
  
 9. SHT A-11.1 3RD LEVEL ROOF PLAN. INDICATE HOW THE
 AREAS BETWEEN COL. G & COL. H DRAIN. SECTIONS 106.1.1,
 1106 & 1107.
  
 10. SHTS A-12.0 & A-13.0 SHOW THE SIZE OF THE GUTTERS
 AND DOWNSPOUTS & INDICATE THE TOTAL SQUARE FOOTAGE
 DRAINING INTO THE GUTTERS & DOWNSPOUTS. TABLES 1106.3 &
 1106.6.
  
 11. SHT A-21.1 DETAIL 3 SHOWS A SECOND W/C & LAV NOT
 SHOWN ON SHT A-2.0 ROOM 205. PLEASE CORRELATE. SECTIONS
 106.1.1, 601.1 & 701.1.
  
 12. SHT A-21.1 DETAILS 1 & 3 REFERENCE
 ELEVATIONS/DETAILS 9 THRU 17 ON SHT A-21.1. THESE
 DETAILS WERE NOT SUBMITTED. ALSO DOTTED LINE
 PARTITIONS, DOORS ETC. SHOWN ON THE FLOOR PLAN. PLEASE
 CLARIFY. SECTION 106.1.1.
  
 13. SHT A-21.2 DETAILS 1 & 3. PLEASE SHOW COMPLIANCE
 WITH THE FOLLOWING: SECTIONS 11-4.16, 11-4.19 & 11-4.23
 WITH ALL SUBSECTIONS.
  
 14. SHT A-21.2 DETAILS 1 & 3 REFERENCES
 DETAILS/ELEVATIONS 5 THRU 12 ON THE FLOOR PLAN, BUT THE
 DETAILS/ELEVATIONS WERE NOT SUBMITTED. PLEASE SUBMIT
 REFERENCED DETAILS/ELEVATIONS. SECTION 106.1.2 (MORE
 INFORMATION REQUIRED).
  
 15. SHT A-21.3 DETAILS 1 & 3 REFERENCES
 DETAILS/ELEVATIONS 3 THRU 10 ON THE FLOOR PLAN, BUT THE
 DETAILS/ELEVATIONS WERE NOT SUBMITTED. PLEASE SUBMIT
 REFERENCED DETAILS/ELEVATIONS. SECTION 106.1.2 (MORE
 INFORMATION REQUIRED).
  
 16. SHT A-21.4 DETAILS 1 & 3 REFERENCES
 DETAILS/ELEVATIONS 5 THRU 12 ON THE FLOOR PLAN, BUT THE
 DETAILS/ELEVATIONS WERE NOT SUBMITTED. PLEASE SUBMIT
 REFERENCED DETAILS/ELEVATIONS. SECTION 106.1.2 (MORE
 INFORMATION REQUIRED).
  
 17. SHT A-21.5 DETAILS 1 & 3 REFERENCES
 DETAILS/ELEVATIONS 5 THRU 12 ON THE FLOOR PLAN, BUT THE
 DETAILS/ELEVATIONS WERE NOT SUBMITTED. PLEASE SUBMIT
 REFERENCED DETAILS/ELEVATIONS. SECTION 106.1.2 (MORE
 INFORMATION REQUIRED).
  
 18. SHT A-21.6 DETAILS 1 & 3 REFERENCES
 DETAILS/ELEVATIONS 5 THRU 12 ON THE FLOOR PLAN, BUT THE
 DETAILS/ELEVATIONS WERE NOT SUBMITTED. PLEASE SUBMIT
 REFERENCED DETAILS/ELEVATIONS. SECTION 106.1.2 (MORE
 INFORMATION REQUIRED).
  
 19. SHT A-22.1 DETAILS 1 & 3 REFERENCES
 DETAILS/ELEVATIONS 3 THRU 18 ON THE FLOOR PLAN, BUT THE
 DETAILS/ELEVATIONS WERE NOT SUBMITTED. PLEASE SUBMIT
 REFERENCED DETAILS/ELEVATIONS. SECTION 106.1.2 (MORE
 INFORMATION REQUIRED).
  
 20. SHT A-22.2 DETAILS 1 & 3 REFERENCES
 DETAILS/ELEVATIONS 3 THRU 26 ON THE FLOOR PLAN, BUT THE
 DETAILS/ELEVATIONS WERE NOT SUBMITTED. PLEASE SUBMIT
 REFERENCED DETAILS/ELEVATIONS. SECTION 106.1.2 (MORE
 INFORMATION REQUIRED).
  
 21. SHTS A-22.4, A-22.5, A-22.6, A-22.7, A-22.8,
 A-22.9, A-22.10, A-22.11, A-22.12, A-22.13, A-22.14,
 A-22.15 & A-23.1 DETAILS 1 & 3 REFERENCES
 DETAILS/ELEVATIONS 5 THRU 12 ON THE FLOOR PLAN, BUT THE
 DETAILS/ELEVATIONS WERE NOT SUBMITTED. PLEASE SUBMIT
 REFERENCED DETAILS/ELEVATIONS. SECTION 106.1.2 (MORE
 INFORMATION REQUIRED).
  
 22. SHT A-23.2 DETAILS 1 & 3 REFERENCES
 DETAILS/ELEVATIONS 5 THRU 16 ON THE FLOOR PLAN, BUT THE
 DETAILS/ELEVATIONS WERE NOT SUBMITTED. PLEASE SUBMIT
 REFERENCED DETAILS/ELEVATIONS. SECTION 106.1.2 (MORE
 INFORMATION REQUIRED).
  
 23. SHT A-24.1 DETAILS 1 & 3 REFERENCES
 DETAILS/ELEVATIONS 3 THRU 18 ON THE FLOOR PLAN, BUT THE
 DETAILS/ELEVATIONS WERE NOT SUBMITTED. PLEASE SUBMIT
 REFERENCED DETAILS/ELEVATIONS. SECTION 106.1.2 (MORE
 INFORMATION REQUIRED).
  
 24. SHT P-0.0 RISERS S/6-0, 5/8-0, S/9-0, S/14-0,
 S/15-0, S/20.0 & S/21-0 ARE NOT INDICATED ON THE FLOOR
 PLAN. PLEASE INDICATE WHERE EACH RISER STARTS FROM THE
 BUILDING THRU TO THE VENT THRU ROOF. SECTIONS 106.1.1,
 106.1.2 & 701.1 AS WELL AS TABLES 710.1(1) & 710.1(2).
  
 25. SHT P-0.0 RISERS S/6-2 & S/24-0 SHOW NO PIPING FROM
 THE BUILDING DRAIN. PLEASE SHOW ALL PIPING THAT
 REFLECTS THE RISER DIAGRAMS. SECTIONS 106.1.1 & 701.1
 AS WELL AS TABLES 710.1(1) & 710.0(2). -- ALSO THERE
 ARE TWO S/24 RISERS AND ONE S/24-1 RISER. PLEASE
 CLARIFY. SECTIONS 106.1.1 & 701.1.
  
 26. SHT P-0.0 NO RISER DESIGNATION NUMBER FOR THE RISER
 BY COL. AT COL. LINE C/2 NOR ON THE RISER NEXT TO
 S/23-0. PLEASE INDICATE RISER NUMBER. SECTION 106.1.1 &
 TABLES 710.1(1) & 710.0(2).
  
 27. SHT P-0.0 HAS NOTES "SEE LEVEL 1 FOR CONTINUATION"
 & "BOILER ROOM SEE LEVEL 1 DRAWING". PLEASE CLARIFY.
 WHAT SHEET IS LEVEL 1 ON? SECTIONS 106.1.1 & 701.1.
  
 28. SHT P-0.0 WHERE DO CONDENSATE RISERS CONNECT TO THE
 BUILDING CONDENSATE DRAIN? INDICATE THE TERMINATION
 POINT FOR THE CONDENSATE. INDICATE THE MATERIAL , PIPE
 SIZES ETC. SECTIONS 314.2 & 314.2.2.
  
 29. SHT P-1.0 IDENTIFY WHAT WILL DRAIN INTO THE TRENCH
 DRAIN BY THE SERVICE DUMPSTER (108). STORM WATER SHALL
 NOT DRAIN INTO THE SANITARY PER ARTICLE III SECTION
 90-125(5). DEPENDING ON THE COMMENT RESPONSE, A
 OIL/SAND INTERCEPTOR OR GREASE INTERCEPTOR MAY BE
 REQUIRED. SECTION 90-124(7).
  
 30. SHT P1.0 A GREASE INTERCEPTOR MAY BE REQUIRED, OR
 IF THERE IS A GREASE INTERCEPTOR IT SHALL BE CHECKED
 FOR SIZE AND/OR TO SEE IF THE INTERCEPTOR IS WORKING
 PROPERLY. PLEASE CONTACT THE UTILITY DEPT. INDUSTRIAL
 PRETREATMENT, ENVIRONMENTAL COMPLIANCE. CONTACT HOLLY
 MCGRATH LABORATORY SUPERVISOR BY PHONE (561) 822-2271,
 OR BY FAX (561) 822-2279 OR BY E-MAIL [email protected].
 A WRITTEN DETERMINATION SHALL BE SUBMITTED WITH PLANS
 INDICATING INTERCEPTOR SIZE ECT. ARTICLE III SECTION
 90-124(7).
  
 31. SHT P-1.0 RISERS S/6-1 & S/20-1 ARE NOT SHOWN ON
 THE FLOOR PLAN. ALSO SHOW THE VENTS FOR THE FUTURE
 RESTAURANT & RETAIL SPACES. SECTIONS 106.1.1 & 901.2.
  
 32. SHT P-1.0 RISERS DESIGNATED AS S/10-2, S/11-2,
 S/12-2 & S/14-2. ALL OTHER RISERS ON THIS SHEET HAVE A
 -1 DESIGNATION. PLEASE CORRELATE. SECTION 106.1.1 AND
 TABLE 710.1(1).
  
 33. SHT P-1.0 INDICATE THE SHEET NUMBER FOR THE
 CONTINUATION OF S/24-1, (SHOWN AS 2/24 ON SHT P-0.0 BUT
 AS S/24-1 ON SHTS P-1.0 & P-1.1). TABLE 710.0(1).
  
 34. SHT P-2.0 OFFSETS & PIPING FOR JANITOR MOP SINK
 ROOM 201, VENDING ROOM 206 & TOILET ROOM CONNECTING TO
 RISER S/1-2 ARE NOT INDICATED ON THE RISER DIAGRAM.
 PLEASE CORRELATE. SECTION 106.1.1 & TABLES 710.1(1) &
 710.1(2).
  
 35. SHT P-2.0 OFFSETS SHOWN ON THE FLOOR PLAN FOR
 RISERS S/4-2, S/5-2, S/10-2, S/11-2 & S/12-2 ARE NOT
 SHOWN ON THE RISERS. PLEASE CORRELATE. SECTIONS 106.1.1
 & 701.1.
  
 36. SHT P-2.0 THE PIPING FOR KING ADA (219) & KING
 (217) ARE NOT SHOWN ON THE RISER DIAGRAM S/13-2. PLEASE
 CORRELATE. SECTIONS 106.1.1 & 701.1.
  
 37. SHT P-2.0 RISER 2/20-2 IS NOT SHOWN ON THE FLOOR
 PLAN. PLEASE CLARIFY. SECTIONS 106.1.1 & 701.1.
  
 38. SHT P-3.0 INDICATE THE RISER NUMBERS WHERE RISERS
 OFFSET DOWN. SEE RISERS S/1-3, S/3-3 & S/10-3. SECTIONS
 106.1.1 & 701.1.
  
 39. SHT P-3.0 THE OFFSET FOR RISER S/13-3 SHOWN ON THE
 FLOOR PLAN IS NOT SHOWN ON THE RISER DIAGRAM. PLEASE
 CORRELATE. SECTIONS 106.1.1 & 701.1.
  
 40. SHT P-8.0 RISER S/9.8 IS INDICATED AS S/9-10.
 PLEASE CORRELATE. SECTION 106.1.1.
  
 41. SHT P-9.0 THE PIPING TO KING (B16)(921) IS NOT
 SHOWN ON RISER S/13-9. PLEASE CORRELATE. SECTIONS
 106.1.1 & 701.1.
  
 42. SHT P-10.0 THE PIPING TO THE BATHROOM BY COL. LINE
 4/F-G IS NOT SHOWN ON RISER DIAGRAM S/13-10. PLEASE
 CORRELATE. SECTIONS 106.1.1 & 701.1.
  
 43. SUBMIT AN EXISTING ROOF PLAN SHOWING ALL EXISTING
 ROOF DRAINS, PRIMARY AND SECONDARY, WITH THE DRAIN
 SIZES. TABLES 1106.3 & 1106.7.
  
 44. SHT P-11.0 RISER S/20-11 SHOWS NO SANITARY
 CONNECTION TO RISER. PLEASE CLARIFY. SECTIONS 106.1.1 &
 701.1.
  
 45. SHT P-11.0 IT APPEARS THAT THE SQUARE FOOTAGE
 INDICATED FOR SOME ROOF AREAS ALONG WITH THE VERTICAL
 CONTRIBUTION ARE INCORRECT. (EXAMPLES: THE N.E. CORNER
 AREA BETWEEN COL. LINES A & B BY COL. LINE 3, (24' X
 16.5' = 396 SF BUT 317 SF IS INDICATED WITH 66 SF OF
 VERTICAL CONTRIBUTION) TOTAL EQUALS 462 SF. THE SAME
 SQUARE FOOT AREA FOR COL. LINES A & B BY COL. LINE 4 ON
 THE N.W. CORNER IS INDICATED AS 195 SF WITH 106 SF OF
 VERTICAL CONTRIBUTION.). PLEASE RECHECK AS SQUARE
 FOOTAGE AREA FOR ROOFS THAT DRAIN ONTO THE ROOF FROM
 ABOVE SHALL ALSO BE ADDED TO THE SQUARE FOOT AREA OF
 EACH DRAIN. SECTIONS 1106.2 & 1106.3.
  
 46. SHT P-12.0 DOMESTIC RISERS SHOW 3" RPZV BACKFLOWS.
 PER TABLE 603.1 WATER SERVICE SIZE, FOOTNOTE D, ALL
 BACKFLOW ASSEMBLIES SHALL BE AT LEAST THE SAME SIZE AS
 THE LINE IN WHICH THEY ARE INSTALLED. SINCE THE WATER
 SERVICE LINE IS 4" THEN THE BACKFLOWS SHALL BE 4".
  
 47. SHT P-12.0 ALL WATER RISER DIAGRAMS SHALL BE
 SUBMITTED IN ISOMETRIC FORM SHOWING ALL PIPE SIZES.
 SECTION 106.1.3. THE RISERS SHALL REFLECT THE PIPING
 SHOWN ON THE FLOOR PLAN. PIPING INDICATED ON THE 9TH &
 10TH FLOORS DO NOT REFLECT THE FLOOR PLANS AND THE
 RISERS NO NOT REFLECT THE FLOOR PLANS. PLEASE
 CORRELATE. SECTIONS 106.1.1 & 601.1.
  
 48. SHT P-12.1 THE DOMESTIC RISER W/2 AT THE 9TH FLOOR
 DOES NOT REFLECT TWR-1. RISERS W/2 THRU W/6 DO NOT
 REFLECT THE FLOOR PLANS AT THE LAVS. FLOOR PLAN SHOWS
 THE WATER TO THE LEFT SIDE OF THE RISERS WHERE AS THE
 RISERS SHOW THE LAVS TO THE RIGHT SIDE OF THE RISERS.
 PLEASE CORRELATE. SECTIONS 106.1.1 & 601.1.
  
 49. RISER W/7 HAS NOT BEEN SUBMITTED. SECTIONS
 106.3.5.1.3 & 601.1.
  
 50. SHT P-12.3 RISER W/15 DOES NOT REFLECT THE FLOOR
 PLAN, NOR DOES IT REFLECT TWR/15 AT THE BASE OF THE
 RISER, AT THE OFFSET ON THE 9TH FLOOR, NOR AT THE TOP
 OF THE RISER. PLEASE CORRELATE. SECTIONS 106.1.1 &
 601.1.
  
 51. SHT P-12.3 RISER W/9. WATER HAMMER ARRESTORS ARE
 REQUIRED AT EACH ICE MAKER. SECTION 604.9.
  
 52. SHT P-12.3 RISER W/18. SHOW THE PIPING AND VALVES
 TO REFLECT THE 11TH FLOOR. SECTIONS 106.1.2 & 601.1.
  
 53. SHT P-12.3 THE RISER TO THE LEFT OF THE GANG BATHS
 HAS NO DESIGNATION NUMBER. PLEASE INDICATE NUMBER FOR
 RISER. SECTIONS 106.1.2 & 601.1.
  
 54. SHT P-12.4 RISER W/7 DOES NOT REFLECT THE FLOOR
 PLAN OR RISER TWR/11 AT THE LAVS. ALSO NO TWR NUMBER IS
 INDICATED FOR THE 7TH & 9TH FLOORS, NO TWR NUMBER OR
 PIPING TO THE LAV AT THE 10TH FLOOR AND NO FLOOR
 DESIGNATIONS FOR THE 9TH & 10TH FLOORS. PLEASE CLARIFY.
 SECTIONS 106.1.1 & 601.1.
  
 55. SHT P-12.4 RISER W/14 DOES NOT REFLECT TWR/13 AT
 THE HOT RETURN FOR THE LAVS, NOR FOR THE COLD WATER TO
 THE W/C'S & LAVS, THE OFFSETS AT THE 9TH FLOOR DO NOT
 REFLECT THE FLOOR PLAN FOR THE HOT RETURN AS WELL AS
 THE RISER SHOWS FIXTURES ON THE 9TH & 10TH FLOORS NOT
 SHOWN ON THE FLOOR PLAN. PLEASE CORRELATE. SECTIONS
 106.1.1 & 601.1.
  
 56. SHT P-12.4 RISER W/14 DOES NOT REFLECT THE FLOOR
 PLAN AS THE LAVS & W/C'S ARE ON THE OPPOSITE SIDE OF
 THE SHOWER ON THE FLOOR PLAN ON THE 3RD THRU 8TH
 FLOORS, NOR DO THE OFFSETS REFLECT THE FLOOR PLAN AT
 THE TOP OF THE RISER. SECTIONS 106.1.1 & 601.1.
  
 57. SHTS P-12.1 THRU P-12.4 ALL RISERS HAVE A NOTE THAT
 STATES "SEE DETAIL" AT THE TOP OF THE RISERS. PLEASE
 INDICATE WHICH DETAIL, AND ALSO INDICATE WHERE THE
 DETAIL CAN BE LOCATED. SECTIONS 106.1.2 & 601.1.
  
 58. SHT P-12.5 ALL TYPICAL RISERS HAVE A NOTE THAT
 STATES "SEE BACK TO BACK DETAIL". PLEASE INDICATE WHERE
 THE DETAIL CAN BE LOCATED. SECTIONS 106.1.2 & 601.1.
  
 59. SHT P-12.5 TWR/8 SHOWS NO HOT WATER TO THE LAV, &
 THE FLOOR PLAN SHOWS AN OFFSET TO THE W/C FOR ALL
 FLOORS EXCEPT THE 9TH FLOOR. PLEASE CORRELATE. SECTIONS
 106.1.1 & 601.1.
  
 60. SHT P-12.5 TWR/13 DOES NOT REFLECT THE FLOOR PLAN.
 PLEASE CORRELATE. SECTIONS 106.1.1 & 601.1.
  
 61. SHT P-12.6 THE PUMP SCHEDULE SP-2 ELEVATOR PIT
 SUMP. PLEASE SUBMIT A DETAIL. SHOW ALL PIPE SIZES,
 VALVES & VENTS AS WELL AS THE TERMINIATION POINT.
 SECTION 106.1.2.. ALSO PLEASE NOTE THE ELEVATOR SUMP
 SHALL BE INDIRECTLY CONNECTED TO THE SANITARY AND WILL
 BE REQUIRED TO BE DRAINED THRU AN INTERCEPTOR IF
 DRAINING TO THE SANITARY. SECTIONS 301.6, 712 & 1003.1.
  
 62. SHT P-12.6 GAS WATER HEATER SCHEDULE. A SEPARATE
 GAS PERMIT IS REQUIRED. PLEASE SUBMIT THE FOLLOWING
 INFORMATION REQUIRED FOR GAS PERMIT:
  
 A. SUBMIT AN ISOMETRIC DRAWING THAT
 CLEARLY SHOWS ALL CUT SECTIONS OF PIPE
 AND CORRESPONDING LENGTHS PER FBC-2004
 FUEL GAS CODE.
  
 B. SHOW TYPE OF PIPING MATERIAL BEING
 INSTALLED, ALL PIPE SIZES, (AND THE EDH
 NUMBER OF CORRUGATED STAINLESS STEEL
 TUBING FOR EACH PIPE SIZE BEING USED.
  
 C. TYPE OF GAS, (LP OR NATURAL).
  
 D. BTU LOAD OF EACH APPLIANCE AND THE
 TOTAL BTU LOAD ON THE SYSTEM. REFER TO
 THE FBC-2004 FUEL GAS CODE SECS. 401.8
 THRU 402.6.1 AND TABLES 402.4(1) THRU
 402.4(33).
  
 E. SHOW THE DISTANCE FROM THE POINT OF
 DELIVERY, (METER), TO THE MOST REMOTE
 OUTLET IN THE BUILDING AND/OR SYSTEM PER
 FBC-2004 FUEL GAS CODE APPENDIX A - USE
 OF CAPACITY TABLES A.3.1(4).
  
 F. SUBMIT CALCULATIONS FOR COMBUSTION
 AIR (IF APPLICABLE) PER FBC-2004 FUEL
 GAS CODE SECTION 304.
  
 G. INDICATE THE DELIVERY PRESSURE (PSI)
 PER FBC-2004 FUEL GAS CODE SEC. 402.2.
 NATURAL GAS SPECIFY .5 PSI OR 2 PSI.
  
 H. SUBMIT A DETAIL SHOWING THE TYPE,
 LOCATION, SIZE AND TERMINATION OF THE
 GAS VENTS PER FBC-2004 FUEL GAS CODE
 SECS. 502 THRU 505.
  
 I. SUBMIT MANUFACTURE SHEETS FOR ALL GAS
 EQUIPMENT TO VERIFY COMPLIANCE WITH
 STANDARDS NFPA 54, NFPA 58, AND THE
 FBC-2004 FUEL GAS CODE SEC 402.2.
  
 J. CLEARLY SHOW THE LOCATION AND CAP-
 ACITY OF LP TANK(S), TYPE OF TANK (DOT
 OR ASME), THE DISTANCE OF THE TANK FROM
 THE BUILDING AND ADJACENT PROPERTY LINES
 THE DISTANCE OF THE TANK FROM ALL SOUR-
 CES OF IGNITION, OTHER CONTAINERS, BUILD
 INGS, AND THE LOCATION OF ANY BUILDING
 OPENINGS BELOW THE RELIEF VALVE OF THE
 TANK PER NFPA 58, TABLE 3-2.2.2.
  
 K. CLEARLY INDICATE ON THE PLAN IF THE
 LP TANK IS ABOVE OR BELOW GROUND, AND
 SHOW REQUIRED PROTECTION OF THE TANK AND
 APPURTENANCES PER NFPA 58. IF THE TANK
 IS BELOW GROUND THE CONTAINER SHALL BE
 SECURILY ANCHORED PER NFPA 58 SECTION
 3-2.2.7(H).
  
 L. EMERGENCY HOOD SHUT DOWN SHUT OFF
 VALVE TO BE BELOW CEILING. MANUAL SHUT
 OFF VALVE TO BE UPSTREAM. UNION TO BE
 DOWN STREAM OF MANUAL VALVE.
  
 63. SUBMIT A CONDENSATE ISOMETRIC RISER DIAGRAM FOR THE
 PIPING AT THE HORIZONTAL CONDENSATE BUILDING DRAIN.
 SHOW ALL PIPE SIZES AND INDICATE WHERE ALL RISERS
 CONNECT TO THE BUILDING DRAIN. INDICATE THE TERMINATION
 POINT OF THE CONDENSATE. SECTIONS 106.1.2, 314.2.1 &
 314.2.2.
  
 64. ALL SANITARY, CONDENSATE & WATER RISER DESIGNATION
 NUMBERS SHALL BE INDICATED FROM THE START OF THE RISER
 THRU THE TOP. (EXAMPLE CONDENSATE RISERS C-1 & C-2 ARE
 NOT SHOWN UNTILL THE 3RD FLOOR). SHOW THE RISER AS
 RISER C-1, C-2 & C-3 ON SHEETS P-1.0 & P-2.0 SO THE
 RISERS CAN BE TRACKED FROM THE BUILDING DRAIN THRU THE
 TOP OF EACH RISER. SECTIONS 106.1.3, 314.2, 601.1, &
 701.1.
  
 65. SHTS P-13.0 & P-13.1 PER SECTION 917.3.2 A RELIEF
 VENT IS REQUIRED FOR ALL AIR ADMITTENCE VALVES FROM THE
 6TH FLOOR DOWN. (SEE RISERS S/1 THRU S/8 & S/10 THRU
 S/13).
  
 66. SHTS P-13.0 & P-13.1 RISERS S/1 THRU S/8 & S/10
 THRU S/13 A VENT STACK IS REQUIRED PER SECTION 903.2
 AND SHALL TERMINATE OUTDOORS IN OPEN AIR PER SECTION
 903.3. ALL VENTS SHALL CONNECT AT THE BASE OF THE
 DRAINAGE STACK. SECTION 903.4.
  
 67. SHT P-13.1 RISER S/9 IS INDICATED AS A 3" STACK.
 PER TABLE 912.3 A 4" STACK IS REQUIRED AND PER SECTION
 903.3 THE STACK VENT SHALL TERMINATE OUTDORRS IN OPEN
 AIR.
  
 68. SHTS P-13.0 & P-13.1 RISERS S/1 THRU S/13 AIR
 ADMITTENCE VALVES ARE NOT PERMITTED ON THE TOP OF THE
 STACKS PER SECTIONS 917.2 & 917.3 BUT ARE REQUIRED TO
 EXTEND TO OPEN AIR PER SECTION 903.3.
  
 69. SHTS P-13.0 & P-13.1 SUBMIT A DETAIL FOR THE STUDOR
 P.A.P.A. SHOWN ON RISERS S/1 THRU S/13. SECTION
 106.2.1. (MORE INFORMATION REQUIRED).
  
 70. SHT P-13.0 RISER S/2 9TH FLOOR P7 SINK SHALL
 DISCHARGE DOWNSTREAM OF THE BATHROOM GROUP. SECTION
 909.1.1. (WET VENT).
  
 71. SHT P-13.0 RISER S/4 DOES NOT REFLECT THE FLOOR
 PLAN AT THE OFFSETS TO THE W/C'S & LAVS. PLEASE
 CORRELATE. SECTIONS 106.1.1 & 701.1.
  
 72. SHT P-13.0 RISER S/5 DOES NOT REFLECT THE FLOOR
 PLAN FOR THE OFFSETS FOR THE SHOWER AT THE 3RD FLOOR,
 AND FOR THE LAV OFFSETS ON THE 4TH THRU 10TH FLOORS.
 PLEASE CORRELATE. SECTIONS 106.1.1 & 701.1.
  
 73. SHT P-13.0 RISER S/6 9TH DOES NOT REFLECT THE FLOOR
 PLAN. THE FLOOR SHOWS 2 LAVS, BUT THERE IS ONLY ONE
 SHOWN ON THE FLOOR PLAN. PLEASE CORRELATE. SECTIONS
 106.1.1 & 701.1.
  
 74. SHT P-13.0 RISER S/7 DOES NOT REFLECT THE FLOOR
 PLAN. THERE ARE NO 2ND FLOOR FIXTURES SHOWN ON THE
 RISER AND SHOW ALL PIPING ON THE 9TH FLOOR AND THE P7
 SINK SHALL DISCHARGE DOWNSTREAM OF THE BATHROOM
 FIXTURES PER SECTION 909.1.1.
  
 75. SHT P-13.2 RISER S/7 DOES NOT REFLECT THE FLOOR
 PLAN AT ROOM 214 FOR FIXTURE P6. PLEASE INDICATE WHERE
 RISER S/7 CONTINUES ON THE RISER DIAGRAM. ALSO INDICATE
 WHAT FLOOR THE RISER REPRESENTS. PLEASE CORRELATE.
 SECTIONS 106.1.1 & 701.1.
  
 76. SHT P-13.2 ALL RISERS FROM THE 6TH FLOOR DOWN SHALL
 HAVE A RELIEF VENT FOR THE AIR ADMITTENCE VALVES.
 SECTION 917.3.2.
  
 77. SHT P-13.2 RISER S/18 WET VENT TO P6 & P2B FIXTURES
 TO BE 3" PER SECTION 909.3. PLEASE SHOW THE SECTION OF
 PIPE UPSTREAM OF THE W/C'S TO BE 3".
  
 78. SHT P-13.2 RISERS S/7 & S/13 THRU S/19 PLEASE
 INDICATE WHICH FLOOR THESE RISER REPRESENT. SECTION
 106.1.2
  
 79. SHT SHT P-13.3 RISERS S/22, S/23, S/24 & SND S/24.
 INDICATE THE RISERS REPRESENT AND CLAIRFY WHY 2 RISERS
 WITH THE S/24 DESIGNATION. SECTIONS 106.1.1 & 701.1.
  
 80. SHT P-13.3 RISER S/24 ON THE LEFT SIDE OF THE SHEET
 SHOWS NO VENT TERMINATION. SECTION 903.3. PLEASE
 INDICATE VENT TERMINATION.
  
 81. SHT P-13.3 SHOWS ISOMETRIC RISER DIAGRAM BELOW
 RISER S/24 ON THE RIGHT SIDE OF THE SHEET WITH NO RISER
 DESIGNATION. NO FIXTURE DESIGNATIONS, PIPE SIZES NOR
 FLOOR INDICATED. PLEASE CLARIFY. SECTIONS 106.1.1,
 106.2, 701.1, 709,1 & 710.1(2).
  
 82. SHT P-14.1 INDICATE THE RISER NUMBER FOR THE 1ST
 RISER ON THE LEFT SIDE OF THE SHEET. SECTIONS 106.1.2 &
 701.1.
  
 83. SHT P-14.1 RISERS DO NOT REFLECT THE FLOOR PLANS.
 RISERS C/2, C/7, C/8, C/10 THRU C/16, & C/18 ARE NOT
 SUBMITTED. PLEASE SUBMIT ALL RISERS FOR THE CONDENSATE
 SYSTEM THAT REFLECT THE FLOOR PLANS. SECTION
 106.3.5.1.3.
  
 84. ALL SHEETS SHALL BE SIGNED, SEALED AND DATED WHEN
 APPLYING FOR PERMIT. SECTION 106.1, FAC 61G1-16,
 61G15-23 & FS 471, 481.
  
 85. PLANS/DRAWING DO NOT APPEAR TO BE 100% THIS
 SUBMITTAL. MORE COMMENTS MAY BE FORTHCOMING WHEN
 RESPONSES TO THE ABOVE COMMENTS ARE SUBMITTED.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & 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. REMOVE
 ALL VOID SHEETS FROM ALL PLANS AND PLACE
 ONE SET OF THEM LOOSELY ON TOP OF THE
 COLLATED PLANS TO BE REVIEWED.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 805-6731
 E-MAIL [email protected]
  
  
  

Review Stop Z ZONING
Rev No 1 Status F Date 2009-01-13 Cont ID  
Sent By aaponte Date 2009-01-13 Time 16:54 Rev Time 0.00
Received By aaponte Date 2009-01-13 Time 16:54 Sent To  
Notes
2009-01-13 16:58:041. CLEMATIS PAVERS SHALL BE MAINTAINED ALONG THE ENTIRE
 FRONTAGE. NO SPECIAL PAVERS IN FRONT OF BUILDING
 ENTRANCE.
 2. PAVERS ON RELOCATED BULB-OUTS SHALL MATCH EXISTING
 PAVERS ALONG CLEMATIS ST.
 3. DETAILS FOR TREE GRATES SHALL BE PROVIDED.
 4. LANDSCAPE DRAWINGS SHALL BE PROVIDED.
 5. ROOFTOP GARDEN NEEDS TO COMPLY WITH MINIMUM 30% OF
 VEGETATED AREA REQUIREMENT, AND MINIMUM 20% OF TREE
 CANOPY. PLEASE PROVIDE A SUMMARY TABLE INDICATING
 COMPLIANCE.


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