Plan Review Notes
Plan Review Notes For Permit 09010006
Permit Number 09010006
Review Stop B
Sequence Number 1
Notes
Date Text
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
 E-MAIL COMMUNICATIONS ARE THEREFORE SUBJECT TO PUBLIC
 DISCLOSURE.
  


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