Plan Review Notes
Plan Review Notes For Permit 07020735
Permit Number 07020735
Review Stop B
Sequence Number 1
Notes
Date Text
2007-05-03 12:09:55 
 DATURA & OLIVE
 RESIDENCE
 9 STORY R-2, MERCANTILE& S-2
  
 BUILDING PLAN REVIEW
 PERMIT: 07020735
 ADDRESS: 302 DATURA ST
 CONT: PEGASUS CONSTRUCTION
 TEL: (954)946-4227
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2006 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 1STREVIEW
 ACTION: DENIED
  
 1)--- VERY IMPORTANT STATEMENT ---
 PLEASE DO NOT IGNORE!
 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.
 2)FBC 1802.2.1 QUESTIONABLE SOILS,
 WHERE THE SAFE-SUSTAINING POWER OF THE SOIL IS IN
 DOUBT, OR WHERE A LOAD-BEARING VALUE SUPERIOR TO THAT
 SPECIFIED IN THIS CODE IS CLAIMED, THE BUILDING
 OFFICIAL SHALL REQUIRE THAT THE NECESSARY INVESTIGATION
 BE MADE. SUCH INVESTIGATION SHALL COMPLY WITH THE
 PROVISIONS OF SECTIONS 1802.4 THROUGH 1802.6 . REPORTS
 HAVE COPIED SIGNATURES, NOT ORIGINALS.
  
 3)FL S S 713.13NOTICE OF COMMENCEMENT, TO BE FILED
 WITH THE CLERK OF THE COURT.
 NOTE: 713.13(2)
 IF THE WORK DESCRIBED IN THE NOTICE OFCOMMENCEMENT IS
 NOT ACTUALLYCOMMENCED 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.
  
 4)WPB AMENDMENT 105.13.6. W.P.B. CONSTRUCTION
 SERVICES DEPARTMENT
 REQUEST FOR THRESHOLD BUILDINGS A SPECIAL INSPECTOR AS
 REQUIRED BY S. 553.79(5) FLORIDA
 STATUTES TO THE MINIMUM INSPECTIONS REQUIRED BY THIS
 CODE. CONTACT HAROLD PISKURA MANAGER OF THE SPECIAL
 INSPECTOR PROGRAM AT (561) 805-6711 FOR FURTHER
 INFORMATION BEFORE THE PERMIT MAY BE ISSUED.
  
 5)W.P.B. AMENDMENT 105.13.4.4 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.
  
 6)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. 105.13.1 THE
 ENFORCING AGENCY SHALLREQUIRE A SPECIAL INSPECTOR TO
 PERFORM STRUCTURAL INSPECTIONS ON A THRESHOLD BUILDING
 PURSUANT TO A STRUCTURALINSPECTION 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.
  
 7) 109.3.10*IMPACT OF CONSTRUCTION. ALL CONSTRUCTION
 ACTIVITY REGULATED BY THIS CODE SHALL BE PREFORMED IN A
 MANNERSO AS NOT TO ADVERSELY IMPACT THE CONDITION OF
 ADJACENT PROPERTY, UNLESS SUCH ACTIVITY IS PERMITTED TO
 AFFECT SAID PROPERTY PURSUANT TO 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
 CERTIFICATE FROM A LICENSED ENGINEER SHALL BE SUBMITTED
 TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL OF THE
 FINAL INSPECTION.
  
  
 8 ) 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 FAIL 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) THE ARCHITECTURAL COVERSHEET UNDER THE PROJECT DATA
 SUMMARY:
 9A) PLANS ARE DESIGNED UNDER THE 2004 FBC, PLANS
 SUBMITTED TO THE CITY AFTER DEC. 8, 2006 ARE TO BE
 DESIGNED TO THE 2006 FBC.
  
 9B) PLANS ALSO INDICATE THIS IS TO BE A 8 STORY
 BUILDING. THE SO CALLED MEZZANINE LEVEL DOES NOT MEET
 THE DEFINITION OF A MEZZANINE THIS IS THE SECOND STORY,
 CREATING A NINE STORY BUILDING.
  
 9C)PLANS FAIL TO IDENTIFY WHAT TYPE BUILDING TYPE
 THIS BUILDING WAS DESIGNED TOO? TABLE 503/ TABLE 601?
  
 10) SHEET A0.02 GENERAL NOTE# 15 REFERS TO THE 2001
 FBC, PLEASE MAKE THE CORRECTION.
  
 11) A2.01 THE PLANS TO HAVE OPENINGS IN THE PARKING
 GARAGE ON THE FIRST AND SECOND FLOOR
 (MEZZANINE LEVEL) OF THE PARKING GARAGE ON THE SOUTH
 WALL. PLEASE SEE TABLE 602 FOR TYPE 1A & 1B BUILDINGS
 REQUIRE 3 HR RATED WALLS BASED ON FIRE SEPARATION AND
 TABLE 704.8 FOR UNPROTECTED OPENINGS 0-3? FROM THE
 PROPERTY LINE ARE NOT PERMITTED. FOOTNOTE ?G? ALLOWS
 OPENINGS WHEN THE EXTERIOR BEARING WALLS, EXTERIOR NON
 BEARING WALLS AND EXTERIOR STRUCTURAL FRAME ARE NOT
 REQUIRED TO BE FIRE-RESISTANCE RATING.SEE LOUVERED
 OPENINGS IN THE SOUTH WALL AND OPENING ?B? EAST WALL.
 704.8.2 FIRST STORY.
 IN OCCUPANCIES OTHER THAN GROUP H, UNLIMITED
 UNPROTECTED OPENINGS ARE PERMITTED IN THE FIRST STORY
 OF EXTERIOR WALLS FACING A STREET THAT HAVE A FIRE
 SEPARATION DISTANCE OF GREATER THAN 15 FEET (4572 MM),
 OR FACING AN UNOCCUPIED SPACE. THE UNOCCUPIED SPACE
 SHALL BE ON THE SAME LOT OR DEDICATED FOR PUBLIC USE,
 SHALL NOT BE LESS THAN 30 FEET (9144 MM) IN WIDTH, AND
 SHALL HAVE ACCESS FROM A STREET BY A POSTED FIRE LANE
 IN ACCORDANCE WITH THE FLORIDA FIRE PREVENTION CODE .
  
 12)SHEET A9.02 MAKES REFERENCE TO TABLE 709.3.1 FOR
 EQUIVALENT THICKNESS OF MASONRY UNITS BUT THIS TABLE IS
 REFERENCED UNDER THE FBC 2001 CODE, PLEASE CORRECT.
  
 13THE SOUTH &EAST CORNERS OF THE PARKING GARAGE APPEAR
 TO BE LESS THAN 3?-0? FROM THE PROPERTY , PLEASE
 PROVIDE THE EQUIVALENT THICKNESS OF THE CONCRETE BLOCK
 AND HR RATING?
 TABLE 721.3.2.
  
 14) A2.01INDICATES THE USE OF CAR LIFTS. PLEASE
 PROVIDE MANUFACTURERS SPECS ON THESE UNITS, ADDITIONAL
 COMMENTS MAY APPEAR ON LATTER REVIEWS WITH ADDITIONAL
 INFORMATION.
 106.1.2 ADDITIONAL INFORMATION REQUIRED.
  
 15) THIS COMMENT IS COMMON TO MANY SHEETS, THE PLANS
 FAIL TO IDENTIFY VARIOUS COMMON DOORS THROUGH OUT THE
 PROJECT, PLEASE LABEL DOORS TO IDENTIFY FOR REQUIRED
 DOOR RATINGS.
 106.1.2.* ADDITIONAL INFORMATION REQUIRED, TABLE 715.3
 ETC.
  
 16) A2.01 STAIRWAY# 3 IS INDICATED AS PART OF THE POOL
 DECK MEANS OF EGRESS PLEASE SEE:
 1022.5 LOCATION.EXTERIOR EXIT RAMPS AND STAIRWAYS
 SHALL BE LOCATED IN ACCORDANCE WITH SECTION 1023.3 .
 1023.3 EXIT DISCHARGE LOCATION.EXTERIOR BALCONIES,
 STAIRWAYS AND RAMPS SHALL BE LOCATED AT LEAST 10 FEET
 (3048 MM) FROM ADJACENT LOT LINES AND FROM OTHER
 BUILDINGS ON THE SAME LOT UNLESS THE ADJACENT BUILDING
 EXTERIOR WALLS AND OPENINGS ARE PROTECTED IN ACCORDANCE
 WITH SECTION 704 BASED ON FIRE SEPARATION DISTANCE.
  
 17) A2.01 STAIRS THAT ARE LOCATED NEXT TO PARKING
 SPACE# 22 INDICATE THE LOWER LANDING OR GARAGE FLOOR AT
 12.5? AND THE TOP LANDING AT 13.5?, PLEASE SEE
 1003.5.2
 WHERE CHANGE IN ELEVATION OF 12 INCHES (305 MM) OR LESS
 OCCURS IN EXIT ACCESS CORRIDORS, EXITS AND EXIT
 DISCHARGE, RAMPS COMPLYING WITH1010 SHALL BE
 PROVIDED.
 1003.5.3 ACCESSIBILITY.
 FOR ACCESSIBILITY PROVISIONS RELATED TO CHANGES IN
 LEVELS, SEE SECTION 11-4.3.8 .
  
 REQUIREMENT2. ACCESSIBLE AND USABLE PUBLIC AND COMMON
 USE AREAS.
  
 SECTION 100.205(C)(1) PROVIDES THAT COVERED MULTIFAMILY
 DWELLINGS WITH A BUILDING ENTRANCE ON AN ACCESSIBLE
 ROUTE SHALL BE DESIGNED IN SUCH A MANNER THAT THE
 PUBLIC AND COMMON USE AREAS ARE READILY ACCESSIBLE TO
 AND USABLE BY HANDICAPPED PERSONS.
  
 GUIDELINE
  
 THE FOLLOWING CHART IDENTIFIES THE PUBLIC AND COMMON
 USE AREAS THAT SHOULD BE MADE ACCESSIBLE, CITES THE
 APPROPRIATE SECTION OF THE ANSI STANDARD, AND DESCRIBES
 THE APPROPRIATE APPLICATION OF THE SPECIFICATIONS,
 INCLUDING MODIFICATIONS TO THE REFERENCED STANDARD.
 FAIR HOUSING 4.3(D).
  
 18) SHEET A2.01 THE PROPERTY LINE IS NOT INDICATED ON
 THIS PORTION OF THE BUILDING THERE MAY OR MAY NOT BE
 PROBLEMS AS FAR AS TABLE 602AND THE AMOUNT OF OPENINGS
 THAT ARE ALLOWED. TABLE 704.8.
  
 19)THE EAST END OF THE BUILDING DOESN?T PROVIDE THE
 ELEVATION OF THE FINISHED SIDEWALKS,
 THERE MAY BE A RAMPED EXIT PASSAGEWAY FROM STAIR TOWER
 # 1 IF THE RAMP DOESN?T HAVE SLOPE GREATER THAN 1:20 IT
 IS TRULY A RAMP AND THE ELEVATION CHANGE WOULD NEED TO
 BE KNOWN?
  
 20) SHEET A2.01 DOESN?T PROVIDE ANY HOURLY RATING ON
 ANY WALLS. PLEASE PROVIDE WALL IDENTIFICATION TAGS FOR
 ALL WALLS, SHAFTS OCCUPANCY SEPARATION, ETC SEE 707.4,
 TABLE 302.3.2.
  
 21)SHEET A2.01 THERE ARE TWO ABBREVIATIONS THAT OCCUR
 ON THE VARIOUS DECKS
 (HP) AND (LP) THAT ARE NOT FOUND ON A0.02 ABBREVIATION
 SHEET? 106.1.2*
 ADDITIONAL INFORMATION REQUIRED.
  
 22) PLEASE PROVIDE INFORMATION FOR THE HANDICAPPED VAN
 PARKING SPACES, PROVIDE
 THE 98? CLEAR HEIGHT, ENTRY AND EXIT PATH FOR AN
 ACCESSIBLE VAN? 11-4.1.2(5)(B)
 IN PARKING STRUCTURES, ONE IN EVERY EIGHT
 ACCESSIBLE SPACES, BUT NOT LESS THAN ONE, SHALL BE ?VAN
 ACCESSIBLE? AND SHALL BE DESIGNED AS REQUIRED BY
 SECTION 11-4.6.3 . THE VERTICAL CLEARANCE AT SUCH
 SPACES SHALL COMPLY WITH SECTION 11-4.6.5 . ALL SUCH
 SPACES MAY BE GROUPED ON ONE LEVEL OF A PARKING
 STRUCTURE. WHEN SUCH SPACES ARE PROVIDED IN A PARKING
 STRUCTURE AND ONLY ONE IN EIGHT MEET THE HEIGHT
 REQUIREMENT OF SECTION 11-4.6.5 , THEY SHALL BE
 DESIGNATED AS REQUIRED BY SECTION 11-4.6.4 .
  
 23)SHEET A2.02 (COMMON TO ALL FLOORS) THIS PLAN
 DOESN?T INDICATE DOOR ORWALL TYPES NOR THE HR RATING
 OF SUCH SYSTEMS. WHEN YOU LOOK AT THE LIFE SAFETY PLAN
 THERE ARE WALL RATINGS SOME DOORS BUT THERE IS NO
 NOMENCLATURE TO THE TYPE OF ROOM? 106.1.2* ADDITIONAL
 INFORMATION REQUIRED.
 302.3.2, 707,708 & TABLE 715.3.
  
 24) SHEET A2.03 H. C. LIFT PLEASE PROVIDE THE SPECS IN
 COMPLIANCE WITH:
 11-4.11 PLATFORM LIFTS (WHEELCHAIR LIFTS ). 11-4.11.1
 LOCATION.
 PLATFORM LIFTS (WHEELCHAIR LIFTS ) PERMITTED BY SECTION
 11-4.1 SHALL COMPLY WITH THE REQUIREMENTS OF SECTION
 11-4.11 .
 11-4.11.2 OTHER REQUIREMENTS.
 IF PLATFORM LIFTS (WHEELCHAIR LIFTS ) ARE USED, THEY
 SHALL COMPLY WITH SECTIONS 11-4.2.4 , 11-4.5 , 11-4.27
 , AND ASME A17.1, SAFETY CODE FOR ELEVATORS AND
 ESCALATORS , SECTION XX, 1990.
 11-4.11.3 ENTRANCE.
 IF PLATFORM LIFTS ARE USED THEN THEY SHALL FACILITATE
 UNASSISTED ENTRY, OPERATION, AND EXIT FROM THE LIFT IN
 COMPLIANCE WITH SECTION 11-4.11.2 .
 FAIR HOUSING : ANSI A117.1 ELEVATORS 4.10.
  
 25)SHEET A2.03: INDICATES DETAIL 7 OF A3.31 TYPICAL
 OF LANAI LEVEL SHEET A2.91 DETAILS
 7 & 8. THESE DETAILS ARE COMMON TO ALL FLOORS, THEY DO
 NOT MEET FAIR HOUSING REQUIREMENTS FOR SECONDARY
 DOORS.
  
 25A) SEE DETAIL 7 & 8 SHEET A2.03, THE SLIDING GLASS
 DOOR TRACK ASSEMBLY AS SHOWN DOES NOT MEET FAIR HOUSING
 GUIDELINES,FOR SECONDARY DOORS (SLIDING GLASS DOORS)
 THE GUIDELINE SPECIFY THAT THE THRESHOLDS AT THESE
 DOORS SHALL BE NO HIGHER THAN ? ?.THE GUIDELINES
 FURTHER STATE THAT CHANGES IN LEVEL AT THESE LOCATIONS
 MUST BE BEVELED WITH A SLOPE NO GREATER THAN 1:2.
  
 25B) FAIR HOUSING DOOR AT CONCRETE LANDINGS THE MAXIMUM
 ALLOWABLE CHANGE IN LEVEL AT EXTERIOR SLIDING GLASS
 DOORS (SECONDARY ENTRANCE) TO BALCONY OR PATIO WILL BE
 4 INCHES TO THE FINISH DECK.
 NOTE: INCORPORATE THE HEIGHT OF THE HIGH RISE TRACK
 INTO THE DESIGN CRITERIA.
  
 25C) THE STRUCTURAL PLANS WILL ALSO NEED TO CORRELATE
 THEIR DETAIL SHEETS TO MEET THE REQUIREMENTS STATED
 ABOVE, FAIR HOUSING SECONDARY SLIDING GLASS DOORS.
  
 25D) THE TRACK DETAIL ALSO INDICATES THAT THE TRACK IS
 TO BE SET IN LEVELING GROUT. ALL PRODUCT APPROVALS WILL
 REQUIRE MECHANICAL FASTENING OF TRACK INTO THE MAIN
 STRUCTURE.
  
 25E) SHEET A2.91 NOTE# 5 INDICATES PLANS WILL MEET ALL
 WIND REQUIREMENTS OF THE STD. BUILDING CODE AND PALM
 BCH CTY. THE LAST STANDARD BUILDING CODE WAS THE 1997
 STANDARD BUILDING CODE. CURRENTLY ALL OF FLORIDA IS
 UNDER THE 2004 FLORIDA BUILDING CODE WITH 2006
 REVISIONS. THERE ARE NO PALM BCH CTY. AMENDMENTS.
 PLEASE CORRECT.
  
 26)SHEET A2.03 ( COMMON TO ALL FLOORS)THIS PLAN
 INDICATE NO DOOR ORWALL TYPES NOR THE HR RATING OF
 SUCH SYSTEMS. WHEN YOU LOOK AT THE LIFE SAFETY PLAN
 THERE ARE WALL RATINGS SOME DOORS BUT THERE IS NO
 NOMENCLATURE TO THE TYPE OF ROOM? 106.1.2* ADDITIONAL
 INFORMATION REQUIRED.
 302.3.2, 707,708 & TABLE 715.3.
  
 27) SHEET A2.03 ELEVATOR LOBBY INDICATES THE TWO DOORS
 ON HOLD OPEN DEVICES, PLEASE PROVIDE INFORMATION ON
 THESE DEVICES, HOW THEY WILL PERFORM ONCE THE SMOKE
 ANNOUNCES
 SMOKE.
  
 28) SHEET A2.03 ELEVATOR LOBBY DOORS ONE DOOR INDICATES
 A 20MIN RATING THE OTHER NONE. PLEASE SEE TABLE 715.3.
 THE 20 MIN AND ? HR FIRE PARTITIONS OR CORRIDOR WALLS
 REQUIRED BY SECTION 1016.1. THE MORE RESTRICTIVE
 ELEVATOR LOBBIES WOULD REQUIRE THE ? HR OPENING
 PROTECTIVE. SEE CODE COMMENTARY UNDER 709.5 SMOKE
 BARRIERS STATING FIRE PARTITIONS, OTHER THAN CORRIDOR
 WALLS, ARE REQUIRED TO HAVE AN OPENING ASSEMBLY RATING
 OF 45 MINUTES IN ACCORDANCE WITH TABLE 715.3. SEE LIFE
 SAFETY PLAN LS3
  
 29) SEE LS-3 & LS-4 DOORS SWING OPPOSITE WAYS 3TH FLOOR
 VERSES FLOORS ABOVE?
 OCCUPANT LOADS GREATER THAN 50 SHALL SWING IN THE
 DIRECTION OF TRAVEL TO AN EXIT.1008.1.2.
  
 30) SEE LS-3 THE TRASH CHUTE ACCESS ROOM DOOR INDICATES
 A FIRE RATING NOT DEPICTED IN THE LIFE SAFETY LEGEND ?
 707.13.3? HR OPENING PROTECTIVE REQUIRED.
  
 31) SEE LS-3 TRY CALCULATIONS FOR THE POOL DECK AND
 APPROX 2446 SQ FT WITH THE OTHER LOADS A TOTAL OCCUPANT
 LOAD OF 116 REQUIRING THE ENTRY DOOR TO BE AN IN SWING
 DOOR 1008.1.2.
  
 32)A2.03 THE LANAI FOYER DOOR APPEARS TO BE MISSING
 THE 18? REQUIRED ON THE PULL SIDE
 FAIR HOUSING ANSI 117.1TABLE 404.2.4.1 . FIGURE
 404.2.1(A).
  
 33) A2.03 THE SAME ISSUE WITH THE GATE NEXT TO THE
 SYMBOL EOD, THIS GATE REQUIRES 18?
 ON THE LATCH SIDE. FAIR HOUSING TABLE 404.2.4.1, FIGURE
 404.2.1(A).
  
 34) SHEET A2.03 THERE ARE THREE PAIR OF DOORS THAT LEAD
 INTO THE RECREATION ROOM, THEY ARE NOR FOUND ON THE
 DOOR SCHEDULE BUT SCALE TO BE (3)PAIR OF 2?-0? DOORS.
 MUST MEET THE REQUIREMENT OF CLEAR WIDTH DOOR OPENINGS
 SHALL HAVE A CLEAR OPENING WIDTH OF 32?.
 404.2.2 DOUBLE- LEAF DOORWAYS. AT LEAST ONE OF THE
 ACTIVE LEAVES OF DOORWAYS WITH 2 INDEPENDENTLY OPERATED
 LEAVES SHALL COMPLY WITH SECTIONS 404.2.3 AND 404.2.4.
 DOORS SF-L/1 AND SF-L/2.
  
 35)POOL WILL REQUIRE A SEPARATE PERMIT, AND WILL NOT
 BE PART OF THIS PERMIT PACKAGE.
  
 36) NOTE POOL REQUIREMENTS FOR SAFETY FENCING WILL NEED
 TO BE ADDRESSED FOR THE LANAI LEVEL BEFORE A PERMIT CAN
 BE ISSUED.424.1 PUBLIC SWIMMING POOLS AND BATHING
 PLACES. PUBLIC SWIMMING POOLS AND BATHING PLACES SHALL
 COMPLY WITH THE DESIGN AND CONSTRUCTION STANDARDS OF
 THIS SECTION.
 NOTE: OTHER ADMINISTRATIVE AND PROGRAMMATIC PROVISIONS
 MAY APPLY. SEE DEPARTMENT OF HEALTH (DOH) RULE 64E-9,
 FLORIDA ADMINISTRATIVE CODE AND CHAPTER 514, FLORIDA
 STATUTES.ZONING MAY HAVE ADDITIONAL COMMENTS ON THIS
 ISSUE.
  
 37) SHEET A2.04 THE ELEVATOR LOBBY DOORS DO NOT HAVE
 ANY IDENTIFYING TAGS, ( COMMON TO ALL FLOORS)THIS
 PLAN INDICATE NO DOOR ORWALL TYPES NOR THE HR RATING
 OF SUCH SYSTEMS. WHEN YOU LOOK AT THE LIFE SAFETY PLAN
 THERE ARE WALL RATINGS SOME DOORS BUT THERE IS NO
 NOMENCLATURE TO THE TYPE OF ROOM? 106.1.2* ADDITIONAL
 INFORMATION REQUIRED.
 302.3.2, 707,708 & TABLE 715.3.
  
 38) SHEET A2.05 DETAIL# 13 INDICATE AN EMERGENCY
 OVERFLOW, THE SITUATION IS THE WAY THE DETAIL IS DRAWN
 WITH A MINIMUM OF 4? BEFORE RAINWATER STARTS TO RUN
 INTO THE OVERFLOW, WHERE THE PLUGGED UP ROOF DRAIN IS
 THE WATER MAY 7? OR 8? DEEP DEPENDING ON THE LOCATION
 OF THE ROOF DRAIN FROM THE OVERFLOW. 1503.4.3 WHEN
 OTHER MEANS OF DRAINAGE OF OVERFLOW WATER IS NOT
 PROVIDED, OVERFLOW SCUPPERS SHALL BE PLACED IN WALLS OR
 PARAPETS NOT LESS THAN 2 INCHES (51 MM) NOR MORE THAN 4
 INCHES (102 MM) ABOVE THE FINISHED ROOF COVERING AND
 SHALL BE LOCATED AS CLOSE AS PRACTICAL TO REQUIRED
 VERTICAL LEADERS OR DOWNSPOUTS OR WALL AND PARAPET
 SCUPPERS. AN OVERFLOW SCUPPER SHALL BE SIZED IN
 ACCORDANCE WITH THE FLORIDA BUILDING CODE, PLUMBING.
  
 39 THE SAME DETAIL THAT IS MENTIONED ABOVE INDICATES
 THE USE OF EITHER A MANSARD OR SHED TYPE ROOF SYSTEM,
 WITH THE USE OF METAL TRUSSES, 1 ?? METAL DECKING,
 THERE IS ANOTHER MEMBER NOT LABELED SOME TYPE OF
 SHEATHING ? PLEASE PROVIDE WHAT TYPE OF
 ROOF SHEATHING IS TO BE USED?PLEASE SEE TABLE 601,
 ROOF CONSTRUCTION, FOOTNOTE
 2(I), 2(II) & 2(III).
  
 40) SHEET A2.05 ALSO INDICATES THAT A MAINTENANCE SHOP
 ON THE ROOF, WHAT TYPE OF
 ACTIVITIES WILL TAKE PLACE THERE WILL THIS BE MORE FOR
 STORAGE OR A ACTUAL MAINTENANCE
 SHOP? IF STORAGE WHAT TYPE OF MATERIALS?
  
 41) SHEET A2.05 DETAIL#9 SHEET A3.32 ROOF FEATURE
 DOESN?T INDICATE WHAT TYPE OF ROOF SHEATHING THAT WILL
 BE USED?PLEASE SEE TABLE 601, ROOF CONSTRUCTION,
 FOOTNOTE
 2(I), 2(II) & 2(III).IN THIS CASE THERE IS 20?-0? CLEAR
 FROM THE FLOOR SEE FOOTNOTE(III).
  
 42)DETAIL# 5 SHEET A7.09 TRASH CHUTE ROOF DETAIL
 INDICATES THE USE OF COMBUSTIBLE PLYWOOD ON THE ROOF,
 SEE TABLE 601.
  
 43) SHEET A3.32 DETAIL# 9 INDICATES THERE ARE VARIOUS
 AREAS OF EFIS TRIM TO BE USED, MUST MEET THE TEST FOR
 NONCOMBUSTIBILITY, ASTM E-84.1406.2.2 ARCHITECTURAL
 TRIM.
 IN BUILDINGS OF TYPE I, II, III AND IV CONSTRUCTION
 THAT DO NOT EXCEED THREE STORIES OR 40 FEET (12 192 MM)
 IN HEIGHT ABOVE GRADE PLANE, EXTERIOR WALL COVERINGS
 SHALL BE PERMITTED TO BE CONSTRUCTED OF WOOD WHERE
 PERMITTED BY SECTION 1405.4 OR OTHER EQUIVALENT
 COMBUSTIBLE MATERIAL. COMBUSTIBLE EXTERIOR WALL
 COVERINGS, OTHER THAN FIRE-RETARDANT-TREATED WOOD
 COMPLYING WITH SECTION 2303.2 FOR EXTERIOR
 INSTALLATION, SHALL NOT EXCEED 10 PERCENT OF AN
 EXTERIOR WALL SURFACE AREA WHERE THE FIRE SEPARATION
 DISTANCE IS 5 FEET (1524 MM) OR LESS. ARCHITECTURAL
 TRIM THAT EXCEEDS 40 FEET (12 192 MM) IN HEIGHT ABOVE
 GRADE PLANE SHALL BE CONSTRUCTED OF APPROVED
 NONCOMBUSTIBLE MATERIALS AND SHALL BE SECURED TO THE
 WALL WITH METAL OR OTHER APPROVED NONCOMBUSTIBLE
 BRACKETS.
  
 44)SHEET A2.30 DISPLAY CABINET OR ROOM R-104 IS
 MISSING THE DOOR MARKER, TYPE OF DOOR? 106.1.2*
 ADDITIONAL INFO REQUIRED.
  
 45) SHEET A2.30 PRE-CAST CONC. MOLDING DETAIL 3 OF
 A3.09PLEASE INDICATE SLAB SIZES AND
 ANCHORAGE. 1405.5 ANCHORED MASONRY VENEER. ANCHORED
 MASONRY VENEER SHALL COMPLY WITH THE PROVISIONS OF
 SECTIONS 1405.5 , 1405.6 , 1405.7 AND 1405.8 AND
 SECTIONS 6.1 AND 6.2 OF ACI 530/ASCE 5/TMS 402.
 1405.5 ANCHORED MASONRY VENEER.
 1405.6 STONE VENEER
 1405.7 SLAB-TYPE VENEER
  
 46A) SHEET A2.31 TRASH HOLDING ROOM PLANS INDICATE A
 5?-0? OVERHEAD ON THE PROPERTY LINE SIDE OF THE
 PROPERTY, WHICH 0-3? NO OPENINGS. 704.8.2 FIRST STORY.
  
 IN OCCUPANCIES OTHER THAN GROUP H, UNLIMITED
 UNPROTECTED OPENINGS ARE PERMITTED IN THE FIRST STORY
 OF EXTERIOR WALLS FACING A STREET THAT HAVE A FIRE
 SEPARATION DISTANCE OF GREATER THAN 15 FEET (4572 MM),
 OR FACING AN UNOCCUPIED SPACE. THE UNOCCUPIED SPACE
 SHALL BE ON THE SAME LOT OR DEDICATED FOR PUBLIC USE,
 SHALL NOT BE LESS THAN 30 FEET (9144 MM) IN WIDTH, AND
 SHALL HAVE ACCESS FROM A STREET BY A POSTED FIRE LANE
 IN ACCORDANCE WITH THE FLORIDA FIRE PREVENTION CODE .
  
 46B) SEE TABLE 704.8 & TABLE 602. PLANS ALSO INDICATE A
 GATE ON THE OTHER END OF THE ROOM, THIS SHOULD HAVE A
 DOOR A CHANGE IN OCCUPANCY S-1 OCCUPANCY.
  
 47) SHEET A2.31 THE EAST PROPERTY LINE WALL IS SHOWN AS
 WALL TYPE (800), A9.02
 WALL RATING NOTE# 10 INDICATES ALL BLOCK WORK TO BE A
 MINIMUM OF 2 HR RATED BLOCK. PLEASE SEE TABLE 602 LESS
 THAN 5?-0? FROM THE PROPERTY LINE. PLEASE CORRECT. THE
 SAME WILL HOLD TRUE FOR THE SOUTH WALL.
  
 48) A2.32 SWITCH GEAR ROOM THE STEPS IN FRONT SHOULD
 HAVE 13? TREADS.1003.5.1
 WHERE A CHANGE IN LEVEL MEANS OF EGRESS NOT EXCEEDING
 21 INCHES (533 MM) IS ACHIEVED BY A STAIR, THE MINIMUM
 TREAD DEPTH OF SUCH STAIR SHALL BE 13 INCHES (330 MM)
 AND THE PRESENCE AND LOCATION OF EACH STEP SHALL BE
 READILY APPARENT.
  
 49) A2.32 THE EMERGENCY GENERATOR ROOM, 7? STAIR:
 1003.5.2
 WHERE CHANGE IN ELEVATION OF 12 INCHES (305 MM) OR LESS
 OCCURS IN EXIT ACCESS CORRIDORS, EXITS AND EXIT
 DISCHARGE, RAMPS COMPLYING WITH SECTION 1010 SHALL BE
 PROVIDED.
  
 50)FIRE COMMAND ROOM PLEASE PROVIDE COMPLIANCE WITH:
 403.8 FIRE COMMAND .
 A FIRE COMMAND CENTER COMPLYING WITH SECTION 911 SHALL
 BE PROVIDED IN A LOCATION APPROVED BY THE FIRE
 DEPARTMENT.
 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 M 2 ) 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 ANNUNCIATOR
 UNIT.
 4.ANNUNCIATOR 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.
  
 51) SHEET A2.33 PLANS INDICATE WALL RATING OF 800, WHEN
 REVIEWING THIS WALL TYPE THERE IS NO REFERENCE TO THE
 WALL RATING. SHEETA9.02 NOTE# 10 MAKE REFERENCE THAT
 ALL BLOCK TYPE ARE TO BE 2 HR RATED WALLS.PLEASE HAVE
 THE BLOCK MANUFACTURER PROVIDE THE EQUIVALENT THICKNESS
 OF THE BLOCK AND TYPE OF AGGREGATE TO BE USED? IF
 RINKER BLOCK ARE TO BE USED WILL ANY T007 BLOCK BE
 USED?
 721.3.2 CONCRETE MASONRY WALLS.
 THE FIRE-RESISTANCE RATING OF WALLS AND PARTITIONS
 CONSTRUCTED OF CONCRETE MASONRY UNITS SHALL BE
 DETERMINED FROM TABLE 721.3.2 . THE RATING SHALL BE
 BASED ON THE EQUIVALENT THICKNESS OF THE MASONRY AND
 TYPE OF AGGREGATE USED.
 EQUIVALENT .
  
 52) SHEET A9.02 INDICATES THAT THE BLOCK ARE TO BE
 MORTARED TO THE DECK ABOVE. THIS WILL NO PROVIDE A
 SMOKE TYPE SEAL.713.1 GENERAL. JOINTS INSTALLED IN OR
 BETWEEN FIRE-RESISTANCE-RATED WALLS, FLOOR OR
 FLOOR/CEILING ASSEMBLIES AND ROOFS OR ROOF/CEILING
 ASSEMBLIES SHALL BE PROTECTED BY AN APPROVED
 FIRE-RESISTANT JOINT SYSTEM DESIGNED TO RESIST THE
 PASSAGE OF FIRE FOR A TIME PERIOD NOT LESS THAN THE
 REQUIRED FIRE-RESISTANCE RATING OF THE WALL, FLOOR OR
 ROOF IN OR BETWEEN WHICH IT IS INSTALLED.
 FIRE-RESISTANT JOINT SYSTEMS SHALL BE TESTED IN
 ACCORDANCE WITH SECTION 713.3 . THE VOID CREATED AT THE
 INTERSECTION OF A FLOOR/CEILING ASSEMBLY AND AN
 EXTERIOR CURTAIN WALL ASSEMBLY SHALL BE PROTECTED IN
 ACCORDANCE WITH SECTION 713.4 .
  
 53) SHEET A2.35 THE POOL EQUIPMENT ROOM APPEARS TO HAVE
 A VENT ON THE EAST SIDE OF THE BUILDING. THIS IS A 3 HR
 RATED WALL ON THE PROPERTY LINE ,NO OPENINGS 0-3?-0
 FROM THE PROPERTY LINE.
  
 54)A2.35 & A2.36 BOTH HAVE LOUVERED OPENINGS IN A
 WALL THAT SITS 0-3?-0? FROM THE PROPERTY LINE, NO
 OPENINGS ALLOWED. TABLE 704.8.
  
 55) A2.80 DOOR SCHEDULE INDICATES DOOR TYPE ?F? TO HAVE
 VIEW PANELS, PLANS INDICATE 150 SQ INCHES FOR A ?B?
 LABEL DOOR PLEASE SEE TABLE 715.4.3 1 ? HR DOOR 100 SQ
 INCHES.
  
 56) 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 ANDASTM 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.
  
 FL BLD CODE 1609.1.4: COMPONENTS & CLADDING, PROVIDE
 2 COPIES,
 3 IF THRESHOLD OR RESIDENT INSPECTOR OF PRODUCT TESTING
 REPORTS, MISSING REPORTS ARE AS FOLLOWS:
 A) FIXED GLASS
 B) STOREFRONT GLASS
 C) OPERABLE WINDOWS
 D) MULLIONS HORIZONTAL & VERTICAL
 E) SKYLIGHTS
 F) GLASS BLOCK
 G) LOUVERS
 H) HOLLOW METAL DOORS/ ROOF HATCHES
 I) GLASS DOORS SWING
 J) OVERHEAD DOORS/ COIL DOORS
 K) SLIDING GLASS DOORS
 L) AUTOMATIC HORIZONTAL SLIDING DOORS
 M)PANEL WALL SYSTEM: SOFFITS, EFIS
 N) ROOFING ASSEMBLIES
  
 57)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
  
 58) 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.
  
 59) THIS NEXT ISSUE HAS BECOME A LARGE ISSUE ON
 PROJECTS!!!! WINDOWS NOT BEING LABELED.
 TESTING AND LABELING. 1714.5.2.1EXTERIOR WINDOWS AND
 GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDENT
 TESTING LABORATORY, AND SHALL BE LABELED WITH AN
 APPROVED LABEL IDENTIFYING THE MANUFACTURER,
 PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT
 CERTIFICATION AGENCY, TESTING LABORATORY, EVALUATION
 ENTITY OR MIAMI-DADE PRODUCT APPROVAL TO INDICATE
 COMPLIANCE WITH THE REQUIREMENTS OF ONE OF THE
 FOLLOWING SPECIFICATIONS:ANSI/AAMA/NWWDA 101/I.S.2 OR
 101/I.S. 2/NAFS OR TAS 202 (HVHZ SHALL COMPLY WITH TAS
 202 UTILIZING ASTME E 1300 OR SECTION 2404 .
 GLASS STRENGTH: DETERMINATION OF LOAD RESISTANCE OF
 GLASS FOR SPECIFIED LOADS OF PRODUCTS TESTED AND
 CERTIFIED IN ACCORDANCE WITH SECTION 1714.5.2.1 SHALL
 BE DESIGNED TO COMPLY WITH ASTM E 1300 IN ACCORDANCE
 WITH SECTION 2404 .
  
 60)SHEET A2.90; THIS SHEET SHOWS MULLIONS USED BOTH
 VERTICALLY AND HORIZONTALLY, BEFORE A REVIEW OF THE
 PRODUCT APPROVALS WILL BE ABLE TO BEGIN THE DESIGN TEAM
 WILL NEED TO HIGHLIGHT WHICH MULLION WILL BE THE ONE
 THAT WILL CONTINUE FROM A STRUCTURAL FRAMING MEMBER TO
 THE OPPOSITE SIDE.
  
 1714.5.5 MULLIONS OCCURRING BETWEEN INDIVIDUAL WINDOW
 AND GLASS DOOR ASSEMBLIES. 1714.5.5.1 MULLIONS.
 MULLIONS, OTHER THAN MULLIONS WHICH ARE AN INTEGRAL
 PART OF A WINDOW OR GLASS DOOR ASSEMBLY TESTED AND
 LABELED IN ACCORDANCE WITH SECTION 1714.5.2.1 , SHALL
 BE TESTED BY AN APPROVED TESTING LABORATORY OR BE
 ENGINEERED IN ACCORDANCE WITH ACCEPTED ENGINEERING
 PRACTICE. BOTH METHODS SHALL USE PERFORMANCE CRITERIA
 CITED IN SECTIONS 1714.5.5.2 , 1714.5.5.3 AND
 1714.5.5.4 .
  
 1714.5.5.2 LOAD TRANSFER.
 MULLIONS SHALL BE DESIGNED TO TRANSFER THE DESIGN
 PRESSURE LOADS APPLIED BY THE WINDOW AND DOOR
 ASSEMBLIES TO THE ROUGH OPENING SUBSTRATE.
  
 1714.5.5.3 DEFLECTION.
 MULLIONS SHALL BE CAPABLE OF RESISTING THE DESIGN
 PRESSURE LOADS APPLIED BY THE WINDOW AND DOOR
 ASSEMBLIES TO BE SUPPORTED WITHOUT DEFLECTING MORE THAN
 L/175, WHERE L IS THE SPAN OF THE MULLION IN INCHES.
  
 1714.5.5.4 STRUCTURAL SAFETY FACTOR.
 MULLIONS SHALL BE CAPABLE OF RESISTING A LOAD OF
 ONE-AND-ONE-HALF TIMES THE DESIGN PRESSURE LOADS
 APPLIED BY THE WINDOW AND DOOR ASSEMBLIES TO BE
 SUPPORTED WITHOUT EXCEEDING THE APPROPRIATE MATERIAL
 STRESS LEVELS. IF TESTED BY AN APPROVED LABORATORY, THE
 ONE AND ONE-HALF TIMES THE DESIGN PRESSURE LOAD SHALL
 BE SUSTAINED FOR 10 SECONDS, AND THE PERMANENT
 DEFORMATION SHALL NOT EXCEED 0.4 PERCENT OF THE MULLION
 SPAN AFTER THE ONE-AND-ONE-HALF TIMES DESIGN PRESSURE
 LOAD IS REMOVED.
  
 61) ANOTHER BIG ISSUE WITH PRODUCT APPROVALS THAT THE
 DESIGN TEAM WILL SIGN OFF ON REVIEWED IS THEY WILL NOT
 ?HIGHLIGHT? WHICH GLAZING SYSTEM THEY HAVE APPROVED AND
 THE CORRESPONDING PRESSURES, NOR WILL THEY HIGHLIGHT IN
 SLIDING GLASS DOOR SYSTEMS WHICH
 RAIL SYSTEM WILL BE USED. THERE ARE 4 DESIGN CRITERIA
 USUALLY IN THESE PACKAGES. ONE WITH NO REINFORCEMENT,
 LIGHT , MEDIUM AND HEAVY REINFORCEMENT HIGHLIGHT WHICH
 SYSTEM IS TO BE USED.
  
 62)NO ROOF REPORT WAS SUBMITTED IS MISSING OR NOT IN
 COMPLIANCE WITH THE FOLLOW ITEMS:
 _X__ CONTRACTOR DID NOT PROVIDE THE MEAN ROOF HEIGHT.
 (FLAT ROOF)
 ___ CONTRACTOR DID NOT INDICATE THE ROOF PITCH. _X__
 CONTRACTOR FAILED TO INDICATE WHICH SYSTEM TO BE USED.
 _X__ THE SYSTEM PROVIDED HAS A LOW PRESSURE FOR ZONE
 _2&3__ .
 SINCE THE ROOFING REPORT DOESN?T HAVE THE SUBSYSTEM
 HIGHLIGHTED THE NEXT 2 ITEMS ARE HIGHLIGHTED._X__ THE
 SYSTEM PROVIDED STATESLIMITATION# 7, SHOULD THE
 FASTENERRESISTANCE BE LESS THAN THAT REQUIRED, AS
 DETERMINED BY THEBUILDING OFFICIAL, A REVISED
 FASTENERSPACING, PREPARED , SIGNED AND SEALED BY A
 FLORIDA REGISTEREDPROFESSIONAL ENGINEER,
 REGISTEREDARCHITECT OR REGISTERED ROOF CONSULTANT
 MAY BE SUBMITTED.
 _X__THE SYSTEM PROVIDED INDICATESLIMITATION#
 9, NO ENHANCEDFASTENING ALLOWED.
  
 63) SLOPED ROOF (7/ A8.06) INDICATES THE USE OF EITHER
 CLAY TILE OR CONCRETE TILE. SUBMIT REPORT AND HIGHLIGHT
 WHICH TYPE OF SYSTEM WILL BE USED TO RESIST THE MOMENT
 OF UPLIFT?
  
 64)PLEASE SUBMIT INFORMATION ON HOW THE RIDGE TILE
 ARE GOING TO BE SECURED TO THE ROOFING SYSTEM. 1507.3.7
 ATTACHMENT.
 CLAY AND CONCRETE ROOF TILES SHALL BE FASTENED IN
 ACCORDANCE WITH SECTION 1609 OR IN ACCORDANCE WITH
 FRSA/RTI INSTALLATION MANUAL.
 1507.3.8 APPLICATION.
 TILE SHALL BE APPLIED ACCORDING TO THE MANUFACTURER?S
 INSTALLATION INSTRUCTIONS OR RECOMMENDATIONS OF THE
 FRSA/RTI 07320- 04.
  
 65) A3.30 INDICATES THE USE OF METAL PANEL ROOFING
 PLEASE PROVIDE ROOFING REPORT.
  
 66)SHIMS FOR WINDOWS AND DOORS, SHEET A2.93 DETAIL#
 9.
 1714.5.4.3 WOOD OR OTHER APPROVED FRAMING MATERIALS.
 WHERE THE FRAMING MATERIAL IS WOOD OR OTHER APPROVED
 FRAMING MATERIAL, WINDOW AND GLASS DOOR ASSEMBLIES
 SHALL BE ANCHORED THROUGH THE MAIN FRAME OR BY JAMB
 CLIP OR SUBFRAME SYSTEM OR THROUGH THE FLANGE IN
 ACCORDANCE WITH THE MANUFACTURER?S PUBLISHED
 INSTALLATION INSTRUCTIONS. SHIMS SHALL BE MADE FROM
 MATERIALS CAPABLE OF SUSTAINING APPLICABLE LOADS,
 LOCATED AND APPLIED IN A THICKNESS CAPABLE OF
 SUSTAINING APPLICABLE LOADS. ANCHORS SHALL BE PROVIDED
 TO TRANSFER LOAD FROM THE WINDOW OR DOOR FRAME TO THE
 ROUGH OPENING SUBSTRATE.
  
 67)SHEETS S-12 AND S-13 ARE MISSING THE PRESSURES ON
 THE LOUVERS ON THE SOUTH AND WEST WALLS.
  
 68) THE STRUCTURAL PLANS DO NOT INDICATE PRESSURES ON
 THE POOL PAVILION NOR THE SOUTHWEST
 INSET CORNER OF THE POOL DECK AND VERTICAL ELEMENT.
  
 69) PLANS ALSO FAIL TO PROVIDE WIND PRESSURE ZONES FOR
 THE ROOF ELEMENTS IN ZONES 1,2 & 3.
  
 70) EXTERIOR DOOR ASSEMBLIES NOT COVERED BY SECTION
 1715.4.2 OR SECTION 1714.5.3.1 SHALL BE TESTED FOR
 STRUCTURAL INTEGRITY IN ACCORDANCE WITH ASTM E 330
 PROCEDURE A, AT A LOAD OF 1.5 TIMES THE REQUIRED DESIGN
 PRESSURE LOAD. THE LOAD SHALL BE SUSTAINED FOR 10
 SECONDS WITH NO PERMANENT DEFORMATION OF ANY MAIN FRAME
 OR PANEL MEMBER IN EXCESS OF 0.4 PERCENT OF ITS SPAN
 AFTER THE LOAD IS REMOVED. HIGH-VELOCITY HURRICANE
 ZONES SHALL COMPLY WITH TAS 202. AFTER EACH SPECIFIED
 LOADING, THERE SHALL BE NO GLASS BREAKAGE, PERMANENT
 DAMAGE TO FASTENERS, HARDWARE PARTS, OR ANY OTHER
 DAMAGE WHICH CAUSES THE DOOR TO BE INOPERABLE.
 THE MINIMUM TEST SIZES AND MINIMUM DESIGN PRESSURES
 SHALL BE AS INDICATED IN TABLE 1714.5.3 .
  
 71) A3.08 & A3.30 DETAIL# 1 BOTH INDICATE THE
 INSTALLATION OF FABRIC AWNINGS ON STEEL TUBING, AWNINGS
 ARE TO BE COVERED UNDER A SEPARATE PERMIT IF THE
 FOLLOWING INFORMATION IS NOT INCLUDED IN THIS PACKAGE:
  
  
 3105.4.1
 DESIGN OF THE FRAMING MEMBERS SHALL NOT BE BASED ON
 REMOVAL OR REPOSITIONING OF PARTS, OR THE WHOLE, DURING
 PERIODS OF 75 MPH WIND VELOCITY.
  
 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 .
  
 3105.4.2
 THE FABRIC PORTIONS OF AWNINGS FABRIC COVERED FRAMES
 SHALL BE SECURELY LACED, TIED OR OTHERWISE FASTENED TO
 THE FRAME; NO RAFTER OR FRONT BAR WILL BE PERMITTED IN
 POCKETS; AND IN NO CASE SHALL A ROLLING CURTAIN BE
 CAUSED TO OPERATE OVER A CANOPY FRAME.
  
 72) A3.30 DETAILS 3 & 4 BOTH INDICATE A RIGID OR SOLID
 ROOF SYSTEM, PLANS DO NOT INDICATE WHAT TYPE OF
 MATERIALS WILL BE USED. PLEASE PROVIDE DETAIL WITH TYPE
 OF FRAMING MEMBERS
 TYPE OF FACIA FINISH, CEILING AND TYPE OF ATTACHMENTS?
 106.1.2 ADD INFO REQUIRED.
  
 73) A4.01 DETAIL# 4 INDICATES THE USE OF PLYWOOD AS
 ROOF SHEATHING AS PART OF THE CABANA ROOFSYSTEM?
 TABLE 601.
  
 74) A40.01 CUT SECTION OF THE CABANA, PLEASE PROVIDE A
 DETAIL INDICATING THE HEIGHT OF THE SINK AT THE BAR
 AREA?
  
 75) A7.01 & A7.02 STAIR 1 & 2FIRST FLOOR BENEATH THE
 STAIRS TO COMPLY WITH FAIR HOUSING ANSI 307.4 REDUCED
 VERTICAL CLEARANCE WHEN HEADROOM IS LESS THAN 80?.
  
 76) A7.09 DETAIL# 5 REFUSE CHUTE ROOFING DETAIL
 INDICATES THE USE OF PLYWOOD SHEATHING, SEE TABLE 601.
  
 77)A8.03 DETAIL 6 PLEASE CORRECT THE CODE REFERENCE
 TO THE CODE SECTION FOR FIRE TREATED WOOD AND THE CODE
 REFERENCE.
  
 78) A8.03 DETAILS 3,4,5,8&9 ALL REQUIRE FIRE RETARDANT
 TREATED PLYWOOD: 803.4.2 SET-OUT CONSTRUCTION. WHERE
 WALLS AND CEILINGS ARE REQUIRED TO BE OF
 FIRE-RESISTANCE-RATED OR NONCOMBUSTIBLE CONSTRUCTION
 AND WALLS ARE SET OUT OR CEILINGS ARE DROPPED DISTANCES
 GREATER THAN SPECIFIED IN SECTION 803.4.1 , CLASS A
 FINISH MATERIALS SHALL BE USED EXCEPT WHERE INTERIOR
 FINISH MATERIALS ARE PROTECTED ON BOTH SIDES BY AN
 AUTOMATIC SPRINKLER SYSTEM OR ATTACHED TO
 NONCOMBUSTIBLE BACKING OR FURRING STRIPS INSTALLED AS
 SPECIFIED IN SECTION 803.4.1 . THE HANGERS AND ASSEMBLY
 MEMBERS OF SUCH DROPPED CEILINGS THAT ARE BELOW THE
 MAIN CEILING LINE SHALL BE OF NONCOMBUSTIBLE MATERIALS,
 EXCEPT THAT IN TYPE III AND V CONSTRUCTION,
 FIRE-RETARDANT-TREATED WOOD SHALL BE PERMITTED. THE
 CONSTRUCTION OF EACH SET-OUT WALL SHALL BE OF
 FIRE-RESISTANCE-RATED CONSTRUCTION AS REQUIRED
 ELSEWHERE IN THIS CODE.
  
 79)A8.05 EXTERIOR SOFFITS, VARIOUS DETAILS INDICATE
 THE SOFFIT OR DROPPED CEILING, THERE IS NO INFORMATION
 ON THE TYPE OF STUDS, SPACING, ATTACHMENT TO DECK ABOVE
 OR TYPE OF LATH AND SPACING OF HORIZONTAL FRAMING
 MEMBERS IS THE WIRE LATH TIED UP OR SCREWED IN PLACE?
 106.1.2 ADDITIONAL INFORMATION REQUIRED.
  
 80) A8.06 DETAIL# 11 INDICATES THE USE OF 5V METAL
 CRIMP SIDING DIRECTLY APPLIED TO THE METAL FRAMING,
 WHAT TYPE OF BRACING IS TO BE USED? PLEASE PROVIDE THE
 PRODUCT APPROVAL
 INDICATING THIS IS STRUCTURAL SHEATHING NO SHEATHING
 REQUIRED.
  
 81) A8.06 DETAIL# 10 DETAIL INDICATES THE USE OF
 PLYWOOD NOT FIRE RATED!
  
 82A)A9.01 VARIOUS DETAILS INDICATE A DESIGN SOUND
 TEST NUMBER, PLEASE INDICATE THE SOUND TRANSMISSION
 CLASS NUMERICALLY, 1207.2 AIR-BORNE SOUND. WALLS,
 PARTITIONS AND FLOOR/CEILING ASSEMBLIES SEPARATING
 DWELLING UNITS FROM EACH OTHER OR FROM PUBLIC OR
 SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION CLASS
 (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED) FOR
 AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM E
 90. PENETRATIONS OR OPENINGS IN CONSTRUCTION ASSEMBLIES
 FOR PIPING; ELECTRICAL DEVICES; RECESSED CABINETS;
 BATHTUBS; SOFFITS; OR HEATING, VENTILATING OR EXHAUST
 DUCTS SHALL BE SEALED, LINED, INSULATED OR OTHERWISE
 TREATED TO MAINTAIN THE REQUIRED RATINGS. THIS
 REQUIREMENT SHALL NOT APPLY TO DWELLING UNIT ENTRANCE
 DOORS; HOWEVER, SUCH DOORS SHALL BE TIGHT FITTING TO
 THE FRAME AND SILL.
  
 82B) PLEASE PROVIDE COMPLIANCE WITH SOUND TRANSFERENCE
 THROUGH THE FLOOR SYSTEM?
 1207.3 STRUCTURE-BORNE SOUND.
 FLOOR/CEILING ASSEMBLIES BETWEEN DWELLING UNITS OR
 BETWEEN A DWELLING UNIT AND A PUBLIC OR SERVICE AREA
 WITHIN THE STRUCTURE SHALL HAVE AN IMPACT INSULATION
 CLASS (IIC) RATING OF NOT LESS THAN 50 (45 IF FIELD
 TESTED) WHEN TESTED IN ACCORDANCE WITH ASTM E 492.
  
 83)A9.01 NOTE # 2 USE OF CEMENTITITOUS BACKER BOARD,
 PLEASE PROVIDE THE MANUFACTURERS SPEC THAT A VAPOR
 BARRIER WOULD NOT BE REQUIRED?
  
 84) DISCREPANCY BETWEEN A9.01 NOTE# 2 USE OF
 CEMENTITITOUS BACKER BOARD AND A2.71 NOTE# 2 FIBERGLASS
 BACKER BOARD? PLEASE CORRECT.
  
 85)SHEET A4.01 CABANA RESTROOMS FINISH SCHEDULE IS
 ELUSIVE NOTE 5 INDICATES SCHEDULE TO BE ON A2.71 WHICH
 IS FOR UNITS ONLY, A2.70 IS THE FINISH SCHEDULE FOR THE
 COMMON AREAS BUT THE FINISH SCHEDULE IS NOT FOUND THERE
 EITHER. NOTE 8 INDICATES REFERS TO THE INTERIOR DESIGN
 PACKAGE, WHERE?
 85A) WALL TYPES & THICKNESS
 85B) CEILING TYPES & THICKNESS
 85C) ARETHE CEILINGS DROPPED IN ANY AREAS
 NOTE:2509.1 WET AREAS.
 SHOWERS AND PUBLIC TOILET WALLS SHALL CONFORM TO
 SECTIONS 1210.2 AND 1210.3 .
 2509.3 LIMITATIONS.
 WATER-RESISTANT GYPSUM BACKING BOARD SHALL NOT BE USED
 IN THE FOLLOWING LOCATIONS:
 1.OVER A VAPOR RETARDER IN SHOWER OR BATHTUB
 COMPARTMENTS.
 2.WHERE THERE WILL BE DIRECT EXPOSURE TO WATER OR
 IN AREAS SUBJECT TO CONTINUOUS HIGH HUMIDITY.
 3.ON CEILINGS WHERE FRAME SPACING EXCEEDS 12
 INCHES (305 MM) O.C. FOR ?-INCH-THICK (12.7 MM)
 WATER-RESISTANT GYPSUM BACKING BOARD AND MORE THAN 16
 INCHES (406 MM) O.C. FOR 5 / 8 -INCH-THICK (15.9 MM)
 WATER-RESISTANT GYPSUM BACKING BOARD.
  
 86) S-1 INDICATES THAT FOUNDATION WORK IN AREAS WILL
 COME UP TO THE PROPERTY LINE, SHOW COMPLIANCE WITH
 3307.1 PROTECTION OF ADJACENT PROPERTY.
  
 87) ADJACENT TO EXCAVATIONS.
 EVERY EXCAVATION ON A SITE LOCATED 5 FEET (1524 MM) OR
 LESS FROM THE STREET LOT LINE SHALL BE ENCLOSED WITH A
 BARRIER NOT LESS THAN 6 FEET (1829 MM) HIGH. WHERE
 LOCATED MORE THAN 5 FEET (1524 MM) FROM THE STREET LOT
 LINE, A BARRIER SHALL BE ERECTED WHEN REQUIRED BY THE
 BUILDING OFFICIAL. BARRIERS SHALL BE OF ADEQUATE
 STRENGTH TO RESIST WIND PRESSURE AS SPECIFIED IN
 CHAPTER 16 .
  
  
 88) WHILE UNDER CONSTRUCTION A STANDPIPE SHALL MEET THE
 REQUIREMENTS OF: 3311.1 WHERE REQUIRED.BUILDINGS FOUR
 STORIES OR MORE IN HEIGHT SHALL BE PROVIDED WITH NOT
 LESS THAN ONE STANDPIPE FOR USE DURING CONSTRUCTION.
 SUCH STANDPIPES SHALL BE INSTALLED WHERE THE PROGRESS
 OF CONSTRUCTION IS NOT MORE THAN 40 FEET (12 192 MM) IN
 HEIGHT ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT
 ACCESS. SUCH STANDPIPE SHALL BE PROVIDED WITH FIRE
 DEPARTMENT HOSE CONNECTIONS AT ACCESSIBLE LOCATIONS
 ADJACENT TO USABLE STAIRS. SUCH STANDPIPES SHALL BE
 EXTENDED AS CONSTRUCTION PROGRESSES TO WITHIN ONE FLOOR
 OF THE HIGHEST POINT OF CONSTRUCTION HAVING SECURED
 DECKING OR FLOORING.
  
 89) S-8 INDICATES A TABLE OF CONCRETE COVERAGE HOW DOES
 THIS TABLE COMPLY WITH TABLE
 601 THE HOUR RATINGS FOR STRUCTURAL FRAMES COLUMNS,
 GIRDERS OR BEAMS, FLOOR AND ROOF SLABS?
  
 90) 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.
  
 102.1* WHERE, IN ANY SPECIFIC CASE, DIFFERENT SECTIONS
 OF THIS CODE SPECIFY DIFFERENT MATERIALS, METHODS OF
 CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST
 RESTRICTIVE SHALL GOVERN. WHERE THERE IS A CONFLICT
 BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC
 REQUIREMENT, THE SPECIFIC
 REQUIREMENT SHALL BE APPLICABLE.
  
 BUILDING PLAN REVIEW
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]


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