Plan Review Notes
Plan Review Notes For Permit 06110152
Permit Number 06110152
Review Stop B
Sequence Number 1
Notes
Date Text
2006-12-04 16:24:25 
  
  
 BUILDING PLAN REVIEW
 PERMIT: 06110152
 ADD: 807 N. FLAGLER DR.
 CONT: ANDERSON-MOORE
 TEL: (561)662-1819
  
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS TO THE ADMINISTRATIVE
 CODE
  
 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 NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. THANK
 YOU FOR YOUR ANTICIPATED COOPERATION.
  
 2) FL S S 713.13
 NOTICE OF COMMENCEMENT, TO BE FILED
 WITH THE CLERK OF THE COURT BEFORE A
 PERMIT WILL BE ISSUED. 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.
  
 3) NOTE:109.3.10* IMPACT OF CONSTRUCTION.
 ALL CONSTRUCTION ACTIVITY REGULATED BY
 THIS CODE SHALL BE PERMORMED 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 PARCELL 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.
  
 4) NOTE: 109.3.10.1 HURICANE 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.
  
 5)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 MIN-
 IMUM 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.
  
 6) FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
 WHERE THE BEARING CAPACITY OF THE SOIL
 IS NOT DEFINITLY KNOWN OR IS IN QUESTION
 THE BUILDING OFFICIAL MAY REQUIRE EXPLOR
 ATIONS, TEST OR OTHER ADEQUATE PROOF AS
 TO THE PERMISSIBLE SAFE BEARING
 CAPACITY. REQUIRED TEST AND RECOMMENDA-
 TIONS SUBMITTED TO VERIFY BEARING CAPA-
 CITY SHALL BE CERTIFIED BY A GEOTECH-
 NICALREPORT FROM A DESIGN PROFESSIONAL
 PROPERLY LICENSED IN THE STATE OF
 FLORIDA.
  
 7) PROVIDE FLOOD ZONE ELEVATION
 CERTIFICATE FOR NEW CONSTRUTION WITH
 BASE FLOOD ELEVATION, CITY CODE REQUIRES
 AN ADDITIONAL 6".
  
 8)SHEET LS2.1.0 THE EXISTING AUDITORIUM (SOUTHWEST
 CORNER) 4 SETS OF DOUBLE DOORS
 2 SETS SAY NO EXITS THERE IS NO EXIT SIGNS LOCATED AT
 THE OTHER
 REMAINING DOORWAY.IF IN FACT THE 2 REMAINING
 DOORWAYS ARE THE REQUIRED EXITS
 THE ISSUE IS THE SOUTH PAIR OF DOORS, AS AN ACCESSIBLE
 MEANS OFEGRESS.THERE
 APPEARS TO BE A NEW RETAINING WALL AND STAAIRWAY.
 PLEASE PROVIDE THE DIMENSION
 FROM THE CORNER OF THE BUILDING TO THE END OF THE
 HORIZONTAL PROJECTION OF THE STAIR
 HANDRAIL?
 1020.2 WIDTH. THE WIDTH OF EXIT PASSAGEWAYS SHALL BE
 DETERMINED AS SPECIFIED IN
 SECTION 1005.1 BUT SUCH WIDTH SHALL NOT BE LESS THAN 44
 INCHES (1118 MM), EXCEPT
 THAT EXIT PASSAGEWAYS SERVING AN OCCUPANT LOAD OF LESS
 THAN 50 SHALL NOT BE LESS
 THAN 36 INCHES (914 MM) IN WIDTH.
  
 9A) SHEET LS2.1.0 STAIR# 4 VERSES THE CORRIDOR DIRECTLY
 TO THE NORTH. THE CORRIDOR
 INDICATES THERE WILL BE AN OCCUPANT LOAD OF 203, BUT
 SCALES OUT TO BE APPROXIMATELY 4.5' NOT THE MINIMUM
 REQUIRED 72".
 1016.2 EXCEPTION# 4.SEVENTY-TWO INCHES (1829 MM) IN
 GROUP E WITH A
 CORRIDOR HAVING A REQUIRED CAPACITY OF 100 OR MORE.
 NOTE THE ENLARGED EXISTING AUDITORIUM FLOOR EGRESS PLAN
 DOES NOT HAVE A SCALE TO REFRENCE TOO.
  
 9B) SHEET LS2.10 FIRST FLOOR LOBBY INDICATES AN
 OCCUPANT LOAD, BUT THE ENTRY NOR THE ELEVATOR LOBBY DO
 NOT SHOW AN OCCUPANT LOAD, THE SAME HOLDS TRUE FOR THE
 2ND FLOOR ELEVATOR LOBBY,
 CAN BE CONSIDERED A PREFUNCTION AREA. TAKE OUT THE
 REQUIRED EGRESS PATH AND ASIGN AN
 OCCUPANT LOAD TO THE REMAINING AREA.TABLE 1004.1.2.
 THIS MAY REQUIRE ADDITIONAL EXITS TABLE 1018.1 AND THE
 AMOUNT OF ACCESSIBLE ENTRANCES.
  
 10)LS2.1.0 & A4.1.4 FIRST FLOOR ENTRY RAMP, THE
 INTERMEDIATE LANDING
 DOES NOT MEET THE REQUIRED MINIMUM LANDING SIZE.
 11-4.8.4(3) IF RAMPS
 CHANGE DIRECTION AT LANDINGS, THE MINIMUM LANDING SIZE
 SHALL BE 60" X 60".
  
 11)A4.1.4 FIRST FLOOR ENTRY RAMP THERE IS A COLUMN AT
 THE TOP
 OF THE LANDING WITH A CLEAR MEASUREMENT OF 3'-0".
 11-4.8.3. CLEAR WIDTH. THE MINIMUM
 CLEAR WIDTH OF A RAMP SHALL BE 36".
 EXCEPTION: RAMPS THAT ARE PART OF A
 REQUIRED MEANS OF EGRESS SHALL NOT BE
 LESS THAN 44 INCHES WIDE.
  
 12) A4.1.4 RAMP WITH HANDRAILS SHOWS A DIMENSION OF
 3'-7 1/4" OVER ALL WHERE AS
 11-4.8.3 REQUIRES A 44" CLEAR WIDTH, SEE FIGURE 17 44"
 IS TAKEN BETWEEN THE HANDRAILS.
  
 13) LS2.1.0 THIS PLAN INDICATES THE FIRST FLOOR LEVEL,
 PLANS DO NOT INDICATE
 WHAT GRADE LEVELS THIS SCHOOL WILL BE USED FOR
 ELEMENTARYM OR MIDDLE
 SCHOOLS ETC? IT COULD BE ASSUMED THAT THERE WILL BE A
 CHILD DROP OFF ZONE,
 NOT DEPICTED ON THIS PLAN, IF CHILDREN ARE TO BE
 DROPPED OFF THE DROP OFF
 ZONE SHALL COMPLY WITH : 11-4.6.6 PASSENGER LOADING
 ZONES.
 PASSENGER LOADING ZONES SHALL PROVIDE AN ACCESS AISLE
 AT LEAST 60 INCHES (1525 MM) WIDE
 AND 20 FEET (6096 MM) LONG ADJACENT AND PARALLEL TO THE
 VEHICLE PULL-UP SPACE
 (SEE FIGURE 11-10 ). IF THERE ARE CURBS BETWEEN THE
 ACCESS AISLE AND THE VEHICLE PULL-UP
 SPACE, THEN A CURB RAMP COMPLYING WITH SECTION 11-4.7
 SHALL BE PROVIDED. VEHICLE STANDING
 SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE
 SLOPES NOT
 EXCEEDING 1:50 (2 PERCENT) IN ALL DIRECTIONS.
  
 14) SHEET LS2.1.0 INDICATES THE USE OF DISSABLED
 PARKING IN THE GARAGE, NO INFORMATION ON "VAN
 ACCESSIBLE "
 PARKING.
 11-4.6.4 SIGNAGE.
 EACH ACCESSIBLE PARKING SPACE MUST BE PROMINENTLY
 OUTLINED WITH BLUE PAINT, AND
 MUST BE REPAINTED AS NECESSARY, TO BE CLEARLY
 DISTINGUISHABLE AS A PARKING SPACE
 DESIGNATED FOR PERSONS WHO HAVE DISABILITIES AND MUST
 BE POSTED WITH A PERMANENT
 ABOVE-GRADE SIGN BEARING THE INTERNATIONAL SYMBOL OF
 ACCESSIBILITY, MEETING THE
 REQUIREMENTS OF COLOR AND DESIGN APPROVED BY THE
 DEPARTMENT OF TRANSPORTATION, OF
 SECTION 11-4.30.7 AND THE CAPTION ?PARKING BY DISABLED
 PERMIT ONLY.? SUCH
 SIGN ERECTED AFTER OCTOBER 1, 1996, MUST INDICATE THE
 PENALTY FOR ILLEGAL USE OF THE SPACE.
 VAN ACCESSIBLE PARKING SPACES LOCATED WITHIN A PARKING
 STRUCTURE SHALL HAVE AN
 ADDITIONAL SIGN READING ?VAN ACCESSIBLE? MOUNTED BELOW
 THE SYMBOL OF ACCESSIBILITY.
 SUCH SIGNS SHALL BE LOCATED SO THEY CANNOT BE OBSCURED
 BY A VEHICLE PARKED IN THE SPACE.
  
 15) SIGNAGE REQUIEMENTS: 11-4.1.2(7) (7)BUILDING
 SIGNAGE. SIGNS WHICH DESIGNATE
 PERMANENT ROOMS AND SPACES SHALL COMPLY WITH SECTIONS
 11-4.30.1 , 11-4.30.4 ,
 11-4.30.5 AND 11-4.30.6 . OTHER SIGNS WHICH PROVIDE
 DIRECTION TO, OR INFORMATION ABOUT,
 FUNCTIONAL SPACES OF THE BUILDING SHALL COMPLY WITH
 SECTIONS 11-4.30.1 , 11-4.30.2 ,
 11-4.30.3 , AND 11-4.30.5 . ELEMENTS AND SPACES OF
 ACCESSIBLE FACILITIES WHICH SHALL
 BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF
 ACCESSIBILITY AND WHICH SHALL COMPLY WITH
 SECTION 11-4.30.7 ARE:
 (A)PARKING SPACES DESIGNATED AS RESERVED FOR
 INDIVIDUALS WITH DISABILITIES;
 (B)ACCESSIBLE PASSENGER LOADING ZONES;
 (C) ACCESSIBLE ENTRANCES WHEN NOT ALL ARE ACCESSIBLE
 (INACCESSIBLE ENTRANCES
  
 16)PLEASE IDENTIFY ON EITHER LIFE SAFETY OR
 ACHITECTURAL PLAN A CUT SECTION
 THROUGH THE STAIRWELLS TO TIE TO THE SECTIONS ON
 A5.2.1/ A5.2.2.
  
 17) SHEET A5.2.1 STAIR WELL DETAIL# 2 IS MISSING THE
 1'-0" HORIZONTAL EXTENSION ,
 EVEN THOUGH THERE ISA NOTE INDICATING SUCH!
 11-4.9.4(2)
  
 18)SHEET A5.2.1/ A5.2.2 BOTH INDICATE STEEL STAIRS
 ,PLEASE NOTE
 OPEN RISERS ARE NOT PERMITTED. 11-4.9.2.
  
 19) A2.1.1 PLEASE PROVIDE SIGNAGE IN STAIR TOWER# 1 AS
 TO WHICH DOOR
 LEADS YOU TO THE EXTERIOR OF THE BUILDING AND NOT BACK
 INTO THE PARKING GARAGE.
 PLEASE PROVIDE THE SAME SIGNAGE FOR STAIR TOWER# 2.
  
 20)SHEET A2.2.1 THE CLASSROOM# 3 INDICATES THE USE OF
 VERTICAL RISERS, SHOW COMPLIANCE WITH VERTICAL
 ACCESSIBILITY TO ALL LEVELS OF THE RISERS?11-4.1.2
 VERTICAL ACCESSIBILITY,
 NOTHING IN THIS CODE SHALL BE CONSTRUED
 TO RELIEVE THE OWNER OF ANY BUILDING,
 SSTRUCTURE OR FACILITY FROM THE DUTY TO
 PROVIDE VERTICAL ACCESSIBILITY TO ALL
 LEVELS ABOVE OR BELOW THE OCCUPIAABLE
 GRADE LEVEL.
  
 21) SHEET A2.2.1 CLOSET 224E IS MISSING THE 18" ON THE
 PULL SIDE OF DOOR.
 11-4.13.6 MANEUVERING CLEARENCES
 AT DOORS. MINIMUM MANEUVERING CLEARANCES
 AT DOORS THAT ARE NOT AUTOMATIC OR
 POWER-ASSISTED SHALL BE AS SHOWN IN
 FIG. 25. THE FLOOR OR GROUND AREA WITH
 IN THE REQUIRED CLEARANCES SHALL BE
 CLEAR & LEVEL.
  
 22) SHEET A2.2.1CLASSROOM# 3 (DRAMA) DOOR A/232A ALSO
 IS
 MISSING THE 18" ON THE PULL SIDE OF DOOR.11-4.13.6
 MANEUVERING CLEARENCES
 AT DOORS. MINIMUM MANEUVERING CLEARANCES
 AT DOORS THAT ARE NOT AUTOMATIC OR
 POWER-ASSISTED SHALL BE AS SHOWN IN
 FIG. 25. THE FLOOR OR GROUND AREA WITH
 IN THE REQUIRED CLEARANCES SHALL BE
 CLEAR & LEVEL.
  
 23) SHEET A2.2.1 GYMNASIUM DOES INDICATE DISSABLED
 SEATING ON THE MAIN FLOOR BUT NO
 SEATING ABOVE THE MAIN FLOOR, MISSING VERTICAL
 ACCESSIBILITY.
 11-4.1.2 VERTICAL ACCESSIBILITY,
 NOTHING IN THIS CODE SHALL BE CONSTRUED
 TO RELIEVE THE OWNER OF ANY BUILDING,
 SSTRUCTURE OR FACILITY FROM THE DUTY TO
 PROVIDE VERTICAL ACCESSIBILITY TO ALL
 LEVELS ABOVE OR BELOW THE OCCUPIAABLE
 GRADE LEVEL. 11-4.33.3 GIVES AN EXCEPTION IF THE FLOOR
 HAS A
 SLOPED FLOOR GREATER THAN 5%. THE GYMNASIUM FLOOR HAS
 NO SLOPE.
 THE OWNER MAY WANT TO APPLY TO THE STATE FOR A
 VARIANCE
  
 TO THE VERTICAL ACCESSIBLITY
 REQUIREMENTS.
  
 24)SHEET A3.2.1 DETAIL# 3,A 5.1.3DETAIL# 2 & S-8
 DETAIL# 3 ALL INDICATE
 THAT THERE IS 2 LAYERS OF SHEATHING ON TOP OF METAL
 DECK CONTNECTED TO METAL TRUSSES.
 IN ALL CASES THERE IS NO MENTION AS TO WHAT TYPE OF
 MATERIAL WILL MAKE UP THE 2
 LAYERS OF ROOF SHEATHING? 106.2.1*. ADDITIONAL
 INFORMATION REQUIRED.
  
 25)SHEET A5.1.1:
 25A) PLANS INDICATE ON THE EXTERIOR OF THE BUILDING
 MOULDINGS AT VARIOUS AREAS, PLEASE PROVIDE ADDITIONAL
 INFORMATION AS TO THE TYPE OF MOULDING AND ATTACHMENT.
 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.
  
 25B)BAR JOIST ALSO INDICATE SPRAY ON FIREPROOFING,
 PLEASE PROVIDE ADDITIONAL INFORMATION AS TO THE PRODUCT
 INFORMATION, 106.2.1*
  
 25C)PLANS ALSO INDICATE THE USE OF 12" BLOCK WITH
 FOAM IN PLACE INFORMATION, PLEASE PROVIDE PRODUCT
 INFORMATION, 106.2.1*.
  
 26)A5.2.1 PLEASE PROVIDE A CROSS SECTION OF THE
 SPANDREL GLASS AND SLAB DETAIL
 PROVIDING INFORMATION AS TO FIRE RATING AND MATERIALS
 USED TO DO SO. PLEASE ALSO
 PROVIDE THE UL LISTING FOR THIS HORIZONTAL FLOOR
 ASSEMBLY. 711.3 FIRE RESISTANCE RATING.
  
 27)SHEET A5.2.3STAIR DETAIL# 1. PLANS INDICATE THE
 CENTER HANDRAILS BUT NOT THE OUTER GUARDRAILS.1012.1.
  
 28)A7.2.1 DOOR SCHEDULE INDICATES DOOR RATINGS AS "B"
 RATINGS, PLEASE
 SEE TABLE 715.3 DOOR RATINGS ARE INDICATIED IN HRS. B
 LABEL DOORS COULD HAVE A 1 HR RATING
  
 29)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.
  
 30)PRODUCT APPROVALS SUBMITTED WITH
 PERMIT APPLICATION AFTER OCTOBER 1, 2003
 ARE REQUIRED TO COMPLY WITH THE FLORIDA
 PRODUCT APPROVAL SYSTEM. FOR INFORMATION
 PLEASE SEE THE STATE WEBSITE AT
 WWW.FLORIDABUILDING.ORG.
 PRODUCTS WITH STATEWIDE APPROVAL ARE REQUIRED TO BE
 SUBMITTED WITH A COVER SHEET THAT LISTS
 THE PRODUCT IDENTITY NUMBER FROM THE
 STATE. IF THE PRODUCT DOES NOT HAVE
 STATEWIDE APPROVAL, SUBMIT AN APPLICA-
 TION FOR LOCAL PRODUCT APPROVAL OR SITE
 SPECIFIC FORM PER RULE 9B-72. SEE
 ATTACHMENT. WWW.FLORIDABUILDING.ORG
  
 31)FL BLD CODE 1609.1.4: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
 A) EXTERIOR GLAZED SWING DOORS, SINGLE AND PAIRSB)
 EXTERIOR HOLLOW METAL FRAME DOORS, SINGLE AND PAIRSC)
 ROOF HATCHES
 D) FIXED WINDOWS
 E) OPERTABLE WINDOWS
 F) SPANDREL GLASS
 G) MULLIONS VERTICAL AND HORIZONTAL
 H) WALL LOUVERS
 I) ROOFING ASSEMBLIES, ROOFING INSULATION, FLAT ROOFS
 MODIFIED,
 J) STRUCTURAL ANCHORS TRUSS ANCHORS
 ROOF TILE AND ASSEMBLIES.
 THIS INFORMATION WILL BE NEEDED FOR A REVIEW OF ROOFING
 PRODUCTS:
 THIS ROOF IS MISSING OR NOT IN
 COMPLIANCE WITH THE FOLLOW ITEMS:
  
 ___ CONTRACTOR DID NOT PROVIDE THE MEAN
  
 ROOF HEIGHT.
  
 ___ CONTRACTOR DID NOT INDICATE THE ROOF
 PITCH.
  
 ___ CONTRACTOR FAILED TO INDICATE WHICH
 SYSTEM TO BE USED.
  
 ___ THE SYSTEM PROVIDED HAS A LOW
 PRESSURE FOR ZONE ___ .
  
 ___ THE SYSTEM PROVIDED STATES
 LIMITATION# 7, SHOULD THE FASTENER
 RESISTANCE BE LESS THAN THAT
 REQUIRED, AS DETERMINED BY THE
 BUILDING OFFICIAL, A REVISED
 FASTENER SPACING, PREPARED , SIGNED
 AND SEALED BY A FLORIDA REGISTERED
 PROFESSIONAL ENGINEER, REGISTERED
 ARCHITECT OR REGISTERED ROOF
 CONSULTANT MAY BE SUBMITTED.
  
 ___THE SYSTEM PROVIDED INDICATES
 LIMITATION# 9, NO ENHANCED
 FASTENING ALLOWED.
  
 32) )W P B ADMINISTRTIVE CODE 106.3.3*
 PRODUCT APPROVALS. THOSE PRODUCTS 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.
  
 33) S-3.1 DISCREPANCY, TRUSS ANCHOR SCHEDULE THE VALUE
  
 FOR THE ANCHORS IS REVERSED, PLEASE SEE ATTACHED SHEET
 FROM SIMPSON STRONGTIE.
  
 34)SHEET LS2.2.0 & LS2.3.0 PLEASE PROVIDE
 DOCUMENTATION OR COMPLIANCE WITH:
 1025.4.1 EVERY ROOM OR SPACE GREATER THAN 250 SQUARE
 FEET (23.2 M 2 ) IN EDUCATIONAL
 OCCUPANCIES USED FOR CLASSROOM OR OTHER EDUCATIONAL
 PURPOSES OR NORMALLY SUBJECT TO
 STUDENT OCCUPANCY AND EVERY ROOM OR SPACE NORMALLY
 SUBJECT TO CLIENT OCCUPANCY,
 OTHER THAN BATHROOMS, IN GROUP D OCCUPANCIES SHALL HAVE
 NOT LESS THAN ONE OUTSIDE
 WINDOW FOR EMERGENCY RESCUE THAT COMPLIES WITH THE
 FOLLOWING:
 1.SUCH WINDOWS SHALL BE OPENABLE FROM THE INSIDE
 WITHOUT THE USE OF TOOLS AND SHALL
 PROVIDE A CLEAR OPENING OF NOT LESS THAN 20 INCHES (508
 MM) IN WIDTH, 24 INCHES
 (610 MM) IN HEIGHT, AND 5.7 SQUARE FEET (0.53 M 2 ) IN
 AREA.
 2.THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN
 44 INCHES (1118 MM) ABOVE
 THE FLOOR, AND ANY LATCHING DEVICE SHALL BE CAPABLE OF
 BEING OPERATED FROM NOT MORE
 THAN 54 INCHES (1372 MM) ABOVE THE FINISHED FLOOR.
  
 35)A9.1.1 500 SERIES CONCRETE MASONARY UNITS VARIOUS
 SHEETS
 INDICATE THE BLOCK TO BE PART OF A RATED ASSEMBLY, 1
 HR
  
 BUT THERE IS NO INFORMATION HOW THE 1 HR RATING WILL BE
 MAINTAINED
 WHEN ADJOINING TO PAN DECK? SECTION 713.1 FIRE
 RESISTANT JOINT SYSTEMS
  
 36) 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.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]


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