Plan Review Notes
Plan Review Notes For Permit 06090243
Permit Number 06090243
Review Stop B
Sequence Number 1
Notes
Date Text
2006-10-05 00:00:00BUILDING PLAN REVIEW
 PERMIT: 06090243
 ADD: 5312 BROADWAY
 CONT: 3-D HOMES, INC
 TEL: (561)662-9327
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
 EX FL BLD CODE= 2004 EXISTING BUILDING
 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) HOLDS ON PROPERTY:
 SEE ATTACHMENTHOLDS ON PROPERTY, WORKING
  
 WIWTHOUT PERMIT & CHANGE IN OCCUPANCY!!!
  
 4) PLEASE CHANGE THE SCOPE OF WORK ON
 THE PERMIT APPLICATION UNDER DESCRIPTION
 OF WORK FOR THIS PROJECT TO REFLECT THE
 WORK COMPLETED WITHOUT BENEFIT OF A
 PERMIT AND FOR CHANGE OF OCCUPANCY ALSO
 REQUIRING A PERMIT.105.1*/306 EX FL BLD
 CODE.
 3401.1 SCOPE.
 ALTERATION, REPAIR, ADDITION, RELOCATION
 AND CHANGE OF OCCUPANCY OF EXISTING
 STRUCTURES AND BUILDINGS SHALL COMPLY
 WITH THE PROVISIONS OF THE 2004 FLORIDA
 EXISTING BUILDING CODE .
 1001.4 ALTERATIONS.
 A BUILDING SHALL NOT HEREAFTER BE
 ALTERED TO REDUCE THE CAPACITY OF THE
 MEANS OF EGRESS TO LESS THAN REQUIRED BY
 THIS CHAPTER NOR SHALL ANY CHANGE OF
 OCCUPANCY BE MADE IN ANY BUILDING UNLESS
 SUCH BUILDING CONFORMS WITH THE
 REQUIREMENTS OF THIS CHAPTER
 13-101.3.2 BUILDINGS HAVING A CHANGE OF
 OCCUPANCY THAT WERE PERMITTED AFTER
 MARCH 15, 1979, SHALL COMPLY WITH THE
 REQUIREMENTS OF SUBCHAPTER 13-4 FOR
 COMMERCIAL APPLICATIONS AND
 MULTIPLE-FAMILY RESIDENTIAL BUILDINGS
 GREATER THAN THREE STORIES.
 THIS REVIEW WILL TAKE PLACE USING THE
 2004 EXISTING BUILDING CODE & THE 2004
 FL BUILDING CODE. THE LEVEL OF
 ALTERATIONS WILL BE CONSIDERED A LEVEL
 II ALTERATION.
  
 5) 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.
  
 6) NEW INFORMATION FROM THE
 ARCHITECTURAL BOARD ABOUT DRAFTING FIRMS
  
 WORKING UNDER THE LICENSE OF A DESIGN PROFESSIONAL.
 PLEASE SEE FL S S 481.229
 AND THE ELECTRICAL COMMENT# 2.
  
 7) 110.2* W. P. B. ADMINISTRATIVE CODE, INFORMATION
 THAT IS REQUIRED FOR RECORD
 KEEPING & FOR CERTIFICATE OF OCCUPANCY:
 A) THE EDITION OFTHE CODE UNDER WHICH
 THE PERMIT WAS ISSUED.
 B) THE USE AND OCCUPANCY, IN ACCORDANCE
 WITH THE PROVISIONS OF CHAPTER 3.
 C) THE TYPE OF CONSTRUCTION AS DEFINED
 IN CHAPTER 6, TABLE 601.
 D) THE DESIGN OCCUPANT LOAD, SEE 1004.
 E) IF AN AUTOMATIC SPRINKLER SYSTEM IS
 PROVIDED, WHETHER THE SPRINKLER SYSTEM
 IS REQUIRED.
 F) ANY SPECIAL STIPULATIONS & CONDITIONS
 OF THE BUILDING PERMIT.
 G) NUMBER OF FLOORS
 H) NUMBER OF ROOMS
 I) SQ. FT. LIV SPACE/ FL
 J) SQ. FT. FOOTPRINT
 K) SQ. FT. UNDER ROOF (TOTAL)
  
 8) AT THIS TIME NOT KNOWING IF THIS
 BUILDING HAS AUTOMATIC FIRE SPRINKLERS
 THE SECOND FLOOR WILL REQUIRE AREAS OF
 RESCUE ASSISTANCE. 105.1*, CHANGE OF
 OCCUPANCY INVOKES 11-4.1.6 ACCESSIBLE
 BUILDINGS: ALTERATIONS,
 (1)(B) IF EXISTING ELEMENTS, SPACES, OR
 COMMON AREAS ARE ALTERED, THEN EACH SUCH
 ALTERED ELEMENT, SPACE, FEATURE, OR AREA
 SHALL COMPLY WITH THE APPLICABLE
 PROVISIONS OF 11-4.1.1 T0 11-4.1.1
 MINIMUM REQUIREMENTS FOR NEW
 CONSTRUCTION.
 11-4.1.3(9)IN BUILDINGS OR
 FACILITIES, OR PORTIONS OF BUILDINGS OR FACILITIES,
 REQUIRED TO BE ACCESSIBLE,
 ACCESSIBLE MEANS OF EGRESS SHALL BE
 PROVIDED IN THE SAME NUMBER AS REQUIRED
 FOR EXITS BY LOCAL BUILDING/LIFE SAFETY REGULATIONS.
 WHERE A REQUIRED EXIT FROM
 AN OCCUPIABLE LEVEL ABOVE OR BELOW A
 LEVEL OF ACCESSIBLE EXIT DISCHARGE IS
 NOT ACCESSIBLE, AN AREA OF RESCUE
 ASSISTANCE SHALL BE PROVIDED ON EACH
 SUCH LEVEL (IN A NUMBER EQUAL TO THAT OF INACCESSIBLE
 REQUIRED EXITS). AREAS OF
 RESCUE ASSISTANCE SHALL COMPLY WITH
 SECTION 11-4.3.11 . A HORIZONTAL EXIT,
 MEETING THE REQUIREMENTS OF LOCAL
 BUILDING/LIFE SAFETY REGULATIONS, SHALL
 SATISFY THE REQUIREMENT FOR AN AREA OF
 RESCUE ASSISTANCE.
 11-4.3.11.1 AREA OF RECUE ASSISTANCE
 LOCATION AND CONSTRUCTION SHALL MEET ALL
 THE REQUIREMENTS OF THIS SECTION,
 11-4.3.11 (1)-(5).
  
 9) THE NEW MENS RESTROOM LOCATED ON
 SHEET ONE DOESN,T MEET THE REQUIREMENTS
 OF 11-4.17.3.
  
 10) PROVIDE A LIFE SAFETY PLAN FOR THE
 FIRST AND SECOND FLOORS. PROVIDE AN
 OCCUPANT LOAD FIRST AND SECOND FLOORS
 AND CAPACITY FOR EACH OF THE DOORWAYS
 STAIRS AND EXITS. ALSO INDICATE EXIT
 SIGNS AND DIRECTIONALS ON PLANS. 1023.1
  
 11) THE SHEET# 1 INDICATES FIRST FLOOR
 A CLOSET AT THE REAR OF THE CHURCH WITH
 A PAIR OF 3'-0" DOORS THE CORIDOR WITH
 IS 4'-6" OR 54" WIDE. THE DOORS TO THIS
 CLOSET BEING 36" LEAVING A CLEAR WITH OF
 18". THE MINIMUM CLEAR WITH WIDTH
 REQUIRED IS 22" WITH AN OCCUPANT LOAD .
 50.
 1008.1.8.8
 DURING ITS SWING, ANY DOOR IN A MEANS OF
 EGRESS SHALL LEAVE UNOBSTRUCTED AT LEAST
 ONE HALF OF THE REQUIRED WIDTH OF AN
 AISLE, CORRIDOR, PASSAGEWAY, OR LANDING,
 NOR PROJECT MORE THAN 7 INCHES (178 MM)
 INTO THE REQUIRED WIDTH OF AN AISLE,
 CORRIDOR, PASSAGEWAY OR LANDING, WHEN
 FULLY OPEN.
  
 12) SHEET# 1 LOWER LEFT CORNER OF PLAN,
 THE HALLWAYS LEAD TO A PAIR OF 2 2'-6
 DOORS, IT APPEARS THE CORRIDOR IS LESS
 THAN 44" WIDE.1016.2.
  
 13) SHEET# 1 LOWER LEFT CORNER OF THE
 PLAN DOUBLE DOORS :
 11-4.13.4 DOUBLE-LEAF DOORWAYS.
 IF DOORWAYS HAVE TWO INDEPENDENTLY
 OPERATED DOOR LEAVES, THEN AT LEAST ONE
 LEAF SHALL MEET THE SPECIFICATIONS IN
 SECTION 11-4.13.5 AND SECTION 11-4.13.6
 . THAT LEAF SHALL BE AN ACTIVE LEAF.
 11-4.13.5 CLEAR WIDTH.
 DOORWAYS SHALL HAVE A MINIMUM CLEAR
 OPENING OF 32 INCHES (813 MM) WITH THE
 DOOR OPEN 90 DEGREES, MEASURED BETWEEN
 THE FACE OF THE DOOR AND THE OPPOSITE
 STOP [SEE FIGURE 11-24 (A), FIGURE 11-24
 (B), FIGURE 11-24 (C), AND FIGURE 11-24
 (D)].
  
 14) SHEET# 1 LOWER LEFT CORNER THE PAIR
 OF DOORS LABELED # 4 TO THE EXTERIOR
 BLOCK THE 2ND STORY EXIT STAIRS AS
 INDICATED.THE PLANS INDICATE NEW DOORS,
 WHAT IS THE CHANGE IN FLOOR ELEVATION TO
 THE EXTERIOR?
  
 15) SHEET# 1 FRONT ENTRY DOOR SWINGS THE
 WRONG WAY, 1008.1.2DOORS SHALL SWING
 IN THE DIRECTION OF EGRESS TRAVEL WHERE
 SERVING AN OCCUPANT LOAD OF 50.
  
 16) STAGES AND PLATFORMS
 410.3.1 STAGE CONSTRUCTION.
 STAGES SHALL BE CONSTRUCTED OF MATERIALS
 AS REQUIRED FOR FLOORS FOR THE TYPE OF CONSTRUCTION OF
 THE BUILDING IN WHICH
 SUCH STAGES ARE LOCATED.
 EXCEPTIONS:
 1.STAGES OF TYPE IIB OR IV
 CONSTRUCTION WITH A NOMINAL 2-INCH (51
 MM) WOOD DECK, PROVIDED THAT THE STAGE
 IS SEPARATED FROM OTHER AREAS IN
 ACCORDANCE WITH SECTION 410.3.4 .
 2.IN BUILDINGS OF TYPE IIA, IIIA
 AND VA CONSTRUCTION, A
 FIRE-RESISTANCE-RATED FLOOR IS NOT
 REQUIRED, PROVIDED THE SPACE BELOW THE
 STAGE IS EQUIPPED WITH AN AUTOMATIC FIRE-EXTINGUISHING
 SYSTEM IN ACCORDANCE
 WITH SECTION 903 OR 904.
 3.IN ALL TYPES OF CONSTRUCTION, THE
 FINISHED FLOOR SHALL BE CONSTRUCTED OF
 WOOD OR APPROVED NONCOMBUSTIBLE
 MATERIALS. OPENINGS THROUGH STAGE FLOORS
 SHALL BE EQUIPPED WITH TIGHT-FITTING,
 SOLID WOOD TRAP DOORS WITH APPROVED
 SAFETY LOCKS.
 PROVIDE CLARITY AND COMPLIANCE WITH
 THESE SECTIONS OF THE CODE.
  
 17A) SHEET# 1 EAST SIDE OF THE BUILDING
 PLEASE PROVIDE CLAARITY ON THE JANITORS
 CLOSET LOCATED BENEATH THE STAIRWAY WITH
 A RETURN DUCT ?
 1019.1.5 ENCLOSURES UNDER STAIRWAYS.
 THE WALLS AND SOFFITS WITHIN ENCLOSED
 USABLE SPACES UNDER ENCLOSED AND
 UNENCLOSED STAIRWAYS SHALL BE PROTECTED
 BY 1-HOUR FIRE-RESISTANCE-RATED
 CONSTRUCTION, OR THE FIRE-RESISTANCE
 RATING OF THE STAIRWAY ENCLOSURE,
 WHICHEVER IS GREATER. ACCESS TO THE
 ENCLOSED USABLE SPACE SHALL NOT BE
 DIRECTLY FROM WITHIN THE STAIR
 ENCLOSURE.
  
 17B) IS THERE RATINGS BETWEEN THE
 JANITORS CLOSET AND STAIR FRAMING?
  
 18A) SHEET# 2 EXISTING MEETING ROOM HAS
 607 SQ FT AND A OCCUPANT LOAD OF 96. TWO
 MEANS OF EGRESS ARE REQUIRED FOR THIS
 AREA.TABLE 1014.1.
  
 18B)1014.2.1 TWO EXITS OR EXIT ACCESS
 DOORWAYS.
 WHERE TWO EXITS OR EXIT ACCESS DOORWAYS
 ARE REQUIRED FROM ANY PORTION OF THE
 EXIT ACCESS, THE EXIT DOORS OR EXIT
 ACCESS DOORWAYS SHALL BE PLACED A
 DISTANCE APART EQUAL TO NOT LESS THAN
 ONE-HALF OF THE LENGTH OF THE MAXIMUM
 OVERALL DIAGONAL DIMENSION OF THE
 BUILDING OR AREA TO BE SERVED MEASURED
 IN A STRAIGHT LINE BETWEEN EXIT DOORS OR
 EXIT ACCESS DOORWAYS. INTERLOCKING OR
 SCISSOR STAIRS SHALL BE COUNTED AS ONE
 EXIT STAIRWAY.
 EXCEPTIONS:
 1.WHERE EXIT ENCLOSURES ARE
 PROVIDED AS A PORTION OF THE REQUIRED
 EXIT AND ARE INTERCONNECTED BY A 1-HOUR
 FIRE-RESISTANCE-RATED CORRIDOR
 CONFORMING TO THE REQUIREMENTS OF
 SECTION 1016 , THE REQUIRED EXIT
 SEPARATION SHALL BE MEASURED ALONG THE
 SHORTEST DIRECT LINE OF TRAVEL WITHIN
 THE CORRIDOR.
 2.WHERE A BUILDING IS EQUIPPED
 THROUGHOUT WITH AN AUTOMATIC SPRINKLER
 SYSTEM IN ACCORDANCE WITH SECTION
 903.3.1.1 OR 903.3.1.2 , THE SEPARATION
 DISTANCE OF THE EXIT DOORS OR EXIT
 ACCESS DOORWAYS SHALL NOT BE LESS THAN
 ONE-THIRD OF THE LENGTH OF THE MAXIMUM
 OVERALL DIAGONAL DIMENSION OF THE AREA
 SERVED.
  
 18C) DEPENDING ON THE LOCATION WHERE THE
 SECOND MEANS OF EGRESS IS CUT IN ON THE
 EXISTING MEETING ROOM WITH AN OCCUPANT
 LOAD OF 96 THE DOOR LEADING TO THE
 PRAYER ROOM WILL ALSO NEED TO HAVE THE
 SWING REVERSED, 1008.1.2: DOORS SHALL
 SWING IN THE DIRECTION OF EGRESS TRAVEL
 WHERE SERVING AN OCCUPANT LOAD OF 50 OR
 GREATER.
  
 19) THE FIRST FLOOR INDICATEDA NEW
 PAIR OF EXTERIOR DOORS.
 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.
  
 1714.5.3 EXTERIOR DOOR ASSEMBLIES.
 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.
 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
  
 20)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 SWING DOORS
  
 21) 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.
  
 22) PROVIDE AN INTERIOR WALL & CEILING
 SCHEDULE BASED ON OCCUPANCY TABLE 803.5.
  
  
 NOTE THE NEXT REVIEW MAY HAVE ADDITIONAL
 COMMENTS DUE TO THE DESIGN TEAMS
 RESPONCE TO THE FIRST REVIEW.


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