Plan Review Notes
Plan Review Notes For Permit 06050604
Permit Number 06050604
Review Stop B
Sequence Number 1
Notes
Date Text
2006-06-01 00:00:00BUILDING PLAN REVIEW
 PERMIT: 06050604
 ADD: 1810 S DIXIE HWY
 CONT: BATTEN CONSTRUCTION
 TEL: (561)820-0027
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 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) SHEET# 1 CODE DATA INDICATES A
 TYPE III BUILDING BUT NO DESIGNATION TO
 "A" OR "B".
  
 4) MISSING FROM CODE DATA SHEET# 1 IS
 FROM THE 2004 EXISTING BUILDING CODE,
 TO WHAT LEVEL OF REMODELING, LEVEL 1,
 LEVEL 2 OR LEVEL 3? SEE EXISTING
 BUILDING CODE SECTIONS 303, 304 & 305.
  
 5) SHEET # 1B INDICATES ELEVATIONS ON
 THE INTERIOR FINISH FLOOR OF 16.76'AND
 THE EXTERIOR ELEVATION OF 16.64'.
 11-4.3.8 CHANGES IN LEVEL.
 CHANGES IN LEVELS ALONG AN ACCESSIBLE
 ROUTE SHALL COMPLY WITH SECTION 11-4.5.2
 . IF AN ACCESSIBLE ROUTE HAS CHANGES IN
 LEVEL GREATER THAN ? INCH (13 MM), THEN
 A CURB RAMP, RAMP, ELEVATOR, OR PLATFORM
 LIFT (AS PERMITTED IN SECTION 11-4.1.3
 AND 11-4.1.6 ) SHALL BE PROVIDED THAT
 COMPLIES WITH SECTION 11-4.7 , 11-4.8 ,
 11-4.10 , OR 11-4.11 , RESPECTIVELY. AN
 ACCESSIBLE ROUTE DOES NOT INCLUDE
 STAIRS, STEPS, OR ESCALATORS. SEE
 DEFINITION OF ?EGRESS, MEANS OF? IN
 SECTION 11-3.5 [SEE FIGURE 11-7 (C) AND
 FIGURE 11-7 (D)].
  
 6) SHEET# 3, PLANS INDICATE AREAS OF
 WALLS WHERE NEW OPENINGS ARE BEING
 CREATED. ON THE NORTH WALL THERE IS A
 SECTION 3/10 WITH A NOTE NEW #6 NEXT TO
 OPENINGS, DOES MEAN IF A #6 REBAR IS
 DEPICTED NEXT TO AN OPENING THIS IS A
 NEW OPENING?
  
 7) OFFICE WITH DOOR# 7 PRIVATE RESTROOM
 TO BE ADAPTABLE, REQUIRING BACKING &
 TURNING RADIUS.
 11-4.1.3(11) TOILET FACILITIES. IF
 TOILET ROOMS ARE PROVIDED, THEN EACH
 PUBLIC AND COMMON USE TOILET ROOM SHALL
 COMPLY WITH SECTION 11-4.22 . OTHER
 TOILET ROOMS PROVIDED FOR THE USE OF
 OCCUPANTS OF SPECIFIC SPACES (I.E., A
 PRIVATE TOILET ROOM FOR THE OCCUPANT OF
 A PRIVATE OFFICE) SHALL BE ADAPTABLE .
 IF BATHING ROOMS ARE PROVIDED, THEN EACH
 PUBLIC AND COMMON USE BATHROOM SHALL
 COMPLY WITH SECTION 11-4.23 . ACCESSIBLE
 TOILET ROOMS AND BATHING FACILITIES
 SHALL BE ON AN ACCESSIBLE ROUTE.
  
 8) SHEET# 3 CONFERENCE ROOM DOOR# 22
 MISSING THE REQUIRED 18" ON PULL SIDE.
 11-4.13.6 MANEUVERING CLEARENCES
 AT DOORS. MINIMUM MANEUVERING CLEARENCES
 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 CLEARENCES SHALL BE
 CLEAR & LEVEL.
  
 9) RESTROOM DOORS 12& 13 SWING OVER THE
 1/2 THE REQUIRED EGRESS WIDTH.
 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
  
 10) SHEET# 3 & 4 BOTH INDICATE A
 MEZZANINE BUT PLANS DO NOT INDICATE WHAT
 TYPE OF OCCUPANCY WILL TAKE PLACE
 MEZZANINE LEVEL?
  
 11)MEZZANINE IF STORAGE:
 106.4.2 STORAGE & FACTORY- INDUSTRIAL OCCUPANCIES. IT
 SHALL BE THE
 RESPONSIBILITY OF THE OWNER, AGENT,
 PROPIETOR OR OCCUPANT OF GROUP S AND
 GROUP F OCCUPANCIES, OR ANY OCCUPANCY
 WHERE EXCESSIVE FLOOR LOADING IS LIKELY
 TO OCCUR, TO EMPLOY A COMPETENT ARCHI-
 TECT OR ENGINEER IN COMPUTING THE SAFE
 FLOOR LOAD CAPACITY. ALL SUCH COMPUTA-
 TIONS SHALL BE ACCOMPANIED BY AN AFFA-
 DAVIT FROM THE ARCHITECT OR ENGINEER
 STATING THE SAFE ALLOWABLE FLOOR LOADS
 ON EACH FLOOR IN POUNDS PER SQ FT.THE
 COMPUTATIONS & AFFADAVIT SHALL BE FILED
 AS A PERMANENT RECORD OF THE BLDG DEPT.
  
 12) MEZZANINE: IF STORAGE:
 106.4.3.SIGNS REQUIRED. IN EVERY
 BUILDING OR PART OF A BUILDING USED FOR
 STORAGE, INDUSTRIAL OR HAZARDOUS PUR-
 POSES, THE SAFE FLOOR LOADS, AS REVIEWED
 BY THE BUILDING OFFICIAL ON THE PLAN,
 SHALL BE MARKED ON PLATES OF APPROVED DE
 SIGN WHICH SHALL BE SUPPLIED & SECURELY
 AFFIXED BY THE OWNER OF THE BUILDING IN
 A CONSPICUOUS PLACE IN EACH STORY TO
 WHICH THEY RELATE. SUCH PLATES SHALL NOT
 BE REMOVEDOR DEFACED, & IF LOST,
 REMOVED THE OWNER OF THE BUILDING SHALL
 REPLACE THEM.
  
 13) SHEET#3 DOESN'T PROVIDE ANY CUT
 SECTIONS THROUGH TENANT SEPARATION WALL
 PROVIDING 1HR TENANT SEPERTION.
 708.1(5)
  
 14) DOOR SCHEDULE DOESN'T INDICATE THE
 RATING FOR DOORS 2 & 3.
  
 15) OVERFLOW SCUPPERS, SHEET 4,6 AND 6A
 DO NOT PROVIDE ENOUGH INFORMATION AS TO
 THE LOCATION THE OVERFLOW SCUPPERS ARE
 TO BE PLACED IN RELATION TO THE ROOF
 DECK.
 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.
  
 16) PLANS DO NOT PROVIDE THE FINISHED
 HEIGTH FLOOR TO CEILING BENEATH THE
 MEZZANINE. 1208.2 MINIMUM CEILING
 HEIGHTS.
 OCCUPIABLE SPACES, HABITABLE SPACES AND
 CORRIDORS SHALL HAVE A CEILING HEIGHT OF
 NOT LESS THAN 7 FEET 6 INCHES (2286 MM). BATHROOMS,
 TOILET ROOMS, KITCHENS,
 STORAGE ROOMS AND LAUNDRY ROOMS SHALL BE
 PERMITTED TO HAVE A CEILING HEIGHT OF
 NOT LESS THAN 7 FEET (2134 MM).
  
 17) 1209.3 MECHANICAL APPLIANCES.
 ACCESS TO MECHANICAL APPLIANCES
 INSTALLED IN UNDER-FLOOR AREAS, IN ATTIC
 SPACES AND ON ROOFS OR ELEVATED
 STRUCTURES SHALL BE IN ACCORDANCE WITH
 THE FLORIDA BUILDING CODE, MECHANICAL.
  
 18) SHEET# 9 DETAIL# 2, IS MISSING THE
 HANDRAIL COTINUING TO THE BOTTOM OF
 STAIR LEFT SIDE OF DETAIL.
 1009.11 HANDRAILS. STAIRWAYS SHALL HAVE
 HANDRAILS ON EACH SIDE.
  
 19) SHEET# 10 INDICATES A 12"X12"
 EXTERIOR MOLDING, PROVIDE DETAILS, AND
 TYPE OF MATERIAL?
  
 20) SHEET# 12 WIND INFORMATION
 REFREENCES THE FBC 2001 CODE.
  
 21) SHEET# 12 NO MENTION OF THE LIVE
 FLOOR LOADS REQUIRED FOR THE MECANICAL
 CLOSETS 60 PSF TABLE 1607.1.
  
 22) SHEET# 12 NO MENTION TO THE LIVE
 LOADS TO BE RESISTED FOR THE STAIRS.
 TABLE 1607.1.
  
 23) SHEET 18 INDICATES A/C DUCT
 PENETRATING TENANT SEPERATION WALL AND
 TRANSFER GRILLE NO FIRE DAMPERS.716.1.1
 DUCTS AND AIR TRANSFER OPENINGS WITHOUT
 DAMPERS. DUCTS AND AIR TRANSFER OPENINGS
 THAT PENETRATE FIRE-RESISTANCE-RATED
 ASSEMBLIES AND ARE NOT REQUIRED BY THIS
 SECTION TO HAVE DAMPERS SHALL COMPLY
 WITH THE REQUIREMENTS OF SECTION 712
  
 24) SHEET 18 ALSO INDICATES A/C
 CONDENSATE PENETRATING 1 HR TENANT
 SEPERATION WALL.
 712.3.1.2 THROUGH-PENETRATION FIRESTOP
 SYSTEM. THROUGH PENETRATIONS SHALL BE
 PROTECTED BY AN APPROVED PENETRATION
 FIRESTOP SYSTEM INSTALLED AS TESTED IN
 ACCORDANCE WITH ASTM E 814 OR UL 1479,
 WITH A MINIMUM POSITIVE PRESSURE
 DIFFERENTIAL OF 0.01 INCH (2.49 PA) OF
 WATER AND SHALL HAVE AN F RATING OF NOT
 LESS THAN THE REQUIRED FIRE-RESISTANCE
 RATING OF THE WALL PENETRATED.
  
 25) 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.
  
 26) FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
 A) FIXED WINDOWS
 B) MULLIONS
 C) GLAZED DOORS
 D) HOLLOW METAL DOORS SINGLE & PAIR
 E) ROOF ASSEMBLIES
 1) FLAT ROOF INSULATION
 2) MODIFIED SINGLE PLY
 3) SLOPED ROOFING APPLICATION
 4) ROOF TILE REPORT
  
 27) THIS ROOF IS MISSING OR NOT IN
 COMPLIANCE WITH THE FOLLOW ITEMS:
 _X_ CONTRACTOR FAILED TO SUBMIT PRODUCT APPROVALS.
  
 _X_ CONTRACTOR FAILED TO INDICATE WHICH
 SYSTEM TO BE USED.
  
 _X_ THE SYSTEM PROVIDED HAS A LOW
 PRESSURE FOR ZONE ___ .
  
 _X_ NO REPORT SUBMITTED,MAY BE A
 SITUATION:
 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.
  
 _X_NO REPORT SUBMITTED, MAYBE A
 SITUATION.
 THE SYSTEM PROVIDED INDICATES
 LIMITATION# 9, NO ENHANCED
 FASTENING ALLOWED.
  
 _X_ HIP OR RIDGE TILE INDICATE WHAT TYPE
  
 OF HIP BOARD TO BE USED, ALSO
 INDICATE TYPE OF FASTENING.
 CLAY AND CONCRETE ROOF TILES SHALL BE
 FASTENED IN ACCORDANCE WITH SECTION 1609
 OR IN ACCORDANCE WITH FRSA/RTI
 07320/08/05 INSTALLATION MANUAL.
  
 1507.3.8 APPLICATION.
 TILE SHALL BE APPLIED ACCORDING TO THE MANUFACTURER?S
 INSTALLATION INSTRUCTIONS
 OR RECOMMENDATIONS OF THE FRSA/RTI
 07320/08/05.
  
 28)SHEET 11 DETAILS D/E GLASS IN GUARD
 RAILS:
 1607.7.1.1 CONCENTRATED LOAD.
 HANDRAIL ASSEMBLIES AND GUARDS SHALL BE
 ABLE TO RESIST A SINGLE CONCENTRATED
 LOAD OF 200 POUNDS (0.89 KN), APPLIED IN
 ANY DIRECTION AT ANY POINT ALONG THE
 TOP, AND HAVE ATTACHMENT DEVICES AND
 SUPPORTING STRUCTURE TO TRANSFER THIS
 LOADING TO APPROPRIATE STRUCTURAL
 ELEMENTS OF THE BUILDING. THIS LOAD NEED
 NOT BE ASSUMED TO ACT CONCURRENTLY WITH
 THE LOADS SPECIFIED IN THE PRECEDING
 PARAGRAPH.
 2407.1.1 LOADS.
 THE PANELS AND THEIR SUPPORT SYSTEM
 SHALL BE DESIGNED TO WITHSTAND THE LOADS
 SPECIFIED IN SECTION 1607.7 . A SAFETY
 FACTOR OF FOUR SHALL BE USED.
 2407.1.2 SUPPORT.
 EACH HANDRAIL OR GUARD SECTION SHALL BE
 SUPPORTED BY A MINIMUM OF THREE GLASS
 BALUSTERS OR SHALL BE OTHERWISE
 SUPPORTED TO REMAIN IN PLACE SHOULD ONE
 BALUSTER PANEL FAIL. GLASS BALUSTERS
 SHALL NOT BE INSTALLED WITHOUT AN
 ATTACHED HANDRAIL OR GUARD.
  
 29) NOTE TO BE CHECKED WITH INSPECTOR:
 FLUX
 804.5.1 MINIMUM CRITICAL RADIANT FLUX .
 INTERIOR FLOOR FINISH IN VERTICAL EXITS,
 EXIT PASSAGEWAYS AND EXIT ACCESS
 CORRIDORS SHALL NOT BE LESS THAN CLASS I
 IN GROUPS I-2 AND I-3 AND NOT LESS THAN
 CLASS II IN GROUPS A, B, E, H, I- 4, M,
 R-1, R-2 AND S. IN ALL OTHER AREAS, THE
 INTERIOR FLOOR FINISH SHALL COMPLY WITH
 THE DOC FF-1 ?PILL TEST? (CPSC 16 CFR,
 PART 1630).
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026


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