Plan Review Notes
Plan Review Notes For Permit 05120367
Permit Number 05120367
Review Stop B
Sequence Number 1
Notes
Date Text
2006-02-08 00:00:00BUILDING PLAN REVIEW
 PERMIT: 05120367
 ADD: 314 10TH ST
 CONT: KENNEDY CONTRACTORS
 TEL: (561)307-1461
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION: DENIED
  
 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.
  
  
 1) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
 NOTE ONCE NOC IS RECORDED AT THE CLERK
 OF THE COURT, WORK MUST START WITHIN 90
 DAYS OF RECORDING OTHERWISE NOC MUST BE
 RE-RECORDED. FL SS 71.13(2)
  
 2A) SCOPE OF WORK IS LOW, WE WILL
 RE-EVALUATEUSING MARSHALL & SWIFT IF
 THE VALUE IS NOT INCREASED.
  
 2B) THE PERMIT APPLICATION DESCRIPTION
 INDICATES CHANGE OF USE, IT APPEARS THAT
 AN ADDITION 918 SQ FT IS ALSO BEING
 ADDED.
  
 2C) NOTHING IN THIS PERMIT INDICATES
 THAT THE REAR BUILDING IS UNDER GOING A
 CHANGE OF OCCUPANCY?
  
 3) IT APPEARS THAT THE OWNER/ CONTRACTOR
 HAS DRAWN UP THE PLANS, FL S S
 481.229(1)(C) WHEN THE SCOPE OF WORK IS
 UNDER $25,000.00 AN ARCHITECT IS NOT
 REQUIRED TO DRAW PLANS, OTHERWISE A
 DESIGN PROFESSIONAL WILL BE REQUIRED.SEE
 FL S S
 489.229 EXCEPTIONS, EXEMPTIONS FROM
 LICENSURE.
  
 4) 2004 EXISTING BUILDINGS CHAPTER 8,
 CHANE IN OCCUPANCIES 801.3A CERTIFICATE
 OF OCCUPANCY SHALL BE ISSUED WHERE A
 CHANGE OF OCCUPANCY OCCURS THAT RESULTS
 IN BEING CLASSIFIED AS A DIFFERENT
 OCCUPANCY CLASSIFICATION AS DETERMINED
 BY THE FLORIDA BUILDING CODE, BUILDING.
  
 PLANS ARE TO COMPLY WITH THE PROVISIONS
 OF CHAPTER 8 OF EXISTING BUILDING 2004
 CHAPTER 9 FOR ADDITIONS AND THE 2004
 BUILDING CODE FOR COMMERCIAL AS WELL AS
 CHAPTER 11 OF THE 2004 FBC.
  
 5)2004 EXISTING BUILDING 806.1,
 ACCESSIBILITY IN PORTIONS OF BUILDINGS
 UNDER GOING A CHANGE OF OCCUPANCY
 CLASSIFICATION SHALL COMPLY WITH CHAPTER
 11 OF THE FLORIDA BUILDING CODE.
  
 5A) AN ACCESSIBLE ROUTE TO THE RIGHT OF
  
 WAY.
  
 5B) 11-4.6.1 PARKING AND PASSENGER
 LOADING ZONES.
  
 5C) ACCESSIBLE RAMPS:
 11-4.8.2 SLOPE & RISE. THE LEAST
 POSSIBLE SLOPE SHALL BE USED FOR ANY
 RAMP. THE MAXIMUM SLOPE FOR A RAMP IN
 NEW CONSTRUCTION SHALL BE 1 TO 12. THE
 MAXIMUM RISE FOR RUN SHALL BE 30" (SEE
 FIGURE 16).
 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.
 11-4.8.4.(2) LANDINGS. ALL LANDINGS
 ON RAMPS SHALL NOT BE LESS THAN 60"
 CLEAR, & THE BOTTOM OF EACH RAMP SHALL
 HAVE NOT LESS THAN 72" OF STRAIGHT &
 LEVEL CLEARENCE.
 11-4.8.4(3) IF RAMPS CHANGE DIREC-
 TION AT LANDINGS, THE MINIMUM LANDING
 SIZE SHALL BE 60" X 60".
 11.4.8.5. HANDRAILS: IF A RAMP HAS
 A RISE GREATER THAN 6" OR A HORIZONTAL
 PROJECTION GREATER THAN 72", THEN IT
 SHALL HAVE HANDRAILS ON BOTH SIDES.
  
 5D)11-4.21.1 GENERAL.
 ACCESSIBLE SHOWER STALLS SHALL COMPLY
 WITH SECTION 11-4.21 .
 11-4.21.2 SIZE AND CLEARANCES.
 EXCEPT AS SPECIFIED IN SECTION 11-9.1.2
 , SHOWER STALL SIZE AND CLEAR FLOOR
 SPACE SHALL COMPLY WITH FIGURE 11-35 (A)
 OR FIGURE 11-35 (B). THE SHOWER STALL IN
 FIGURE 11-35 (A) SHALL BE 36 INCHES BY
 36 INCHES (915 MM BY 915 MM). SHOWER
 STALLS REQUIRED BY SECTION 11-9.1.2
 SHALL COMPLY WITH FIGURE 11-57 (A) OR
 FIGURE 11-57 (B). THE SHOWER STALL IN
 FIGURE 11-35 (B) WILL FIT INTO THE SPACE
 REQUIRED FOR A BATHTUB.
  
 11-4.21.3 SEAT.
 A SEAT SHALL BE PROVIDED IN SHOWER
 STALLS 36 INCHES BY 36 INCHES (915 MM BY
 915 MM) AND SHALL BE AS SHOWN IN FIGURE
 11-36 . THE SEAT SHALL BE MOUNTED 17
 INCHES TO 19 INCHES (430 MM TO 485 MM)
 FROM THE BATHROOM FLOOR AND SHALL EXTEND
 THE FULL DEPTH OF THE STALL. IN A
 36-INCH BY 36-INCH (915 MM BY 915 MM)
 SHOWER STALL, THE SEAT SHALL BE ON THE
 WALL OPPOSITE THE CONTROLS. WHERE A
 FIXED SEAT IS PROVIDED IN A 30-INCH BY
 60-INCH MINIMUM (760 MM BY 1525 MM)
 SHOWER STALL, IT SHALL BE A FOLDING TYPE
 AND SHALL BE MOUNTED ON THE WALL
 ADJACENT TO THE CONTROLS AS SHOWN IN
 FIGURE 11-57 . THE STRUCTURAL STRENGTH
 OF SEATS AND THEIR ATTACHMENTS SHALL
 COMPLY WITH SECTION 11-4.26.3 .
 11-4.21.4 GRAB BARS.
 GRAB BARS COMPLYING WITH SECTION 11-4.26
 SHALL BE PROVIDED AS SHOWN IN FIGURE
 11-37 .
 11-4.21.5 CONTROLS.
 FAUCETS AND OTHER CONTROLS COMPLYING
 WITH SECTION 11-4.27.4 SHALL BE LOCATED
 AS SHOWN IN FIGURE 11-37 . IN SHOWER
 STALLS 36 INCHES BY 36 INCHES (915 MM BY
 915 MM), ALL CONTROLS, FAUCETS, AND THE
 SHOWER UNIT SHALL BE MOUNTED ON THE SIDE
 WALL OPPOSITE THE SEAT.
 11-4.21.6 SHOWER UNIT.
 A SHOWER SPRAY UNIT WITH A HOSE AT LEAST
 60 INCHES (1525 MM) LONG THAT CAN BE
 USED BOTH AS A FIXED SHOWER HEAD AND AS
 A HAND-HELD SHOWER SHALL BE PROVIDED.
 EXCEPTION: IN UNMONITORED FACILITIES
 WHERE VANDALISM IS A CONSIDERATION, A
 FIXED SHOWER HEAD MOUNTED AT 48 INCHES
 (1220 MM) ABOVE THE SHOWER FLOOR MAY BE
 USED IN LIEU OF A HAND-HELD SHOWER HEAD.
  
 11-4.21.7 CURBS.
 IF PROVIDED, CURBS IN SHOWER STALLS 36
 INCHES BY 36 INCHES (915 MM BY 915 MM)
 SHALL BE NO HIGHER THAN ? INCH (13 MM).
 SHOWER STALLS THAT ARE 30 INCHES BY 60
 INCHES (760 MM BY 1525 MM) MINIMUM SHALL
 NOT HAVE CURBS.
  
 5D) 11-4.24.2 SINKS, HEIGHT. SINKS SHALL
 BE MOUNTED WITH THE COUNTER NO HIGHER
 THAN 34" ABOVE THE FINISH FLOOR.
 11-4.24.3 KNEE CLEARENCE THAT IS AT
 LEAST 27" HIGH 30" WIDE, AND 19" DEEP
 SHALL BE PROVIDED UNDERNEATH SINKS.
  
 6) 2004 ENERGY CODE 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 OR SUBCHAPTER 13-6 FOR
 RESIDENTIAL APPLICATIONS OF THREE
 STORIES OR LESS. WHERE THE EFFICIENCY OF
 A BUILDING COMPONENT IS UNKNOWN, IT
 SHALL BE DETERMINED IN ACCORDANCE WITH
 THE CRITERIA SPECIFIED IN SECTION
 101.4.2.1 .
  
 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.
  
 8) 2004 EXISTING BUILDING CHANGE OF
 OCCUPANCY 812.1 COMPLIANCE WITH CHAPTER
 7 THE OCCUPANCY CLASSIFICATION OF AN
 EXISTING BUILDING MAY BE CHANGED,
 PROVIDED THAT THE BUILDING MEETS ALL THE
 REQUIREMENTS OF CHAPTER7 APPLIED
 THROUGHOUT THE BUILDING FOR THE NEW
 OCCUPANCY GROUP AND COMPLIES WITH THE
 REQUIREMENT S OF SECTION 802 THROUGH
 812.SEE :
 705 MEANS OF EGRESS / FLORIDA BUILDING
 CODE
 706 ACCESSIBILITY CHAPTER 11 2004 FBC
 707 STRUCTURAL:
 707.5.1 EVALUATION &ANALYSIS FBC
 BUILDING FOR WIND LOADING
 1609.1.4.1 BUILDING WITH OPENINGS.
 1609.1.4.WHERE GLAZING IS ASSUMED TO BE
 AN OPENING IN ACCORDANCE WITH SECTION
 1609.1.4 , THE BUILDING SHALL BE
 EVALUATED TO DETERMINE IF THE OPENINGS
 ARE OF SUFFICIENT AREA TO CONSTITUTE AN
 OPEN OR PARTIALLY ENCLOSED BUILDING AS
 DEFINED IN SECTION 1609.2 . OPEN AND
 PARTIALLY ENCLOSED BUILDINGS SHALL BE
 DESIGNED IN ACCORDANCE WITH THE
 APPLICABLE PROVISIONS OF ASCE 7.
  
 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.
  
 1609.1.3 ANCHORAGE AGAINST OVERTURNING,
 UPLIFT AND SLIDING.
 STRUCTURAL MEMBERS AND SYSTEMS AND
 COMPONENTS AND CLADDING IN A BUILDING OR
 STRUCTURE SHALL BE ANCHORED TO RESIST
 WIND-INDUCED OVERTURNING, UPLIFT AND
 SLIDING AND TO PROVIDE CONTINUOUS LOAD
 PATHS FOR THESE FORCES TO THE
 FOUNDATION. WHERE A PORTION OF THE
 RESISTANCE TO THESE FORCES IS PROVIDED
 BY DEAD LOAD, THE DEAD LOAD, INCLUDING
 THE WEIGHT OF SOILS AND FOUNDATIONS,
 SHALL BE TAKEN AS THE MINIMUM DEAD LOAD
 LIKELY TO BE IN PLACE DURING A DESIGN
 WIND EVENT. WHERE THE ALTERNATE BASIC
 LOAD COMBINATIONS OF SECTION 1605.3.2
 ARE USED, ONLY TWO-THIRDS OF THE MINIMUM
 DEAD LOAD LIKELY TO BE IN PLACE DURING A
 DESIGN WIND EVENT SHALL BE USED.
 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) WINDOWS,
 B) DOORS
 C) MULLIONS
 D) LINTELS
 E) ROOFING ASSEMBLIES
  
 9) 106.3.3* PRODUCT APPROVALS- 2004
 THOSE PRODUCTS THAT ARE RGULATED BY DCA
 RULE 9B-72 SHALL BE REVIEWED AND
 APPROVED IN WRITTING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL.
  
 10)2004 EXISTING BUILD,707.6 GRAVITY
 LOADS IS INCREASED ON THE ROOF OR FLOOR
 OF A BUILDING ALL STRUCTURAL MEMBERS
 AFFECTED BY SUCH INCREASE SHALL MEET THE
 GRAVITY LOAD REQUIREMENTS OF THE 2004
 FBC, BUILDING.
  
 11)FL. BLD CODE 1603.1.4 THE FOLLOWING
 INFORMATION RELATED TO WIND SHALL BE
 SHOWN ON THE CONSTRUCTION DRAWINGS,
 1)- BASIC WIND SPEED, MPH
 2)- WIND IMPORTANCE FACTOR, & BUILDING
 CATEGORY
 3)- WIND EXPOSURE
 4)- INTERNAL PRESSURE COEFFICIENT,
 5)- COMPONENTS & CLADDING, THE DESIGN
 WIND PRESSURES IN TERMS OF PSF.
  
 12) SHEET S-2:
  
 12A) PLANS DO NOT IDENTIFY THE STEEL C
 JOIST AS PER KNOWN MEMBER DEPTH, TYPE OF
 SECTION,( 4 ALPHA CHARACTERS ARE USED
 ACCORDING TO SHAPE), FLANGE WIDTH &
 MATERIAL THICKNESS.
 1604.3.3 STEEL.
 PROVIDE THE ALLOWABLE DEFLECTION LIMITS
 AS INDICATED IN FBC BUILDINGTABLE 1604.3
  
 THE DEFLECTION OF STEEL STRUCTURAL
 MEMBERS SHALL NOT EXCEED THAT PERMITTED
 BY AISC LRFD, AISC HSS, AISC 335, AISI
 -NASPEC, AISI-GENERAL, AISI-TRUSS, ASCE
 3, ASCE 8-SSD-LRFD/ASD, AND THE STANDARD
 SPECIFICATIONS OF SJI STANDARD
 SPECIFICATIONS, LOAD TABLES AND WEIGHT
 TABLES FOR STEEL JOISTS AND JOIST
 GIRDERS AS APPLICABLE.
  
 12B) 1603.4 OCCUPANCY PERMITS FOR
 CHANGED LOADS. CONSTRUCTION DOCUMENTS
 FOR OTHER THAN RESIDENTIAL BUILDINGS
 FILED WITH THE BUILDING OFFICIAL WITH
 APPLICATIONS FOR PERMITS SHALL SHOW ON
 EACH DRAWING THE LIVE LOADS PER SQUARE
 FOOT (M 2 ) OF AREA COVERED FOR WHICH
 THE BUILDING IS DESIGNED. OCCUPANCY
 PERMITS FOR BUILDINGS HEREAFTER ERECTED
 SHALL NOT BE ISSUED UNTIL THE FLOOR LOAD
 SIGNS, REQUIRED BY SECTION 1603.3 , HAVE
 BEEN INSTALLED.
  
 12C) STATE DEAD AND LIVE LOADS TO BE
 IMPOSED ON BOTH THE FLOOR JOIST AND ROOF
  
 JOIST WITH ATTACHED CEILING.
  
 12D) PLANS INDICATE A DROPED CEILING
 ATTACHED TO SELF SURRING HI-HAT CHANNEL
 BUT NO INFORMATION AS TO WHAT THE HI-HAT
 IS TO BE HUNG FROM, BLCK IRON AND
 HANGING WIRE? IS THE HI-HAT TO BE TIED
 WITH WIRE OR SCREWED/
  
 12E) BOTH THE FLOOR & CEILING JOIST SHOW
 A ANGLE ANCHORED TO THE BLOCK WALL, NO
 INFORMATION AS TO HOW THE ANGLE IS TO BE
  
 ANCHORED?
  
 12F) NO INFORMATION ON THE ANGLE, STEEL
 OR ALUM? SIZE NOR WEIGHT PER FT? PLANS
 ALSO MISS THE CONNECTION BETWEEN THE
 ANGLE AND STEEL JOIST, NO BOLT
 INFORMATION IF WASHERS WILL BE REQUIRED?
 PLANS DO NOT IDENTIFY LOADS TO BE
 RESISTED, UPLIFT, GRAVITY, NOR
 HORIZONTAL LOADS OR COMBINATION OF
 LOADS.
  
 12G) PLANS DO NOT PROVIDE A PROFILE OF
 WINDOWS BUCKS, NOR ATTACHMENT?
 1714.5.4.2 MASONRY, CONCRETE OR OTHER
 STRUCTURAL SUBSTRATE.
 WHERE THE WOOD SHIM OR BUCK THICKNESS IS
 LESS THAN 1 1 / 2 INCHES (38 MM), WINDOW
 AND DOOR ASSEMBLIES SHALL BE ANCHORED
 THROUGH THE MAIN FRAME OR BY JAMB CLIP
 OR SUBFRAME SYSTEM, IN ACCORDANCE WITH
 THE MANUFACTURER?S PUBLISHED
 INSTALLATION INSTRUCTIONS. ANCHORS SHALL
 BE SECURELY FASTENED DIRECTLY INTO THE
 MASONRY, CONCRETE OR OTHER STRUCTURAL
 SUBSTRATE MATERIAL. UNLESS OTHERWISE
 TESTED, BUCKS SHALL EXTEND BEYOND THE
 INTERIOR FACE OF THE WINDOW OR DOOR
 FRAME SUCH THAT FULL SUPPORT OF THE
 FRAME IS PROVIDED. 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.
 WHERE THE WOOD BUCK THICKNESS IS 1 1 / 2
 INCHES (38 MM) OR GREATER, THE BUCK
 SHALL BE SECURELY FASTENED TO TRANSFER
 LOAD TO THE MASONRY, CONCRETE OR OTHER
 STRUCTURAL SUBTRATE AND THE BUCK SHALL
 EXTEND BEYOND THE INTERIOR FACE OF THE
 WINDOW OR DOOR FRAME. WINDOW AND DOOR
 ASSEMBLIES SHALL BE ANCHORED THROUGH THE
 MAIN FRAME OR BY JAMB CLIP OR SUBFRAME
 SYSTEM OR THROUGH THE FLANGE TO THE
 SECURED WOOD BUCK IN ACCORDANCE WITH THE
 MANUFACTURER?S PUBLISHED INSTALLATION
 INSTRUCTIONS. UNLESS OTHERWISE TESTED,
 BUCKS SHALL EXTEND BEYOND THE INTERIOR
 FACE OF THE WINDOW OR DOOR FRAME SUCH
 THAT FULL SUPPORT OF THE FRAME IS
 PROVIDED. 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 ASSEMBLY TO THE
 SECURED WOOD BUCK.
  
 13)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


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