Plan Review Notes
Plan Review Notes For Permit 06060297
Permit Number 06060297
Review Stop B
Sequence Number 1
Notes
Date Text
2006-06-22 00:00:00BUILDING PLAN REVIEW
 PERMIT: 06060297
 ADD: 2916 S DIXIE HWY
 CONT: TERRA CONSTRUCTION
 TEL: (561)329-7676
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION: DENIED
 --- 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.
  
 1) 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.
 FLORIDA BUILDING CODE/ 2004
 EXISTING BUILDING CODE/ 2004
 CLASSIFICATION OF WORK,
 LEVEL 1,2 OR 3.
 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.
 IS THIS A CHANGE OF OCCUPANCY?
 E) IF AN AUTOMATIC SPRINKLER SYSTEM IS
 PROVIDED, WHETHER THE SPRINKLER
 SYSTEM IS REQUIRED.
 F) ANY SPECIAL STIPULATIONS & CONDITIONS
  
 OF THE BUILDING PERMIT.
  
 2) SHEET A-1 OVERHEAD DOOR INFILL, PLANS
 INDICATE THE USE OF 22 GA. STEEL STUDS.
 THIS GAUGE STUDS ARE FOR INTERIOR USE
 ONLY. STRUCTURAL GAUGE FRAMING IS 18
 GAUGE AND HEAVIER.ASTM C955 LOAD BEARING
 STEEL STUDS, TABLE 22506.2.
  
 3) SAME DETAIL INDICATES THE USE OF
 PLYWOOD SHEATHING, SEE 2304.11.2.5 WOOD
 SIDING.
 CLEARANCE BETWEEN WOOD SIDING AND EARTH
 ON THE EXTERIOR OF A BUILDING SHALL NOT
 BE LESS THAN 6 INCHES (152 MM) EXCEPT
 WHERE SIDING, SHEATHING AND WALL FRAMING
 ARE OF NATURALLY DURABLE OR
 PRESERVATIVE-TREATED WOOD .
 2304.9.5 FASTENERS IN PRESERVATIVE
 TREATED AND FIRE-RETARDANT-TREATED WOOD
 . FASTENERS FOR PRESERVATIVE TREATED AND
 FIRE-RETARDANT-TREATED WOOD SHALL BE OF
 HOT-DIPPED ZINC-COATED GALVANIZED STEEL,
 STAINLESS STEEL, SILICON BRONZE OR
 COPPER. FASTENINGS FOR WOOD FOUNDATIONS
 SHALL BE AS REQUIRED IN AF&PA TECHNICAL
 REPORT NO. 7.
  
 4) OFFICE DOOR(A) MISSING 18" CLEARENCE
 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.
  
 5) UNISEX RESTROOM DOOR:11-4.22.2 DOORS.
  
 (1)ALL DOORS TO ACCESSIBLE TOILET
 ROOMS SHALL COMPLY WITH SECTION 11-4.13
 . DOORS SHALL NOT SWING INTO THE CLEAR
 FLOOR SPACE REQUIRED FOR ANY
 FIXTURE.11-4.19.3 CLEAR FLOOR SPACE.
 A CLEAR FLOOR SPACE 30 INCHES BY 48
 INCHES (760 MM BY 1219 MM) COMPLYING
 WITH SECTION 11-4.2.4 SHALL BE PROVIDED
 IN FRONT OF A LAVATORY TO ALLOW FORWARD
 APPROACH. SUCH CLEAR FLOOR SPACE SHALL
 ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE
 AND SHALL EXTEND A MAXIMUM OF 19 INCHES
 (485 MM) UNDERNEATH THE LAVATORY (SEE
 FIGURE 11-32 ).
  
 6) SHOWER: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.
  
 7) EXISTING ENTRY DOORS APPEAR TO BE
 APPROXIMATELY 2'-0" WIDE.ONE ENTRANCE
 HAS STAIRS, DOES THE OTHER ENTRANCE HAVE
 AN ACCESSIBLE ENTRANCE SINGLE DOOR 3'-0"
 WIDE?
 11-4.1.6(2) DUTY TO PROVIDE AN
 ACCESSIBLE PATH OF TRAVEL TO ALTERED
 AREAS SHALL BE DEEMED DISPROPORTIONATE
 TO THE OVERALL ALTERATION WHEN THE COST
 EXCEEDS 20 % OF THE COST OF THE ALTERA-
 TION TO THE PRIMARY FUNCTION AREA.
 (A)(I) AN ACCESSIBLE ENTRANCE
 (II) AN ACCESSIBLE ROUTE
 (III) AT LEAST ONE ACCESSIBLE REST-
 ROOM FOR EACH SEX OR A SINGLE
 UNISEX RESTROOM
 (IIII) ACCESSIBLE TELEPHONE
 (IV) ELEMENTS SUCH AS PARKING, STOR-
 AGE OR ALARMS.
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026


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