Plan Review Notes
Plan Review Notes For Permit 03081544
Permit Number 03081544
Review Stop B
Sequence Number 1
Notes
Date Text
2003-10-24 00:00:00THIS BUILDING WILL BE AN R1 OCCUPANCY
 AND IS REQUIRED TO BE DESIGNED, SIGNED,
 SEALED AND DATED BY A FLORIDA
 REGISTERED ARCHCITECT OR ENGINEER.THE
 ENGINEER SENG-CHAI TAN DECLARES
 STRUCTURAL RESPONSIBILITY ONLY.THE
 REMAINDER OF THE DESIGNMUST BE BY AN
 ARCHITECT OR ENGINEER ALSO.
  
 THIS BUILDING WILL BE LOCATED IN THE
 DESIGNATED FIRE DISTRICT AND MUST
 COMPLY WITH FBC F102.2.5, AS AMENDED BY
 THE CITY,WHICH REQUIRES TWO STORY
 BUILDINGS TO BE ONE HOUR PROTECTED
 UNLESS, FIRE SPRINKLERED THROUGH OUT
 OR OF TYPE III CONSTRUCTION.PLEASE
 REVISE AS NECESSARY.
  
 THE WINDOW BUCKS ON SHEET A1 MUST COMPLY
 WITH FBC 1707.4.4.
  
 FBC TABLE 600 REQUIRES A TWO HOUR FIRE
 RATED EXTERIOR WALL WHEN LOCATED FROM
 THREE TO TEN FEET OF A COMMON OR
 ASSUMED PROPERTY LINE, AND FBC
 705.1.1.2 REQUIRES PROTECTED OPENINGS.
 THE EAST AND WEST ELEVATIONS ARE
 SUBJECT TO THIS.
  
 SHOW HOW THE EXISTING BUILDING TO THE
 EAST WILL COMPLY WITH TABLE 600 AND THE
 ASSUMED PROPERTY LINE.SEE FBC 504.
 SEE ALSO FBC 1006.2.2 FOR THE EXTERIOR
 STAIR EXPOSURE ALLOWANCE.
  
 PLEASE PROVIDE A SITE PLAN WITH
 TOPOGRAPHIC INFORMATION SO THAT
 HANDICAP SITE ACCESSIBILITLY MAY BE
 DETERMINED.
  
 THE WINDOWS, DOORS AND ANY OTHER
 OPENINGS IN THE TEN FEET PRESCRIBED
 AREA FOR THE STAIRS AS NOTED INFBC
 1006.2.4 MUST BE PROTECTED.
  
 SHEET A2.PLEASE CLARIFY THE
 REINFORCEMENT SCHEDULE FOR THE F2 PADS
 WITH 4 #5'S VERTICAL.
  
 HOW WILL THE WOOD COLUMNS CONNECT TO
 THE PADS?ABOVE OR BELOW GRADE?
  
 ENGINEER, PLEASE CLARIFY THE COLUMN
 SCHEDULE AS TO 8X12 BLOCK 8X8 BLOCK,
 ETC.ARE THESE IN FACT COLUMNS OR
 REINFORCED MASONRY?SEE ACI 530-99 AND
 PROVIDE THE REQUISITE SPECIFICATIONS
 AND DETAILS.SHOW THE DELEGATED
 ENGINEERING REQUIREMENTS FOR THE ROOF
 AND FLOOR TRUSSES.
  
 SHEET A5, SEE FBC 1608.2 FOR THE
 MINIMUM STRUCTURAL DESIGN CRITERIA FOR
 HAND AND GUARD RAILS.
  
 THE STAIR RISE AND RUN DOESN'T COMPLY
 WITH FBC 1007.3.ALSO, SHOW A
 CONSTRUCTIONDETAIL, INCLUDING
 FASTENERS, FOUNDATION AND DESIGN LOADS
 FOR THE STAIRS,
 BALCONIES, ETC.
  
 SHOW THE ATTIC ACCESS AND VENTILATION AS
 PROVIDED FOR IN FBC 2309.6 AND 2309.7.
  
 SHOW THE STAIR AND HAND RAIL DETAILS FOR
 THE FRONT PORCH, (SOUTH ELEVATION).
  
 HOW WILL THE HANDICAP TOILETS ON THE
 NORTH SIDE BE ACCESSED?THE PORCH IS
 SHOWN 20" ABOVE THE SURROUNDING GRADE.
  
 PLEASE PROVIDE THE FIRE DESIGN NUMBER
 FOR THE RATED WALLS, FLOORS, ROOF AND
 COLUMN ASSEMBLIES TOGETHER WITH THE
 METHOD OF PENETRATION PROTECTION.SEE
 FBC 104.2 AND FBC 701.
  
 SHEET A5 SEC AA, WHAT IS THE SPACING
 FOR THE 3/4" BOLT THROUGH THE 2-2X8'S?
  
 THE ENERGY CODE DECLARES R30 CEILING
 INSULATION NOT SHOWN ON THE PLANS.
 PLEASE REVISE AS NECESSARY.
  
 SEE FBC 13-600.3 FOR THE REQUIREMENT OF
 AN ARCHITECT OR ENGINEER TO SIGN AND
 SEAL THE ENERGY CODE AND INCORPORATE
 THEM INTO THE PLANS AND SPECIFICATIONS.
  
 SHOW THE DRAFTSTOPPING IN ACCORDANCE
 WITH FBC 2305.2.2.
  
 BEFORE A PERMIT TO CONSTRUCT MAY BE
 ISSUED IMPACT FEES MUST BE PAID TO THE
 COUNTY, THE PERMIT PLANS STAMPED BY
 THAT OFFICE AND A COPY OF THE PAID
 RECEIPT ATTACHED TO THE PERMIT
 APPLICATION.CALL 561-233-5025 FOR
 MORE INFORMATION.


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