Plan Review Notes
Plan Review Notes For Permit 03051572
Permit Number 03051572
Review Stop B
Sequence Number 1
Notes
Date Text
2003-05-30 00:00:00BUILDING DENIED
  
 1) A RECORDED COPY OF THE NOTICE OF
 COMMENCEMENT MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 2)PROVIDE (2) CURRENT AND COMPLETE
 COPIES OF SBCCI OR METRO-DADE PRODUCT
 APPROVALS FOR:
 - EXTERIOR WINDOWS
 - EXTERIOR DOORS
 - OVERHEAD GARAGE DOOR
  
 3) THE FBC 1606.1.4 REQUIRES GLAZED
 OPENINGS IN WINDBOURNE DEBRIS REGIONS TO
 BE IMPACT RESISTANT OR PROTECTED WITH
 IMPACT RESISTANT COVERINGS.
 PROVIDE (2) PRODUCT APPROVALS, KEY
 PLANS AND INSTALLATION SCHEDULES
 INDICATING THE SPECIFIC TYPES OF ANCHORS
 TO BE USED FOR STORM PANELS.
  
 4)FL. BLD CODE 1606.1.7 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.
  
 5) SPECIFY THE INSULATION FOR THE WALLS
 AND ATTIC OF THE HABITABLE SPACE. FBC
 CHAPTER 13 REQUIRES THE COMPONENTS BEING
 REPLACED OR RETROFITTED TO COMPLY WITH
 ENERGY CODE.
  
 6) OPENINGS FROM A GARAGE DIRECTLY INTO
 A ROOM USED FOR SLEEPING PURPOSES IS NOT
 PERMITED PER FBC 411.2.8.
  
 7) INDICATE THE POSITIVE AND NEGATIVE
 DESIGN WIND PRESSURES FOR THE NEW DOOR
 THAT WAS DRAWN IN.
  
 8) ITEMS THAT WERE ADDED (DRAWN IN) TO
 THE PLANS ARE REQUIRED TO BY INITIALED
 AND DATED BY THE DESIGNER OF RECORD.
  
 9) INDICATE ON THE PLAN THAT ADEQUATE
 SUBSTRATE WILL BE PROVIDED FOR THE
 ATTACHMENT OF THE HURRICANE PANELS.
  
 10) REVIEW PLANS FOR SHEARWALL
 COMPLIANCE PER FBC 2313. SPECIFY THE
 NAIL SIZE AND SPACING FOR SHEAR WALL
 PANELS PER FBC 2310.4.
  
 11) IF WIRE MESH IS USED IN THE SLAB IT
 IS REQUIRED TO BE SUPPORTED ON APPROVED
 MATERIAL AT A MAXIMUM OF THREE FEET O.C.
 PER FBC 1909.3.
  
 12) THE NAIL SPACING FOR THE ROOF
 SHEATHING HAS 6" THROUGHOUT IN ONE NOTE
 AND 4"EDGES & 6" IN THE FIELD IN ANOTHER
 PLEASE CORRECT.
  
 13) SPECIFY THAT A 3"X3" WASHER IS
 REQUIRED ON THE 1/2" ANCHOR BOLTS.
  
 14) SPECIFY THE CONNECTOR THAT WILL BE
 USED TO ATTACH THE BOTTOM PLATE TO THE
 STUDS IN ORDER TO CREATE A CONTINOUS
 LOAD PATH FROM THE ROOF TO FOUNDATION
 PER FBC 1606.1.3.
  
 15) THE UPLIFT VALUE IN THE TRUSS ANCHOR
 SCHEDULE FOR THE (2) HTS-20 CONNECTORS
 IS INCORRECT. THE VALUE SHOULD BE 2900#
 (1450# EACH STRAP) PER 2003 SIMPSON
 CATALOG.
  
 16) NOTES UNDER WOOD FRAME CONSTRUCTION
 ON SHEET 1 SPECIFIES 8D COMMON OR HOT
 DIPPED GAL. NAILS AND NOTE ON SHEET 8
 CALLS FOR 8D RING SHANK NAILS FOR ROOF
 SHEATHING ATTACHMENT. PLEASE CLARIFY.
  
 17) PLEASE CLARIFY IF THE 3" SCREEN VENT
 AT THE SOFFIT IS CONTINOUS.
  
 18) SHEETS 2 THROUGH 7 OF THE DRAWINGS
 ARE MISSING. PLEASE CLARIFY.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714


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