Plan Review Notes
Plan Review Notes For Permit 02050549
Permit Number 02050549
Review Stop R
Sequence Number 1
Notes
Date Text
2002-06-13 00:00:00THE PLANS ARE NOT CLEAR.SHEET 1 OF 6
 INDICATES SEVERAL SECTIONS MARKED
 VARIOUSLY AS A B C 2/1, ETC. AND ARE
 NOWHERE TO BE FOUND ON THE PLANS.
  
 SHEET 1 OF 6 DECLARES DESIGN FOR LOADS
 FOR THE ROOF.WHAT ABOUT THE REST OF
 THE BUILDING?IS THE 1.8 INTERNAL
 PRESSURECOEFFICIENT A TYPO?HOW WAS IT
 DERIVED?
  
 DESIGN PRESSURES ARE SHOWN ONLY ON THE
 GARAGE DOORS.SHOW THE PRESSURES FOR
 THE OTHER OPENINGS AS WELL.
  
 THE SECOND FLOOR SHOWS SHEAR WALLS IN
 ONLY ONE QUADRANT.HOW ARE FORCES FROM
 OTHER DIRECTIONS RESISTED?PROVIDE A
 SPECIFIC DESIGN AND CALCULATIONS
 DEMONSTRATING COMPLIANCE WITH FBC 2313.
  
 ROOF NOTE #8 CITES NAILING FOR ZONES "C"
 AND "SE" WHERE ARE THEY DEFINED?
  
 SHEET 2 OF 6 SHOWS TWO DIFFERENT FOOTING
 TYPES, 2 AND 9.SHOW HOW THE
 TRANSITION WILL BE ACCOMPLISHED.
  
 SHOW THE CONTINUOUS CONNECTION/LOAD PATH
 FOR THE "7 1/2 POSTS".ADJUST THE 3
 2X4 POST NOTE ON THE FOUNDATION PLAN AS
 NECESSARY.
  
 PROVIDE THE REINFORCED MASONRY DESIGN
 CRITERIA FROM ACI 530.SEE FBC 2103.1.
  
 SHEETS A AND B.PROVIDE SPECIIC
 RELEVANCE TO SHEETS 1 THROUGH 6, SEE
 FBC 104.2.
  
 THE GLAZED HAND AND GUARD RAILS DO NOT
 APPEAR TO COMPLY WITH FBC 2405.5,
 PROVIDE ADDITIONAL DETAILS AND
 CALCULATIONS.
  
 THE 2000 PSI GROUT STRENGTH IS SOMEWHAT
 LESS THAN THE 3200 PSI STRENGTH CALLED
 FOR FASTENERS TO BE USED IN THE SHUTTER
 AND WINDOW ATTACHMENTS. PLEASE REVISE
 ACCORDINGLY.
  
 THE MIAMI-DADE #99-0429.01 GENERAL
 PRODUCTS DOOR NOTICE OF ACCEPTANCE IS
 EXPIRED
  
 WHICH SHUTTER OR WHAT COMBINATION OF
 EASTERN METALS AND AMERICAN SHUTTER
 SYSTEMS WILL BE USED?THE AMERICAN
 SHUTTER DRAWING DOES NOT SHOW AN EDGE
 DISTANCE FOR THE FASTENERS.
  
  
 SBCCI REPORT 2139, SPECIFY WHICH DOORS
 WILL BE USED.


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