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Permit: T06CM05700

Parcel: 140180700

Inspection Status: Approved

Inspection History: REINFORCED MASONRY PRE-GROUT

Date Description Inspector Results Comments
03/16/2007 REINFORCED MASONRY PRE-GROUT Approved IVRS - Inspection :*
03/06/2007 REINFORCED MASONRY PRE-GROUT Partial Approval IVRS - Inspection :*
NOTE: 12'0" A.F.F.E OK TO GROUT
PROVIDE 30" ABOVE ROOF LINE
30" PARAPET PERPENDICULAR TO ROOF LINE
03/05/2007 REINFORCED MASONRY PRE-GROUT Denied IVRS - Inspection :
See detailed listing on site.| 999*
PROVIDE ACCESSIBILITY TO INSPECT REINFORCED MASONRY IN ACCORDANCE WITH THE SECTION 109.1 OF THE IBC
NOT APPROVED TO GROUT
03/02/2007 REINFORCED MASONRY PRE-GROUT Partial Approval IVRS - Inspection :*
SECOND LIFT 8'0" A.F.F.E -- OK TO GROUT
02/27/2007 REINFORCED MASONRY PRE-GROUT Partial Approval IVRS - Inspection :*
FIRST LIFT 4'0" A.F.F.E OK TO GROUT AND MAINTAIN VERTICALS REBARS ON PLACE 13 #4 REBARS
02/26/2007 REINFORCED MASONRY PRE-GROUT Denied IVRS - Inspection :
See detailed listing on site.| 999*
VERTICAL REBARS ARE NOT PROPER OVERLAP WITH THE REBARS FROM FOUNDATION, OFFSET BARS WIRE TYING VERTICAL STEEL OR BARS TO DOWELS PROJECTING FROM THE FOUNDATION IS SATISFACTORY IF THE DOWELS ARE IN THE CURRENT LOCATION. IF THE FOUNDATION DOWELS ARE MISALIGNED THEY CAN BE BENT MAXIMUM 6". HOWEVER, THE VERTICAL STEEL OR BARS CAN LAP THE DOWELS WITHOUT THE BARS BEING WIRED TOGETHER. IN FACT, THEY CAN BE SEPARATED BY SEVERAL INCHES AND TRANSMIT FORCE BETWEEN THEM. VERIFY CORRECT SPACING 4'0" O.C AND DOWELS OFFSET BARS. NOT APPROVED TO GROUT.