HomeMy WebLinkAbout2751 Autumn Harvest Way - Special Inspections/Engineering - 07/10/2003Foundation Wall .grain/
Void/Waterproofing Inspection
CLIENT: Writer Homes
6061 S. Willow Drive, Suite 232
Greenwood1 age, GO 30111
Foundation Plan Jj�
BY ua+ Ajar-' s"a I L PLAN NO.
Foundation Type
❑ SPREAD FOOTINGS
❑ DRILLED FRICTION PIERS
FOOTING W/MINIMUM
DEAD LOAD
❑ GRADE BEAMS AND PADS
❑ DRILLED PIERS INTO BEDROCK
❑ OTHER
CTL/THOMPSON JOB NO. I"6-ZS R ? DATED 1 Za - o '�)
Foundation Void
X REQUIRED THICKNESS _ INCHES
Pq MEASURED THICKNESS INCHES
Recommended Drain Type
❑ EXTERIOR 9INTERIOR
RECOMMENDED DRAIN DETAIL
FIG.
INSTALLED PIPE DIAMETER INCHES
DEPTH - TOP OF WALL TO BOTTOM OF TRENCH -' TO INCHES
Z SLAB ON GRADE ❑ STRUCTURAL FLOOR
Type of Outlet
❑ GRAVITY, EXTERIOR
GRAVITY, BELOW SEWER
SUMP
Foundation Void:
1K IN GENERAL CONFORMANCE WITH PLAN
❑ REJECTED
Foundation Wall Drain:
14 IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
Foundation Waterproofing:
�IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
REJECTED
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
ADDRESS: FA.r G
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WdAj-
LOT !S BLOCK 14,
FILING NO. JOBNO. r/,_ t5tZ
Foundation Wall layout
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RECOMMENDED CORRECTIVE PROCEDURE
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