HomeMy WebLinkAbout6244 WESTCHASE RD - SPECIAL INSPECTIONS - 6/4/2003Foundation Wall 6-rain/
Void/Waterproofing Inspection
Ryland Homes
CLIENT: 8100 E. Maplewood Ave., Ste. 100
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PLAN NO.
Foundation Type
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SPREAD FOOTINGS7y_P9T ❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS ❑ DRILLED PIERS INTO BEDROCK
❑ FOOTING W/MINIMUM ❑ OTHER
DEAD LOAD
CTL/THOMPSON JOB NO. I DATED `2 Z
Foundation Void
REQUIRED THICKNESS _
MEASURED THICKNESS
.A)o�
Recommended Drain Type
❑ EXTERIOR AINTERIOR
RECOMMENDED DRAIN DETAIL
FIG. (n
INCHES
INCHES
INSTALLED PIPE DIAMETER _ l " INCHES
WALL HEIGHT INCHES
DEPTH - TOP OF WALL TO INCHES
SLAB ON GRADE ❑ STRUCTURAL FLOOR Cj
PIPE INSTALLED
GRAVEL INSTALLED
Type of Outlet
GRAVITY, EXTERIOR
GRAVITY, BELOW SEWER
SUMP
Foundation Void: /v4 U,
❑ IN GENERAL CONFORMANCE WITH AN
❑ REJECTED
Foundation Wall Drain:
K IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
Foundation Waterproofing:
dxIN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
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CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
ADDRESS:
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LOT BLOCK
FILING NO. JOB NO. FG- ,I
Foundation Wall Layout
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44
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1
RECOMMENDED CORRECTIVE PROCEDURE
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