HomeMy WebLinkAbout2939 Ruff Way - Special Inspections/Engineering - 08/21/2003 (2)Foundation Wall drain/
Void/Waterproofing Inspection
Writer Homes
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
CLIENT: 6061 S. Willow Drive, Suite 232 ADDRESS-
YtrvtgI Aftn. Kurt Kelly
LOT 41 , BLOCK `ZfJ
FILING NO. JOB NO. r—C - 15
Foundation Plan j
BYMo f if&-Awt. PLAN NO.
Foundation Type
❑ SPREAD FOOTINGS ❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS ❑ DRILLED PIERS INTO BEDROCK
X FOOTING W/MINIMUM ❑ OTHER
DEAD LOAD
CTL/THOMPSON JOB NO. f Z- 1 77Z DATED 5-
Foundation Void
REQUIRED THICKNESS `t INCHES
MEASURED THICKNESS 4 INCHES
Recommended Drain Type
EXTERIOR ❑ INTERIOR
RECOMMENDED DRAIN DETAIL, �7
FIG. /
INSTALLED PIPE DIAMETER A'P INCHES
WALL HEIGHT ei G '�IINCHES
DEPTH - TOP OF WALL TO BOTTOM OF TRENCH 15 , '944 JINCHES
b§SLAB ON GRADE ❑ STRUCTURAL FLOOR
PIPE INSTALLED
GRAVEL INSTALLED
Type of Outlet
❑ GRAVITY, EXTERIOR
GRAVITY, BELOW SEWER
❑ SUMP
j Foundation Void:
I IN GENERAL CONFORMANCE WITH PLAN
❑ REJECTED
Foundation Wall Drain:
❑ IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
REJECTED
1oundation Waterproofing:
R"GENERAL CONFORMANCE WITH RECOMMENDATIONS
REJECTED
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Foundation Wall Layout
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RECOMMENDED CORRECTIVE PROCEDURE
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