HomeMy WebLinkAbout5303 Mill Stone Way - Special Inspections/Engineering - 07/23/2003Foundation Wall Drain/ CTL/THOMPSON, INC.
Void/Waterproofing Inspection CONSULTING LS ENGINEERS
AND MATERIALS ENGINEERS
Writer Homes /�,lc�
CLIENT: 6061 S. Willow Drive Suite 232 ADDRESS: /�"
— Afth. Kurt Kelly LOT BLOCK
FILING NO. JOB NO. A
Foundation Plan
BY �Q �j PLAN NO.
Foundation Type
❑ SPREAD FOOTINGS ❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS ❑ DRILLED PIERS INTO BEDROCK
FOOTING W/MINIMUM ❑ OTHER
DEAD LOAD
CTL/THOMPSON JOB NO.% yam✓ DATED jf C . -074"03
Foundation Void
RE6IUIRED THICKNESS INCHES
>E�;7MEASURED THICKNESS INCHES
Recommended Drain Type
❑ EXTERIOR-�ZINTERIOR
RECOMMENDED DRAIN DETAIL %
INSTALLED PIPE DIAMETER
WALL HEIGHT
INCHES
DEPTH - TOP OF WALL TO BOTTOM OF TRENCH INCHES
����SLAB ON GRADE ❑ STRUCTURAL FLOOR
;f IPEINSTALLED
RAVEL INSTALLED
Type of Outlet
..❑ GRAVITY, EXTERIOR
/GRAVITY. BELOW SEWER'^
❑ SUMP
'foundation Void:
-&IN GENERAL CONFORMANCE WITH PLAN
❑ REJECTED
-;'Foundation Wall Drain:
>�rlN GENERAL CONFORMANCE WITH RECOMMENDATIONS
REJECTED
Fco ndation Waterproofing:
IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE