HomeMy WebLinkAbout2809 County Fair Ln - Special Inspections/Engineering - 03/11/2004Foundation Wall Drain/
Void/Waterproofing Inspection
CLIENT: Writer Homes
6061 S Willow Drive, Suite 239
Greenwood Village, CO 80111
Foundation Plan
ry j
BY kf l � 9� l�� YLi PLAN NO.
Foundation Type
❑ SPREAD FOOTINGS ❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS ❑ DRILLED PIERS INTO BEDROCK
FOOTING W/MINIMUM ❑ OTHER
DEADLOAD
CTUTHOMPSON JOB NO. 'rG - ZLO 1 DATED i -'Ze -w 7-
Foundation Void
[ REQUIRED THICKNESS A"[ INCHES
MEASURED THICKNESS INCHES
Foundation Wail Condition
❑ EXPOSED STEEL
❑ SURFACE PROBLEMS (HONEYCOMBING, ETC.)
(IF CHECKED, SHOW LOCATION ON SKETCH)
Recommended Drain Type
�& EXTERIOR ❑ INTERIOR
FIG.
INSTALLED PIPE DIAMETER 14 INCHES
WALL HEIGHT -[ 4 INCHES
DEPTH -TOP OF WALL TO BOTTOM OF TRENCH 'S vr. I kTi LJNCHES
SLAB ON GRADE ❑ STRUCTURAL FLOOR
PIPE INSTALLED 1 19
GRAVEL INSTALLED, GRAVEL SIZE j. J
Type of Outlet
/`` GRAVITY, BELOW SEWER ❑ SUMP PIT
❑ UNDERDRAIN SERVICE CONNECTION VISIBLE (AT STUB)
1J Foundation Void:
XIN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
J� Foundation Wall Drain:
IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
Foundation Waterproofing:
I$ IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
❑ Exterior Insulation
MANUFACTURER
HEIGHT
DISTANCE BELOW FOUNDATION WALL
FEET
FEET
CTLITHOMPSON
ADDRE S:
LOT S Ito BLOCK Z a-1
FILING NO. JOB NO. Ct - [ SZ Z
Foundation Wail Layout
t
11
w' too-
- 117,
X
r
RECOMMENDED CORRECTIVE PROCEDURE
FIELD REPRESENTATIVE
REVIEWED BY
1./- Zl,.
DATE OF INSPEC
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