HomeMy WebLinkAbout2821 Rock Creek Dr - Special Inspections/Engineering - 03/17/2004Foundation Wall Drain/
Void/Waterproofing Inspection
CLIENT. Standard Pacific Homes
6061 S. Willow Drive. Suite 232
Greenwood VillagR SA $n111
Foundation Plan
BY &, r, 4y j ,Z ,.. L t PLAN
Foundation Type
❑ SPREAD FOOTINGS ❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS ❑ DRILLED PIERS INTO BEDROCK
FOOTING W/MINIMUM ❑ OTHER
DEADLOAD
CTLITHOMPSON JOB NO. �L� 2 f `t DATED 1-21 - O 2
Foundation Void r!
REQUIRED THICKNESS INCHES
[� MEASURED THICKNESS INCHES
Foundation Wall Condition
❑ EXPOSED STEEL
❑ SURFACE PROBLEMS (HONEYCOMBING, ETC.)
(IF CHECKED, SHOW LOCATION ON SKETCH)
Recommended Drain Type
9 EXTERIOR ❑ INTERIOR
Y
FIG. D
INSTALLED PIPE DIAMETER INCHES
WALL HEIGHT 92 1 . INCHES
DEPTH -TOP OF WALL TO BOTTOM OF TRENCH NCHES
SLAB ON GRADE ❑ STRUCTURAL FLOOR
PIPE INSTALLED
GRAVEL INSTALLED, GRAVEL SIZE i • `�
Type of Outlet
GRAVITY, BELOW SEWER ❑ SUMP PIT
UNDERDRAIN SERVICE CONNECTION VISIBLE (AT STUB)
�I Foundation Void:
IRIN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
Foundation Wall Drain:
MIN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
ail Foundation Waterproofing:
7` 1*IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
❑ Exterior Insulation
MANUFACTURER
HEIGHT FEET
DISTANCE BELOW FOUNDATION WALL FEET
CTLITHOMPSON
Ir
ADDRESS:
2 2I
LOT y1 BLOCK / O
FILING NO. JOB NO.
Foundation Wall Layout
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RECOMMENDED CORRECTIVE PROCEDURE
REVIEWED BY --
DATE OF INSPECTION vi _ % I&_•"
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