HomeMy WebLinkAbout5115 Stillwater Creek Dr - Correspondence/Engineering - 01/18/2001 (2)Excavation/Footing CTL/THOMPSON, INC.
Inspection CONSULTING GEOTECHNICAL
III������ AND MATERIALS ENGINEERS
CLIENT: ADDRESS:
The Writer Corporation 54 efley by010fC r
Northern Colorado Division W4 r r fi 6 G
5285 McWhinney Blvd, Ste 100 LOT !a' l3 BLOCK --�—
Loveland. Colorado 805AR FILING NO. JOB NO. C^ 1319
A}tn- Mr- Kan Gruen
Recommended Foundation Syst m
CTLJTHOMPSON JOB NO. 7 C - I a
DATED- _--. Ia -J3- e'y
❑ SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF
MINIMUM'WIDTH -
INCHES
FOOTINGS WITH MINIMUM DEAD -LOAD
MAXIMUM SOIL PRESSURE OF air �� PSF.
MINIMUM DEAD -LOAD PRESSURE OF $OO PSF.
PROVIDE A N INCH VOID BENEATH GRADE BEAMS.
MINIMUM WIDTH I ;t INCHES
❑ GRADE BEAMS AND PADS DESIGNED FOR:
MAXIMUM SOIL PRESSURE OF
MINIMUM DEAD -LOAD PRESSURE OF PSF.
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
Foundation Plan
BY .
PLAN NO. h
WALL FOOTING WIDTH I INCHES
COLUMN PAD INCHES
REINFORCEMENT AS PER PLAN:
is YES ❑ NO ❑ NONE REQUIRED
® AT SITE ❑ INSTALLED
Soil Conditio s At Footing Lev
�
on
TORVANEORVANE SHEAR
_
DENVER PENETROMETER TEST
Ground Water Conditions
NONE IN EXCAVATION
❑ NONE ENCOUNTERED IN BORING NO. TO FEET
❑ ENCOUNTERED AT FEET IN BORING NO.
Remarks:
Foundation Layout
5'fi 11 Wstry
Instructions To Contractor
8 APPROVED
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
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