HomeMy WebLinkAbout3051 Sage Creek Rd - Correspondence - 02/13/2001 (3)Excavation/Footing
Inspection
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James Company
Att.- Mr- Rnntt Hnfmpq--..
Recommended FoundatiSystem C
CTL/THOMPSON JOB NO.
DATED
SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF a' ISrD PSF.
MINIMUM WIDTH % L INCHES
❑ FOOTINGS WITH MINIMUM DEAD -LOAD
MAXIMUM SOIL PRESSURE OF
MINIMUM DEAD -LOAD PRESSURE OF
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
MINIMUM WIDTH
❑ GRADE BEAMS AND PADS DESIGNED FOR:
MAXIMUM SOIL PRESSURE OF
MINIMUM DEAD -LOAD PRESSURE OF -
INCHES
PROVIDE A INCH VOID BENEATH GRADE BEAMS,
Foundation Pla
BY 1' e.�6 0' H
PLAN NO.
WALL FOOTING WIDTH 16 INCHES
COLUMN FAD 2I �4L INCHES
REINFORCEMENT AS PER PLAN:
❑ YES ❑ NO ❑ NONE REQUIRED
Z,ATSTTE ❑ INSTALLED
Soil onditions At Footing Level14
9
X Lp
TORVANE OR VANE SHEAR _
DENVER PENETROMETER TEST
Ground Water Conditions
9NONE IN EXCAVATION
'NONE ENCOUNTERED IN BORING NO.rLL-TO Z S FEET
❑ ENCOUNTERED AT FEET IN BORING NO.
Remarks:
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
ADDRESS:
Ci
LOT I BLOCK
FILING NO. JOB NO.
Foundation Layout
Innsl
aAPPROVED
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE