HomeMy WebLinkAbout5244 Cornerstone Dr - Special Inspections/Engineering - 09/21/2001Excavation/Footing
Inspection
CLIENT: Writer Homes
Recommended Foundation S stem
CTL/THOMP ON JOB NO. Fe--
DATED
❑ SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF
MINIMUM WIDTH
INCHES
FOOTINGS WITH MINIMUM DEAD -LOAD
MAXIMUM SOIL PRESSURE OF 2.000 PSF.
MINIMUM DEAD -LOAD PRESSURE OF sot PSF.
PROVIDE A _INCH VOID BENEATH GRADE BEAMS.
MINIMUM WIDTH 1,j INCHES
❑ GRADE BEAMS AND PADS DESIGNED FOR:
MAXIMUM SOIL PRESSURE OF PSF.
MINIMUM DEAD -LOAD PRESSURE OF PSF.
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
Foundatigo Plan
BY Cob
PLAN NO. 5
WALL FOOTING WIDTH 16 INCHES
COLUMN PAD INCHES
REINFORCEMENT AS PER PLAN:
X YES ❑ NO ❑ NONE REQUIRED
IAT SITE ❑ INSTALLED
o'I Conditi s t Footing Letrel
TORVANE OR VANE SHEAR
DENVER PENETROMETER TEST
Ground Water Conditions
NONE IN EXCAVATION ^ \
NONE ENCOUNTERED I BORING NO. PTO �� FEET
NCOUNTERED AT _FEET IN BORING NO.
emarks:
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
ADDR SS: LOT BLOCK
FILING NO. JOB NO...
Foundation Layout
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Instructions To Contractor
APPROVED
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE