HomeMy WebLinkAbout2745 County Fair Ln - Special Inspections/Engineering - 11/10/2003 (2)Excavation/Footing
Inspection
CLIENT: Writer Homes
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Recommended Foundation System
CTL/THDATED
Jp75 b17
DATED � / dC
❑ SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF PSF.
MINIMUM WIDTH INCHES
OOTINGS WITH MINIMUM DEAD-LOAD
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%%%%%% MAXIMUM SOIL PRESSURE OF 2
�p�/�/ PSF.
MINIMUM DEAD-L D PRESSURE OF I 09 PSF.
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
MINIMUM WIDTH 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.
Foundation Plan
BY ( C''P-i2.
PLAN NO. z Lihill I VV^jN w%A3%__
WALL FOOTING WIDTH (% INCHES
COLUMN PAD 22i& 5(� r INCHES
REINFORCEMENT AS PER PLAN:
YES ❑ NO ❑ NONE REQUIRED
AT SITE ❑ INSTALLED
o Conditions At Footing Level
TORVANE OR VANE SHEAR PSF.
DENVER PENETROMETER TEST
Ground Water Conditions
ONE IN EXCAVATION
NONE ENCOUNTERED IN BORING NO01 TO FEET
ENCOUNTERED AT JEET IN BORING NO.
Remarks:
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
ADDRESS:
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LOTj BLOCK ZA
Fu iNa Kin inR Kin
Foundation Layout
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I structions To Contractor
APPROVED
REJECTED
RECOMMENDED CORRECTIVE PROCEDURE