HomeMy WebLinkAbout5227 Mill Stone Way - Special Inspections/Engineering - 07/14/2003Excavation/Footing
Inspection
CLIENT: Writer Homes
n: Kurt -Kelly
Recommended Foundanon System
CTL/THOMPSON JOB N�O^, I'l�� Z 5!9 :1
DATED �� [ESL 0!?_5
❑ SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF
MINIMUM WIDTH INCHES
FOOTINGS WITH MINIMUM DEAD -LOAD
MAXIMUM SOIL PRESSURE OF 3�C11J PSF.
MINIMUM DEAD -LOAD PRESSURE OF �(n d PSF.
PROVIDE A �� INCH VOID BENEATH GRADE BEAMS.
MINIMUM WIDTH 11/) 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 -
Bv
PLAN NO.
WALL FOOTING WIDTH lip" b4j2jr INCHES
COLUMN PAD A- 70X ZOX I 'd1---AX&XXINCHES
REINFORCEMENT AS PER PLAN:
YES ❑ NO ❑ NONE REQUIRED
AT SITE [ kINSTALLED
soilLF
f ditions At Footing Level
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CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
ADDRES
WOUA
LOT 05 , BLOCK
FILING NO. JOB NO.r I
Foundation Layout
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structions To Contractor
APPROVED
REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
IN
TORVANE OR VANE SHEAR PSF,
DENVER PENETROMETER TEST
Ground Water Conditions
NONE IN EXCAVATION
NONE ENCOUNTERED IN BORING NO. TO FEET
ENCOUNTERED AT IL f FEET IN BORING NO. i. ,�i��iltn O0,F;F�/S\
emarks: V, L ASTER' TF�
FIELD REPRESENTATIVE
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REVIE ED BY • i/1
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DATE OFINSPECTION •••�,�..� G\
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