HomeMy WebLinkAbout6915 Ranger Dr - Special Inspections/Engineering - 10/29/2003Foundation Wall
Reinforcement Inspection
CLIENT: Lennar Corporation
do U S. Noma C"Por-atmon
—TL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
ADDRESS:
LOT 3 BLOCK
FILING NO. JOB NO 3
n: a ion f fps, Laulluer i
Foundation Plan
By &460
PLAN NO. wi a 0 S'Q L L 3 Q( 4AGtr
Foundation Type
❑ SPREAD FOOTINGS ON NATURAL SOIL
D FOOTINGS W/ MINIMUM DEADLOAD
❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS
❑ DRILLED PIERS INTO BEDROCK
❑ OTHER
Foundation Void
I71 EaEQUIRED THICKNESS 400 INCHES
❑ NOT REQUIRED
Reinforcinp Steel ` GRADE O BAR SIZE_'
NO. OF BARS
Top_
BOTTOM
VERTICAL
Instr-
uctions To Contractor
Ly'FOUNDATION REINFORCEMENT IN GENERAL CONFORMANCE WITH
PLAN
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
Foundation Wall Layout
LIFER Ground + Location of LIFER Ground
❑ LOCATION
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�.t 1110T INSTALLED
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