HomeMy WebLinkAbout2208 Chandler St - Special Inspections/Engineering - 08/29/2003Foundation Wall
Reinforcement Inspection
CLIENT: Ryland Homes
8100 E. Maplewood .,
Village, Ste. iee
CO 80111
Attn:
Mr. Bob Shearer
Foundation lan,
By aSyr d S-SaA-A,67
PLAN NO. 30J :! cwaS %I�O. 3 ,2,':
Foundation Type
('91SPREAD FOOTINGS ON NATURAL SOIL
FOOTINGS W/ MINIMUM DEADLOAD
❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS
❑ DRILLED PIERS INTO BEDROCK
❑ OTHER
Foundation Void
❑ REQUIRED THICKNESS
NOT REQUIRED
Reinforcing Steel
GRADE '6 BAR SIZE
NO. OF BARS
TOP 3! CST
BOTTOM
VERTICAL
INCHES
Ins uctions To Contractor
FOUNDATION REINFORCEMENT IN GENERAL CONFORMANCE WITH
PLAN
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
^ND MATERL,LS ENGINEERS
ADDRESS:
j,si G�
J100 .tf,
LOT BLOCK
FILING NO. JOB NO.. B
Foundation Wall Layout
Comment: i oL S /w cze-
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w
Excavation/Footing
Inspection
CLIENT: Ryland Homes
8100 E. Maplewood .,
Village, Ste. 100
Greenwood
CO 80111
Attn: Mr. Bob Shearer
Recommended Foundation System
CTL/THOMPSON JOB NO. i t i 2
DATED I 1s: ` OZ
SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF UOD PSF.
MINIMUM WIDTH A 1 INCHES
❑ FOOTINGS WITH MINIMUM DEAD -LOAD
MAXIMUM SOIL PRESSURE OF
MINIMUM DEAD -LOAD PRESSURE OF PSF.
PROVIDE A INCH VOID BENEATH GRADE BEAMS,
MINIMUM WIDTH
❑ GRADE BEAMS AND PADS DESIGNED FOR:
MAXIMUM SOIL PRESSURE OF
MINIMUM DEAD -LOAD PRESSURE OF
PROVIDE A
Foundation Plan
BY 4f-by-.1a,
PLAN NO. "71 S
INCHES
VOID BENEATH GRADE BEAMS.
WALL FOOTING WIDTH Nt INCHES
COLUMN PAD W K�0 , LFS�Z� , ' YP P
REINFORCEMENT AS PER PLAN:
KYFS ❑ NO ❑ NONE REQUIRED
❑ AT SITE &< INSTALLED
Soil Conditibhs At Footing Level
TORVANE OR VANE SHEAR
DENVER PENETROMETER TEST
Ground Water Conditions
05-NONE IN EXCAVATION
❑ NONE ENCOUNTERED IN BORING NO. TO FEET
&ENCOUNTERED AT _FEET IN BORING NO. L2�2
Remarks:
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
ADDRESS:
22
LOT BLOCK 2.
FILING NO JOB NO L�
Foundation Layout
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Instructions To Contractor
-ARPROVED
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
:WED BY
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