HomeMy WebLinkAbout6156 Carmichael St - Special Inspections/Engineering - 03/17/2004Excavation/Footid.
Inspection
CLIENT.. Ryland Homes
8100 E. Maplewood .,
Ste. 100
Greenwood Village, CO 80111
Recommended Foundation System
CTVTHOMPSON JOB NO. b �" Z 0 `r
DATED it - 2( a I
SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF
PSF.
MINIMUM WIDTH d `
INCHES
❑ FOOTINGS WITH MINIMUM DEADLOAD
MAXIMUM SOIL PRESSURE OF
PSF.
MINIMUM DEADLOAD PRESSURE OF
PSF.
PROVIDE A INCH VOID BENEATH GRADE BEAMS
MINIMUM WIDTH
INCHES
❑ GRADE BEAMS AND PADS
MAXIMUM SOIL PRESSURE OF
PSF.
MINIMUM DEADLOAD PRESSURE OF
PSF.
PROVIDE A INCH VOID BENEATH GRADE BEAMS
MINIMUM WIDTH
INCHES
Foundation Plan
BY
PLAN NO. -1 L O' DATE
WALL FOOTING WIDTH 5.,., HES) DEPTH S
(INCHES)
COLUMN PAD i1 X S1. (INCHES) DEPTH f 11-
(INCHES)
COLUMN PAD 'q k A (INCHES) DEPTH / %
(INCHES)
REINFORCEMENT AS PER PLAN:
n YES ❑ NO ❑ NONE REQUIRED
F AT SITE ❑ INSTALLED
Soil Conditions At Footing Level
UPPER LEVEL G ITf S_ �.,,..�y 6r-9w—
LOWER LEVEL G[Tj s i "&-u
l
Ground Water Conditions
NONE IN EXCAVATION
❑ NONE ENCOUNTERED IN BORING NO. TO FEET
® ENCOUNTERED AT FEET IN BORING NO.
Remarks:
JTL I THOMPSON
ADDRESS:
�V i �d G
LOT ( BLOCK
FILING NO. JOB NO. (2- "ZZ- $"{
I2
A
r ,
INDICATES APPROXIMATE DEPTH/WIDTH MEASUREMENT LOCATION
Instructions to Contractor
j- IN GENERAL CONFORMANCE WITH PLAN
r❑I REJECTED
RE
OMMENDED CORRECTIVE PROCEDURE
A='i,
a.� Z `r`
fa
w 101F413�71AR w-
101 ON
�G��W011