HomeMy WebLinkAbout2157 Nancy Gray Ave - Special Inspections/Engineering - 03/27/2007Excavation/Footing
Inspection
CLIENT: Sequel Homes
2919 Valmont oa Suite 209
Boulder, CO 80301
Attneggy Kelley
Recommended Foun atio7nS�vgte D
CTUTHOMPSON JOB J�10.� D l �l T/ / 2_
DATED r/>
❑ SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF PSF
MINIMUM WIDTH INCHES
FOOTINGS WITH MINIMUM DEADLOAD-y
MAXIMUM SOIL PRESSURE OF - /, DU-V PSF.
MINIMUM DEADLOAD PRESSURE OF � 0120 PSF.
PROVIDE A q INCH VOID BENEATHtG ADE BEAMS
MINIMUM WIDTH _
X P3 �G4o INCHES
❑ GRADE BEAMS AND PADS
MAXIMUM SOIL PRESSURE OF
MINIMUM DEADLOAD PRESSURE OF
PSF.
PSF.
PROVIDE A INCH VOID BENEATH GRADE BEAMS
MINIMUM WIDTH INCHES
Foundation Plan
BY (_TL 7
PLAN NO. /- DATE
WALL FOOTING WIDTH (INCHES) DEPTH 0 (INCHES)
COLUMN PAD A- 19X I (INCHES) DEPTH (INCHES)
COLUMN PAD 2b X Zb (INCHES) DEPTH (INCHES)
REINFORCEMENT AS PER PLAN:
YES ❑ NO ❑ NONE REQUIRED
j4QAT SITE ❑ INSTALLED
Soil Conditions At Footing Level
UPPER LEVE4
nA
LOW R LEVEL
Ground Water Conditions
,B7N-ONE IN EXCAVATION ,q
�IONE ENCOUNTERED IN BORING NO. LTO Zb FEET
❑ ENCOUNTERED AT FEET IN BORING NO.
Remarks:
ADDRESS: `
LOT BLOCK L 2-3
FILING NO. Z JOB NO.
Foundation Layout q
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INDICATES APPROXIMATE DEPTHANIDTH MEASUREMENT LOCATION
Instructions to Contractor
;.IN GENERAL CONFORMANCE WITH PLAN
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
FIELD REPR
REVIEWED BY
PU
1
DATE OF INSPECTION
2
Foundation Wall
Reinforcement Inspection
CLIENT: Sequel Homes
2919 Valmont oa Suite 209
Boulder, CO 80301
Attn: Peggy Kelley
Foundation Pla
BY r. rL ?�'��-
PLAN NO. _� DATE I'P07
Foundation Plan
❑ SPREAD FOOTINGS
,Fg,FOOTINGS WITH MINIMUM DEADLOAD
❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS
DRILLED PIERS INTO BEDROCK
❑ OTHER
CTL/THOMPSON JOB NO. �C>(73Ll7 'S �[ !� DATED 4 -a -Q
WALL ALIGNMENT OFFSET INCHES
Foundation Void
REQUIRED THICKNESS
(] NOT REQUIRED
Reinforcing Steel
GRADE 4 t, BAR SIZE
NO. OF BARS ,g
TOP '2--=K q
BOTTOM 7--*q
VERTICAL I *gyq pa ZE{ � 0 •
HORIZONTAL
Instructions to Contractor
ZIN GENERAL CONFORMANCE WITH PLAN
REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
ADDRESS: �9�
z S7
LOT 7 BLO K r
FILING NO. Z- JOB NO. )-7,OA/ y
Foundation Wall Layout
UFER Ground l Location f UFER Ground
,.LOCATION 4� S� _ ''L ('t't� bQ
❑ NOT INSTALLED
❑ NOT REQUIRED
COMMENT:
Foundation Wall Drain/
Void/Waterproofing Inspection
CLIENT.
Sequel Homes
2919 Valmont Road, Suite 209
Boulder, CO 80301
ADDRESS:
LOT BLOCK 1 /
FILING NO. � JOB NO. `O �Ip
Attn: Peggy Kelley
Foundation Plan
BY
Foundation Type
❑ SPREAD FOOTINGS
❑ DRILLED FRICTION PIERS
0 FOOTING W/MINIMUM
PLAN NO
❑ GRADE BEAMS AND PADS
❑ DRILLED PIERS INTO BEDROCK
❑ OTHER
DEADLOAD �(' ? �+
CTLITHOMPSON JOB NO. ' 0 "C (ZyDATED G "-65
Foundation Void
❑ REQUIRED THICKNESS INCHES
❑ MEASURED THICKNESS INCHES
Foundation Wall Condition
❑ EXPOSED STEEL
❑ SURFACE PROBLEMS (HONEYCOMBING, ETC.)
(IF CHECKED, SHOW LOCATION ON SKETCH)
Recommended Drain Type
0 EXTERIOR ❑ INTERIOR ❑ BELOW FILL ❑ BELOW SLAB
FIG.
INSTALLED PIPE DIAMETER Li INCHES
WALL HEIGHT 1 b /p INCHES
DEPTH -TOP OF WALL TO BOTTOM OF TRENCH 34i1 INCHES
SLAB ON GRADE ❑ STRUCTURAL FLOOR
PIPE INSTALLED ii ti I_�'jj
GRAVEL INSTALLED, NOMINAL SIZE CIZ �
Type of Outlet
M GRAVITY, BELOW SEWER ❑ SUMP PIT
❑ UNDERDRAIN SERVICE CONNECTION VISIBLE (AT STUB)
❑ Foundation Void:
❑ IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
IS Foundation Wall Drain:
VA IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
Foundation Waterproofing:
a IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
❑ Exterior Insulation
MANUFACTURER
HEIGHT
FEET
Foundation Wall Layout
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RECOMMENDED CORRECTIVE PROCEDURE
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FIELD REPRESENTATIV
EWED BY 4- o
DISTANCE BELOW FOUNDATION WALL FEET
DATE OF INSPECTION