HomeMy WebLinkAbout2327 Nancy Gray Ave - Special Inspections/Engineering - 06/21/2007Foundation Wall
Reinforcement Observation
CLIENT:
Sequel Homes
2919 Valmont Road, Suite 209
Boulder CO 80301
CTL I THOMPSON�
b� D3163
ADDRESS:
O/!
LOT _ _S BLOCK eL
FILING NO.PROJECT NO. ��,j615/
Attn: Mike Rodri uez
Foundation Plan
BY `
PLAN NO. .,7F %�y DATE �(-
Foundation Plan
❑ SPREAD FOOTINGS
® FOOTINGS WITH MINIMUM DEADLOAD
❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS
❑ DRILLED PIERS INTO BEDROCK
❑ OTHER
CTLITHOMPSON n
PROJECT NO.. Y _ O DATED.-/,,S
WALL ALIGNMENT OFFSET < INCHES
Foundation Void /�
REQUIRED THICKNESS J INCHES
❑ NOT REQUIRED
Reinforcing Steel
GRADE _- �(J BAR SIZE /
NO. OF BARS`..
TOP
BOTTOM �}
VERTICALAr
HORIZONTAL �' 3Q',
COUNTERFORT_ %AjC
Instructions to Contractor
AIN GENERAL CONFORMANCE WITH PLAN
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
Foundation Wall Layout
OF
9
❑ Nur INSTALLED
' e
Excavation/Footing
Inspection
CLIENT:
Sequel Homes
a mon oa ui
ou er,
n: j e o nquez
Recommended Foundation System
CTL(THOMPSON JOB NO. _£Cb 3 Z!sLp-s - /ZO
DATED 4 - 4 - n C
❑ SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF
PSF.
MINIMUM WIDTH INCHES
,,FOOTINGS WITH MINIMUM DEADLOAD
MAXIMUM SOIL PRESSURE OF Z2 D
PSF.
MINIMUM DEADLOAD PRESSURE OF -7 7
PSF.
PROVIDE A '-I 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
Foundation Plan
INCHES
BY
PLAN NO. _ DATE
WALL FOOTING WIDTH/ 6 (INCHES) DEPTH
(INCHES)
�p�q
COLUMN PADA- 2-@/' ' -� NCHES) DEPTH Z y y
- / (INCHES)
COLUMN PAD (INCHES) DEPTH
(INCHES)
REINFORCEMENT AS PER PLAN:
YES ❑ NO ❑ NONE REQUIRED
+RATSITE ❑ INSTALLED
Soil Conditions At Footing Level A
UPPER LEVEL
w
CTLITNOMPSON
ADDRESS:
S
L
LOT BLOCK Z i
FILING NO. JOB NO. ff 03/,/y
Foundation Layout
A INDICATES APPROXIMATE DEPTH/WIDTH MEASUREMENT LOCATION
Instructions to Contractor
y GENERAL CONFORMANCE WITH PLAN
❑ REJECTED
LOWER LEVEL RECOMMENDED CORRECTIVE PROCEDURE
Ground Water Conditions
a ONE IN EXCAVATION
NONE ENCOUNTERED IN BORING NO. TO FEET
❑ ENCOUNTERED AT FEET IN BORING NO.
Remarks:
Foundation Wall Drain/
Void/Waterproofing Inspection
CLIENT. Sequel Homes
r
riquez
Foundation PPPlanr
BY C ! / 7 PLAN NO.
Foundation Type
SPREAD FOOTINGS GRADE BEAMS AND PADS
DRILLED FRICTION PIERS DRILLED PIERS INTO BEDROCK
FOOTING W/MINIMUM OTHER
DEADLOAD /�q ,,qq
CTLITHOMPSON JOB NO. F6 a '�-Z'9 DATED
ry
Foundation Void
<-REQUIREDTHICKNESS. //y INCHES
MEASURED THICKNESS / INCHES
Foundation Wall Condition
EXPOSED STEEL
SURFACEPROBLEMS(HONEYCOMBING ETC
(IF CHECKED, SHOW LOCATION ON SKETCH)
Recommended Drain Type
EXTERIOR INTERIOR BELOW FILL
BELOW SLAB
FIG.
INSTALLED PIPE DIAMETER
INCHES
WALL HEIGHT
INCHES
DEPTH -TOP OF WALL TO BOTTOM OF TRENCH
INCHES
e;J$LAB ON GRADE 0 STRUCTURAL FLOOR
IPE INSTALLED d
GRAVEL INSTALLED, NOMINAL SIZE __Ir
Type of Outlet GRAVITY. BELOW BELOW SEWER -SUMP PIT
❑ UNDERDRAIN SERVICE -CONNECTION -VISIBLE (AT STUB)
Foundation Void:
CKIN GENERAL CONFORMANCE WITH RECOMMENDATIONS
REJECTED
foundation Wall Drain:
-RIIN GENERAL CONFORMANCE WITH RECOMMENDATIONS
REJECTED
A Foundation Waterproofing:
�IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
REJECTED
❑ Exterior Insulation
MANUFACTURER
HEIGHT FEET
DISTANCE BELOW FOUNDATION WALL - FEET
yft
IF CTLITHOMPSON
R A } :• O
ADDRESS
2
LOT �'•' BLOCK
FILING NO. Z' JOB NO.r_t�3bl
IV
RECOMMENDED CORRECTIVE PROCEDURE