HomeMy WebLinkAbout2321 Nancy Gray Ave - Special Inspections/Engineering - 06/21/2007Foundation Wall
Reinforcement Observation
CLIENT:
Sequel Homes
2919 Valmont Road, Suite 209
Boulder. CO 80301
94 • IN
1 N C O R P O R A T Eiilmii
7(316a
ADDRESS: /; t l A
LOT I alJC7-L,�llRBf/OCK 2 t
FILING NO.PROJECT NO.
Attn: Mike Rodriquez
Foundation Plan
BY 0vc P •
PLAN NO DATE _14-neU
Foundation Plan
SPREAD FOOTINGS
14 FOOTINGS WITH MINIMUM DEADLOAD
GRADE BEAMS AND PADS
DRILLED FRICTION PIERS
DRILLED PIERS INTO BEDROCK
OTHER
CTLITHOMPSON- ��rr �f 42 /�
PROJECT NO. 1! DZ J 46 ` DATED
WALL ALIGNMENT OFFSET < ; INCHES
Foundation Vold. �(
REQUIRED THICKNESS —1 INCHES
❑ NOT REQUIRED
Reinforcing Steel
GRADE
( O BAR SIZE icy
NO, OF BARS
TOP
BOTTOM
VERTICAL^
n
L. iN •
HORIZONTAL
9 JO
COUNTERFORT
Instructions to Contractor
X IN GENERAL CONFORMANCE WITH PLAN
REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
Foundation Wall Layout
UFER Ground t Location of UFER Grotind 7
9 LOCATION G; C Wa// Of bg&Me l+ ADrA AUCA corN
NOT INSTALLED
COMMENT:
N/A, ERi�i,L'Ldi
FIELD REPRESENTATIVE v: 'w s v
t Vi
REVIEWED BY
DATE OF OBSERVATION
Foundation Wall Drain/
Void/Waterproofing Inspection
CLIENT: Sequel Homes
Road,2919 Valmont
Suite z-uu
e Rodriquez
Foundation Plan
By G' ! At.�.�'"�. PLAN NO.
Foundation Type
SPREAD FOOTINGS GRADE BEAMS AND PADS
DRILLED FRICTION PIERS ❑ DRILLED PIERS INTO BEDROCK
FOOTING W/MINIMUM OTHER
DEADLOAD
CTLITHOMPSON JOB NO.�i/�% `! � / �"� DATED �? w K ^ a5
Foundation Void
REQUIRED THICKNESS INCHES
ZMEAS U RED THICKNESS ` INCHES
Foundation Wall Condition
EXPOSED STEEL
SURFACE PROBLEMS (HONEYCOMBING; ETC.)
(IF CHECKED, SHOW LOCATION ON SKETCH)
Recommended Drain Type
:jRt EXTERIOR INTERIOR n BELOW FILL BELOW SLAB
FIG. 21
INSTALLED PIPE DIAMETER INCHES
WALL HEIGHT INCHES
DEPTH -TOP OF WALL TO BOTTOM OF TRENCH Z INCHES
SLAB ON GRADE STRUCTURAL FLOOR
PIPE INSTALLED
GRAVEL INSTALLED, NOMINAL SIZE
Type of Outlet
GRAVITY, BELOW SEWER SUMP PIT
❑ UNDERDRAIN SERVICE CONNECTION VISIBLE (AT STUB)
.;Foundation Void:
,;a -IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
REJECTED
Foundation Wall Drain:
JkIN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
Foundation Waterproofing:
,<IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
REJECTED
❑ Exterior Insulation
MANUFACTURER
HEIGHT FEET
DISTANCE BELOW FOUNDATION WALL FEET
CTLITHOMPSON
7014( r
ADDRESS:
LOT Y BL CK
FILING NO. Z JOB NO 6G03
Foundation Wall Layout
RECOMMENDED CORRECTIVE PROCEDURE
Excavation/Footing
Inspection
CLIENT: Sequel Homes
Valmont2919 oa i
Boulder, CO 80301
Attn: Mike Kodriquez
Recommended Foundation ystr
CTL rHOMPSON JOB NO. ``//
DATED
❑ SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF PSF.
MINIMUM WIDTH
INCHES
<FOOTINGS WITH MINIMUM DEADLOAD
MAXIMUM SOIL PRESSURE OF —�T i V PSF.
MINIMUM DEADLOAD P SSURE 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. _ DATE
WALL FOOTING W D TH 1 L (INCHES) DEPTH (INCHES)
COLUMN PAD I� (INCHES) DEPTH � (INCHES)
COLUMN PAD (INCHES) DEPTH (INCHES)
REINFORCEMENT AS PER PLAN:
DYES ❑ NO ❑ NONE REQUIRED
9.AT SITE ❑ INSTALLED
Soil Conditions At Footin Level L
UPPER LEVEL tYA*,,
If It
Ground Water Conditions
.NONE IN EXCAVATION
NONE ENCOUNTERED IN BORING NO. Z TO j� FEET
ENCOUNTERED AT FEET IN BORING NO.
Remarks:
CTL I THOMPSON
7c31.�,
ADDRESS: '
z3
LOT BLOCK 2I
FILING NO. y JOB NO.FG O 3
�/ C-. 04
A INDICATES APPROXIMATE DEPTHANIDTH MEASUREMENT LOCATION
Inptructions to Contractor
iN GENERAL CONFORMANCE WITH PLAN
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE