HomeMy WebLinkAbout2208 Trestle Rd - Special Inspections/Engineering - 05/31/2007Foundation Wall
Reinforcement Inspection
CLIENT: `
Sequel Homes
a coonRoad, Suite
Boulder,
CTL I THOMPSON
ADDRESS:
zZOF—
LOT 1 BLOCK Z �✓
FILING NO. Z JOB NO f7603
Attn: MIKe Rodriquez
Foundation Plan
BY h
PLAN NO. G DATE J 2- 0 /
Foundation Plan
❑ SPREAD FOOTINGS
FOOTINGS WITH MINIMUM DEADLOAD
❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS
❑ DRILLED PIERS INTO BEDROCK
❑ OTHER r� p
CTL/THOMPSON JOB NO. l- G 0 � T ' � � � DATED b � � '� 5
WALL ALIGNMENT OFFSET INCHES
Foundation Void
L�LREQUIRED THICKNESS
❑ NOT REQUIRED
Reinforcing Steel
7i
GRADE d7 (/ BAR SIZE
NO. OF BARS
TOP
BOTTOM Z
VERTICAL n d
HORIZONTAL
Instructions to Contractor
,RrIN GENERAL CONFORMANCE WITH PLAN
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
Foundation Wall Layout
UFER Ground+Locati n of U�
QGrroun
LOCATION A ' E &
❑ NOT INSTALLED
❑ NOT REQUIRED
COMMENT:
t'
FIELD EPRE ENTATI^VE
R VIEWED BY r -
DATE OF INSPECTION �'
Excavation/Footing
Inspection
CLIENT: Sequel Homes
ul
Boulder, CO 80301
Attn: Mike Kodriquez
Recommended Foundation 7System�/ /
CTL/THOMPSO JOB/J�O. y�57C, � J qO lZO
DATED 'f7 "!/ S
❑ SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF
MINIMUM WIDTH
PSF.
INCHES
FOOTINGS WITH MINIMUM DEADLOAD 77
MAXIMUM SOIL PRESSURE OF S. Oy p PSF.
MINIMUM DEADLOAD PRESSURE OF / 0 ,P V PSF.
PROVIDEA & // INCH �VO)IID,,,, BENEATH �13TDE BEAMS
MINIMUM WIDTH / D ( PJLOU I O X a INCHES
❑ GRADE BEAMS AND PADS
MAXIMUM SOIL PRESSURE OF PSF.
MINIMUM DEADLOAD PRESSURE OF
PROVIDE A
MINIMUM WIDTH
Foundation Plan
BY G- T-G- f
PSF.
INCH VOID BENEATH GRADE BEAMS
INCHES
PLAN NO. ° _ F DATE -Z x '0
WALL FOOTINGWIDTH d (INCHES) DEPTH (INCHES)
COLUMN PAD fQ 1 i94Z (INCHES) DEPTH ly (INCHES)
COLUMN PAD '�(INCHES) DEPTH _Z t,� (INCHES)
REINFORCEMENT AS PER PLAN:
R YES ❑ NO ❑ NONE REOUIRED
KAT SITE ❑ INSTALLED
Soil Conditions At Footing evel t
UPPER LEVEL
OEM
Ground Water Conditions
;NONE IN EXCAVATION
NONE ENCOUNTERED IN BORING NO. O �_ FEET
❑ ENCOUNTERED AT FEET IN BORING NO.
Remarks:
CTL I THOMPSON
ADDRESS:
2 woe
LOT BLOCK �i S �/
FILING NO. JOB NO. Ar a?61y
Foundation Layout
INDICATES APPROXIMATE DEPTH/WIDTH MEASUREMENT LOCATION
Instructions to Contractor
IN GENERAL CONFORMANCE WITH PLAN
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
_r
FIELD REPRESENTATIVE
'A' e/(/•
REVIEWED BY - ^r
DATE OF INSPECTION --'
A)
Foundation Wall Drain/
Void/Waterproofing Inspection
CLIENT: Sequel Homes
Boulder, CO 80301
Attn:
MIKe Rodriquez
Foundatigo�j19 Plan,,,
BY L / h' (�P, PLAN NO.
Foundation Type
❑ SPREAD FOOTINGS ❑ GRADE BEAMS AND PADS
F-1 DRILLED FRICTION PIERS ❑ DRILLED PIERS INTO BEDROCK
,V I FOOTING W/MINIMUM ❑ OTHER
DEADLOAD �± /
CTLITHOMPSON JOB NO. 1 e'er% _/,7 " DATED y/9
Foundation Void
IKREQUIRED THICKNESS INCHES
JR MEASUREDTHICKNESSINCHES
Foundation Wall Condition
❑ EXPOSED STEEL
❑ SURFACE PROBLEMS (HONEYCOMBING, ETC.)
(IF CHECKED, SHOW LOCATION ON SKETCH)
Recommended Drain Type
EXTERIOR ❑ INTERIOR ❑ BELOW FILL ❑ BELOW SLAB
FIG.
INSTALLED PIPE DIAMETER INCHES
WALL HEIGHT 1 INCHES
DEPTH -TOP OF WALL TO BOTTOM OF TRENCH Z&Z% INCHES
4SLAB ON GRADE [-]STRUCTURAL FLOOR
PIPE INSTALLED u�
y<GRAVEL INSTALLED, NOMINAL SIZE
Type of Outlet
JKGRAVrrY, BELOW SEWER ❑ SUMP PIT
❑ UNDERDRAIN SERVICE CONNECTION VISIBLE (AT STUB)
XFqundation Void:
Z GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
Foundation Wall Drain:
XN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
Fou�ndation Waterproofing:
2,IN%GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
❑ Exterior Insulation
MANUFACTURER
HEIGHT FEET
DISTANCE BELOW FOUNDATION WALL FEET
R P 0 R A T E D
ADDRESS:
z-z-o
LOT -BLOCK
Z
FILING NO. Z JOB NO.
�G 7.36
Foundation Wall Layout
� �L
RECOMMENDED CORRECTIVE PROCEDURE
FIELD REPRE ENTATIV
C
REVIEWED BY
S' 2
DATE OF INSPECTION