HomeMy WebLinkAbout2533 Rock Creek Dr - Special Inspections/Engineering - 02/10/2006Excavation/Footir,,j CTLITHOMPSON
Inspection
A
CLIENT:
ADDRESS -
Standard Pacific Homes
6061S.- 1166 1
Willow Drive, Suite 232
Greenwood Village, CO 801 if ROC 6"ez-11,
LOT BLOCK
Attn: Jeff Grainda FILING NO, JOB NO,
Recommended Foundation S stem
Foundation Layout
CTLITHOMPSON JOB NO. K
DATED [9 - 15-
❑ SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF PSF.
MINIMUM WIDTH
2
F
INCHES
&FOOTINGS
/
FI
WITH MINIMUM DEADLOAD
6
MAXIMUM SOIL PRESSURE OF ,,6 0_0 PSF.
MINIMUM DEADLOAD PRESSURE OF pSF.
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
i
XT
MINIMUM WIDTH
INCHES
❑ GRADE BEAMS AND PADS
MAXIMUM SOIL PRESSURE OF PSF.
MINIMUM
DEADLOAD PRESSURE OF pSF.
PROVIDE -----,INCH VOID BENEATH GRADE BEAMS.
MINIMUM FOOTING
WIDTH
Foundation Plan
BY OC j'r
PLAN NO. C DATE
WALL FOOTING WIDTH /V/ (INCHES) DEPTH (INCHES)
COLUMN PAD 12 of -f (INCHES) DEPTH (INCHES)
COLUMN PAD
(INCHES) DEPTH (INCHES)
REINFORCEMENTAS PER PLAN:
YES Fj NO Cj tJONE REQUIRED
AT SITE [I INSTALLED
Soil '_3onditiors At Footing L Vel
A INDICATES APPROXIMATE DEPTHIWIDTH MEASUREMENT LOCATION
UPPER LEVEL 91
Mstructions to Contractor
IN GENERAL
17,0-0�4�4 / �A z**
CONFORMANCE WITH PLAIN
-
[:1,9EJFECTFD
LOWER LEVEL (� j V - -
REOCNIMENDED CORRECTIVE PROCEDURE
I�
Ground Water Conditions
X NONE IN EXCAVATION
❑ NONE ENCOUNTERED IN BORING NO TO FEET
ENCOUNTERED AT FEET IN BORING NO. L )L
Remarks:
F !EL0 HEPRESENTATIVE
REVIEWED By
DATE OF INSPECTION
Foundation Wall
Reinforcement Inspection
CLIENT: Standard Pacific Homes
6061 S.- Willow Driyp SSuite 232
Greenwood VillageLCO 80111
ttn.--------------------
Jeff Greinda -
CTLITHOMPSON
ADDRESS:
FILING NO. _ ; _
JOB NO �G-o � 4--
Foundation Plan
BY ����G
Foundation Wall Layo t
PLAN NO.
-�_
DATE C"
Foundation Plan
❑ SPREAD FOOTINGS
L"FOOTINGS WITH MINIMUM DEADLOAD
f
❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS
❑ DRILLED PIERS INTO BEDROCK
❑ OTHER
CTL/THOMPSON JOB NO.
WALL ALIGNMENT
DATED_1� } }
OFFSET
Foundation Void
INCHES
5�<EQUIRED THICKNESS
❑ NOT REQUIRED
INCHES
+ j
Reinforcing Steel
i
GRADE 0_ BAR SIZE
7 _
NO. OF BARS
TOPZ.
BOTTOM_ 1SL/ CGit/T'
VERTICAL _v/ 7
,
HORIZONTAL Ot Lf ,es Q►G
Instructions to Contractor
-- ---
GENERAL CONFORMANCE WITH PLAN
UFER Ground * Location of UFER Ground
❑ REJECTED
❑ LOCATION
RECOMMENDED CORRECTIVE PROCEDURE
L�OIOOT INSTALLED
❑ NOT REQUIRED
COMMENT: W--1 J�(�f Z t� f/ L✓J�/¢j� �L/L[_
en-----
xei
TIC - rn
------------
EVtEWED 8Y
DATE OF INSPECTION
Foundation Wall L. ain/
Void/Waterproofing Inspection
CLIENT. Standard Pacific Homes
606 S, Willow Drive-, SuIW232-----
----- - Gre®nwooctVMage; Co gg-ti-'t
Attn:-Jefi'-6ralilda------------- __-----
i' N@ Q■ P Q■ 4, i■ a
ADDRESS:
-
LOT - --- ZfL-- -- BLOCK.-- 3' -----
FILING NO. _
-------JOB NO. -
Foundation Plan
BY �'
_ PLAN NO.
Foundation Type
❑ SPREAD FOOTINGS ❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS ❑ DRILLED PIERS INTO BEDROCK
FOOTING WA 1NIMUM OTHER
DEADLOAD
CTLITHOMPSON JOB NO. - DATED
Foundation Void
1.REQUIRED THICKNESS_ .M_ INCHES
EASURED THICKNESS r! _INCHES
Foundation Wall Condition
EXPOSED STEEL
F1 SURFACE PROBLEMS (HONEYCOMBING, ETC.)
(IF CHECKED, SHOW LOCATION ON SKETCH)
Recommended Drain Type
IN EXTERIOR ❑ INTERIOR ❑ BELOW FILL ❑ BELOW SLAB
FIG.
INSTALLED PIPE DIAMETER ly__ INCHES
WALL HEIGHT _
--1�--------- _ INCHES
DEPTH -TOP OF WALL TO BOTTOM OF TRENCH �Q�-1 pZ % - INCHES
C, 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:
IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
[� REJECTED
Foundation Wall Drain:
�IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
REJECTED
Foundation Waterproofing:
XIN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
MANUFACTURER
HEIGHT FEET
DISTANCE BELOW FOUNDATION WALL _ FEET
Foundation Wall Layout
1
1
r
i �f7r
C i8
,fefrCC_
RECOMMENDED CORRECTIVE PROCEDURE
1
J
FIEL REPRESENTATIVE
1'
1
r
REVIEWED BY
a - 3 -nz L o�
DATE OF INSPECTION