HomeMy WebLinkAbout2651 Autumn Harvest Way - Special Inspections/Engineering - 04/06/2005Foundation Wall Drain/
Void/Waterproofing Inspection
CLIENT: Standard Pacific Homes
Foundation Plan 11 }}
b
BY N, kq,w l s- (ems PLAN NO.
Foundation Type
Ej SPREAD FOOTINGS GRADE BEAMS AND PADS
DRILLED FRICTION PIERS DRILLED PIERS INTO BEDROCK
FOOTING W/MINIMUM Fj OTHER
DEADLOAD
CTLITHOMPSON JOB NO. _fL - 29 3 T DATED _IZ - i f - 0 3
Foundation Void L
REQUIRED THICKNESS— "f INCHES
MEASURED THICKNESS INCHES
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 INCHES
DEPTH -TOP OF WALL TO BOTTOM OF TRENCH Si,_�INCHES
�] SLAB ON GRADE STRUCTURAL FLOOR
PIPE INSTALLED
GRAVEL INSTALLED, NOMINAL SIZE
Type of Outlet
GRAVITY, BELOW SEWER R SUMP PIT
UNDERDRAIN SERVICE CONNECTION VISIBLE (AT STUB)
Foundation Void:
(Lg IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
Foundation Wall Drain:
I-AIN GENERAL CONFORMANCE WITH RECOMMENDATIONS
[]REJECTED
Foundation Waterproofing:
IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
[]REJECTED
u Exterior insulation
MANUFACTURER
HEIGHT --- - -- ------ FEET
DISTANCE BELOW FOUNDATION WALL FEET
1 M NO�.'4A,! O
ADDRESS: �1 +
LOT % BLOCK
FILING NO. JOB NO. F-4 5-/ Z
Foundation Wall Layout
RECOMMENDED CORRECTIVE PROCEDURE
FIELD REPRESENTATIVE
REVIEWED BUY
DATE OF INSPECTION
Excavation/Footing
Inspection
CLIENT:
Standard Pacific Homes
606T S- W1Row Drive, Suite 232_
reenwoo 1 age,---
Attn: Jeff Grainda
Recommended Foundation System
CTLITHOMPSON JOB NO. f"4__-
DATED�_-
❑ SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF _ __- PSF,
MINIMUM WIDTH INCHES
IR FOOTINGS WITH MINIMUM DEADLOAD
MAXIMUM SOIL PRESSURE OF z) •S'~� PSF.
MINIMUM DEADLOAD PRESSURE OF PSF.
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
MINIMUM WIDTH1 L - INCHES
❑ GRADE BEAMS AND PADS
MAXIMUM SOIL PRESSURE OF __- PSF.
MINIMUM DEADLOAD PRESSURE OF PSF.
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
MINIMUM FOOTING WIDTH - INCHES
Foundation PlaAn
BY C 6 4 !, o5
PLAN NO. _- �[�-�j ---- - - --- DATE t/ ^ ! 9 . `aW
---------------------
WALL FOOTING WIDTH - I �(INCHES) DEPTH S5___. (INCHES)
COLUMN PAD'fe_.�a�. �fw■t HES} DEPTH - _ (INCHES)
COLUMN PAD, I , ✓o-O _- (INCHES) DEPTH
REINFORCEMENT AS PER PLAN:
❑ YES ❑ NO X NONE REQUIRED
❑ AT SITE ❑ INSTALLED
Soil Conditions At Footing Level
UPPER LEVEL1.
LOWER LEVEL
Ground Water Conditions
NONE IN EXCAVATION
J NONE ENCOUNTERED IN BORING NO. TO FEET
ENCOUNTERED AT / °'I FEET IN BORING NO. (2 iS_ ?
Remarks:
r K e a a 1, o e w r■ o
ADDRESS: , C/
LOT _ BLOCK
FILING NO. -_ _._ - JOB NO.
INDICATES APPROXIMATE DEPTH/WIDTH MEASUREMENT LOCATION
Instructions to Contractor
IN GENERAL CONFORMANCE WITH PLAN
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
,DO REC�
IFLD REPHESENTATIVE
REVIEWED BY
7 — 7jAU
DATE OF INSPECTION
r'
Foundation Wall
Reinforcement Inspection
JAI
CLIENT: ADDRESS:
Standard Pacific Homes I
r a,�
6061 S_ Willow Drive- Suite 949 S
Greenwnnd Village, nn 80111 LOT ! BLOCK 1 y
Groinri� FILING NO. JOB NO.
Attu* Joff
Foundation Plan s Foundation Wall Layout
Foundation Plan F j
❑ SPREAD FOOTINGS
. i y
FOOTINGS WITH MINIMUM DEADLOAD
❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS 4
❑ DRILLED PIERS INTO BEDROCK 1 ;
❑ OTHER
CTLITHOMPSON JOB NO. /�[ — % DATED
WALL ALIGNMENT OFFSET _ � INCHES
Foundation Void
„
REQUIRED THICKNESS
I�
% INCHES
❑ NOT REQUIRED
Reinforcing
�S+teel
GRADE O
BAR SIZE
NO. OF BA
TOP # -I (
n� ,rR�S u /�j
% .,/
.
BOTTOM
VERTICAL
HORIZONTAL
^A
ff�f A;swcL-4i 4C e-C94 ,
Instructions to Contractor
IN GENERAL CONFORMANCE WITH PLAN
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
k ! f�
x
P
!/✓ �U�If 174o^v�,5
LIFER Ground+Location of UFER Ground
❑ LOCATION
❑ NOT INSTALLED
❑ NOT REQUIRED
c�oMrole�cr: _ �✓ " s cv�s - o%� �C-4_G�t.-��
FIELD PRE�E -- R
f �kt.•4'OD• �.
L 1 p
REVIEWED BY
81 01 ••
DATE OF INSPECTION O •••