HomeMy WebLinkAbout310 Toronto St - Special Inspections/Engineering - 07/14/2011a. l oktla
Excavation/Footing
Observation
CLIENT: LLC•
Encore Homes,
1218 West Suite
_ ............._..__............_._.In SOr,
"INWU =8Z
ADDRESS:
A�
LOT - — . _ BLOCK -
FILING NO. .-- -- _ PROJECT NO.'4e-'0_......�1...
Attn: Ms. Debra Rogers
Recommended Foundation System
CTLITHOMPSON PROJECT NO. �S ✓70 �G?ly
DATED
❑ SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF .-____._ .............................................
PSF.
MINIMUM WIDTH..____ ....... ..._........... ..............................................................
_.. INCHES
FOOTINGS WITH MINIMUM DEADLOAD r �r
MAXIMUM SOIL PRESSURE OF
MINIMUM DEADLOAD PRESSURE OF_
PSF
PROVIDE A _ _ _ INCH VOID BENEATH G DE BEAMS
MINIMUM WIDTH_ .................1d �Q�_3I► }p C M V
INCHES
❑ GRADE BEAMS AND PADS 1
MAXIMUM SOIL PRESSURE OF .,_.._..................... ...........____......_.
MINIMUM DEADLOAD PRESSURE OF ............................ ___.._.
.__.__.. PSF.
PROVIDE A ,_.. INCH VOID BENEATH GRADE BEAMS
MINIMUM WIDTH __. _................. ..J._..............................._.___�
INCHES
Foundation Plan
BY CftL r ,
PLAN NO. :!—CQ S'S 61 '�_ DATE _ - 3
140 11
WALL FOOTING WIDTH (INCHES) DEPTH
(INCHES)
'COLUMN PA.r�+K�1s4 , (INCHES) DEPTH ...................... ........................
_ (INCHES)
COLUMN PAD ._,............................ (INCHES) DEPTH
(INCHES)
R NFORCEMENT AS PER PLAN:
ES ❑ NO 0 NONE REQUIRED
AT SITE ❑ INSTALLED
Soil Conditions At Footing Level
UPPER LEVEL dAJ i S--4kt 106 .
_...........__...........................................
LOWER LEVEL
Ground Water Conditions
0 NONE IN EXCAVATION
❑ NONE ENCOUNTERED IN BORING NO. _ ....... _................... TO ... _................. , Y,V.. FEET
[� ENCOUNTERED AT .,, $ FEET IN BORING NO TI*4 -1-3
Remarks:
�F A? Qa '1 x Z 6 X t — ____..._._..
JS ao " x sa " ,( ) Q "
Pet „ SP62 i A# 5 p
Foundation Layout
•
PSF.
�4
1
•
t t
PSF. 4 I
1�
t
,a
l •
1
I cv r ev�'- .
♦ INDICATES APPROXIMATE DEPTHIWIDTH MEASUREMENT LOCATION
instructions to Contractor
FOOTING IN GENERAL CONFORMANCE WITH PLAN
FOOTING REJECTED
IACONDmONS IN EXCAVATION AS ANTICIPATED
❑ CONDITIONS IN EXCAVATION NOT AS ANTICIPATED, CONTACT
GEOTECHNICAL ENGINEER
RECOMMENDED CORRECTIVE PROCEDURE
gN � OVLV-)
Foundation Wall
Reinforcement Observation
CLIENT. Encore Homes, LLC.
1218 West ui
Windsor,
s. Debra Rogers
FoundationPlan
BY s f�
PLAN NO ..z0 6.F DATE...~....3......�..............
Foundation Plan
❑ SPREAD FOOTINGS
�] FOOTINGS WITH MINIMUM DEADLOAD
[� GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS
DRILLED PIERS INTO BEDROCK
❑ OTHER .... _, u. __..__ ..........._............._ ..._
CTLITHOMPSON
PROJECT NO. -4.u?S3ir�. OI'�L�/Zed DATED .3.-_4.J...'...._ I1
WALL ALIGNMENT OFFSET INCHES
Foundation Void
REOUIRED THICKNESS _....._......................................................... INCHES
[� NOT REOUIRED
Instructions to Contractor
IN GENERAL CONFORMANCE WITH PLAN
[� REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
S'Rdr- 'os p
CTLITHOMPSON
ADDRESS:
. _. _. ,(� .
_.
146 T�� �fIv............ : f............. ..... _.......__...........................
._.
LOT -? ............ BLOCK ..
FILING NO. PROJECT NO. � C3 z.6 _
Foundation Wall Layout
LIFER Ground t Lncation of LIFER Ground
(� LOCATION J3 ' %es ;7Df4 iwe"�F z.61--47 .�
❑ NOT INSTALLED yacc.
COMMENT:
Foundation Wall Drain/
voi aterproo#in bservation
CLIENT Encore Homes, LLC.
..................
es s , u to
or,
ADDRESS;
�J,b ti rac
LOT._.......... ._........ BLOCK_,.. . ...................
FILING NO..........................................................PROJECT NO J `"r3 i .11-7 z%
n: s. era ogers
Foundation Plan
BY . _... _._ _........_. _ PLAN NO
Foundation Type
Q SPREAD FOOTINGS
❑ GRADE BEAMS AND PADS
[ j DRILLED FRICTION PIERS
❑ DRILLED PIERS INTO BEDROCK
FOOTING W.'MINIMUM
OTHER _._ . .._ . _._._.._._...
DEADLOAD
���,//,�,, v�� _ 2��� '�,� I�t�
CTLITHIOMPSON PROJECT W-0I53 Q•aq.-�ATED r�-& ?b "!
Foundation Void
® REQUIRED THICKNESS_
INCHES
MEASURED THICKNESS..................................................................._....
_. _ INCHES
Foundation Wall Condition
EXPOSED STEEL
(� SURFACE PROBLEMS (HONEYCOMBING, ETC.)
(IF CHECKED, SHOW LOCATION ON SKETCH)
Recommended Drain Type
EXTERIOR n INTERIOR
FIG.
INSTALLED PIPE DIAMETER
WALL HEIGHT
DEPTH -TOP OF WALL TO BOTTOM OF TRENCH. -
SLAB ON GRADE I7 STRUCTURAL FLOOR
Cj PIPE INSTALLED
GRAVEL INSTALLED, GRAVEL SIZE
Type of Outlet
[a GRAVITY, BELOW SEWER ❑ SUMP PIT
UNDERDRAIN SERVICE CONNECTION VISIBLE (AT STUB)
Foundation Void:
IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
REJECTED
El Foundation Wall Drain:
n IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
[] REJECTED
Foundation Waterproofing:
MIN GENERAL CONFORMANCE WITH RECOMMENDATIONS
[]REJECTED
Exterior Insulation
MANUFACTURER
HEIGHT ..___._..._.. .__. . _. FEET
DISTANCE BELOW FOUNDATION WALL FEET
5AftA400 0
�yod.,� v
INCHES
INCHES
INCHES
Foundation Wall Layout
Gf.,,jL
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1 0� QY� ► ti � ' f
RECOMM NDED CORRECTIVE PROCEDURE
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