HomeMy WebLinkAbout341 Toronto St - Special Inspections/Engineering - 06/21/2012Excavation/Footing
Observation
CLIENT:
Encore Homes, LLC.
- (2 es s Suite _.....
Windsor, CU 1JU55U—
ttn: Nis. Debra Rogers...---
--
Recommended Foundation System /-
CTLITHOM?SON PROJECT NO._� _.O!(o ,!�
DATED_ -..__. ..._- .......... ......__...
❑ SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF _ _ . PSE
MINIMUM WIDTH,____ INCHES
FOOTINGS
MAXI`U 7 SOIL OAD
PRESSURE O
MINIMUM DEADLOAD PRjESSURE OF SOU PSF.
PROVIDE A ____ __ __ INCH VOID�BlE��NEA/TH GR DE BEAMS
MINIMUIvi WIDTH ,__0 !�X_f�a INCHES
❑ GRADE BEAMS AND PADS
MAXIMUM SOIL PRESSURE OF
MINIMUM DEADLOAD PRESSURE OF, . ................... PSE
PROVIDE A _ _ INCH VOID BENEA H GRADE BEAMS
MINIMUM WIDTH _... . _—....., _._.... INCHES
Foundation
!P�lan t�^t ( �!
BY -LGt(Iti ruLtI.0 iQ
PLAN NO. -U ..S.3T-y , C.i i/Z„ DATE
WALL FOOTING VVIDTH %G • 2 L _ (INCHES) DEPTH _-_ (INCHES)
COLUMN PADA YU0 (INCHES) DEPTH _'F (INCHES)
COLUMN PAD (INCHES) DEPTH (INCHES)
REINFORCEMENT AS PER PLAN
1%YES (] ND ❑ NONE REQUIRED
�tAT SITE ❑ INSTALLED
Soil Conditions/ At Footing Level
UPPER LEVEL (� Q.a,/ t $L1M.d t,![{,J✓:1
LOWER LEVEL __... __.. _....� ...
Ground Water Conditions
J NONE IN EXCAVATION
:-!NONE ENCOUNTERED IN BORING NO. ,_..........................'"" FEET
X ENCOUNTERED AT l_ _ FEET IN BORING NO. 411.y .5
Remarks:
CTLIT OMPSON
ADDRESS / f� F ��
31T _t�ayrv�t2 �7�zca
LOT..._.__ _._�..3._.... . .................... il!OCK
..._.._ _ . ...... ..... ......
_3T�_�Qo
Foundation Layout t
PSF.
i
i
PSE
f
1
e;
WqX*l Vo i b T6�
a
IS -
I
® INDICATES APPROXIMATE DEPTH/WIDTH MEASUREMENT LOCATION
Instructions to Contractor
FOOTING IN GENERAL CONFORMANCE WITH PLAN
n FOOTING REJECTED
CONDITIONS IN EXCAVATION AS ANTICIPATED
CONDITIONS IN EXCAVATION NOT AS ANTICIPATED CONTACT
GEOTECHNICAL ENGINEER
RECOMMENDED CORRECTIVE PROCEDURE
�
__._.___...__M._. __
OF OBSERVATION
Foundation Wall
Reinforcement Observ-it
CLIENT, Encore Homes, LLC.
Ash, suite
WWMo—r, CD-8U55U--
Attn: M—s:- era R—ogers------
Foundation Plan
BY C T(' -
PLAN NO. F(( DATE
Foundation Plan
E] SPREAD FOOTINGS
5j FOOTINGS WITH MINIMUM DEADLOAD
E] GRADE BEAMS AND PADS
[:] DRILLED FRICTION PIERS
F-1 DRILLED PIERS INTO BEDROCK
f—I OTHER
CTUTHOMPSON
PROJECT NO. —17--LP f3
DATED
WALL ALIGNMENT OFFSET o-I INCHES
Foundation Vold
Rs REQUIRED THICKNESS --INCHES
El NOT REQUIRED
Reinforcing Steel Lf
GRADE BAR SIZE
NO. OF BARS
TOP
CTLITHOMPSON
71 T e 1177
ADDRESS
LOT BLOCK '7
FILING NO PROJECT NO
Foundation Wall Layout
BOTTOM
VERTICAL 0'A Id Ar�e e
HORIZONTAL NA
COUNTER50RT . ... ... . ..... . .... . .... .... ... . ... .. UFER Ground 41 Location of LIFER Ground
LOCATION-9 0-id 0_f/v MAYV00'a L-0 I/
Instructions to Contractor (D-Z x f—
R IN r-_wAA1 C7(1NPnPIK4Ak1rO L�.TW Of A&I (3 NOT INSTALLED C eld ('C' I
b/ I U- '
W UAM 4.1-
OF OBSERVATION
'�Sl ON N\,
N
t '�' �f �� ;! ♦ i
CLIENT _.............� ADDRESS
Encore Homes, LLC
west As !96ite A._...
Windsor, CO 80550 ---------
-- -- -- ??
. -... . _1.... _. . ._ 6-0(
I
_.._. -._ __. ._.. FILING NO PROJECT NO ,C_ _ Y �_. �� Z.-Q +
Attn. Ms._ Debra Roger._.__._s
Foundation Plan
BY................... ........._.._........... PLAN NO _.
Foundation Type
SPREAD FOOTINGS l l GRADE BEAMS AND PADS
DRILLED FRICTION PIER. ] ORILLEO piERS INi CI BEDROCK
FOOTING WrMINIMUM El OTHER
DEAC`LOAD--
CTL[THOMPSOAf PROJEGT F 0f" cd 3to` DAI I'u e q %�. C.-I
Foundation Void
REQUIRED THICKNESS__ _
yI MEASURED THICKNESS
Foundation Wall Condition
EXPOSED STEEL
E] SURFACE PROBLEMS (HONEYCOMBING, ETC)
— (IF CHECKED SHOW LOCATION ON SKETCH)
Recommended Drain Type
EXTERIOR [-rNTERtOR
FIG.
INSTALLED PIPE DIAMETER I't'..._.
WALE HEIGHT
DEPTH -TOP OF WALL TO 607-IOM OF TRENCH
SLAB ON GRADE [� Si'RUCTURAL FLOOR
__ PIPE INSTALLED
GRAVEL INSTALLED, GRAVEL SIZE
Type of Outlet
C..._I GRAVITY. BELOW SE:^iER "SUMP PIT
UNDERORAIN SERVICE CONNECTION VISIBLE (AT STUB)
Foundation Void:
IN GENERAL CONFORMANCE WITH RECOMMENDAJ ONS
j_ REJECTED
Foundation Wall Drain:
IC'iN GENERAL CONFORMANCE WITH RECOMIVIENOA.NONS
REJECTED
Foundation Waterproofing:
*N GENERAL CONFORMANCE WITH RECOMME-N:..ATION'.
REJECTED
O Exterior Insulation
MANUFACTURER
HEIGHT ..._ I:_T
y ... ..
DISTANCE BELOW FOUNDS ON WALL rE�r
INCHES
INCHES
N HES
INCHES
INCHES
Foundation Wall Layout
j Uvunf6 S-�✓PeY
RECOMMENDED COHRECTIVE PROCEDURE
' V peA. i
r. '� .......... __.a
. IELD Fit-PH`SEN A7.
H1•
4
DATE Oi-')RSFAR-