HomeMy WebLinkAbout420 BANNOCK ST - DISCLOSURES - 11/6/2012Foundation Wall CTLiTHOMPSON
Reinforcement Observation
CLIENT Encore Homes, LLC.
A 1) D R E Sn.
--1218 WeM X h-1-Su'-ff-eW
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LOT 'BSOCK
FILING NO. PROJLCT NO . . . ..... ....
Attn. Ms.DebraRogers
Foundation PlanT1
Foundation Wall Layout
BY
PLAN NO. DATE
Foundation Plan
SPREAD F007NGS
L'f_`OOT1NGC WITH MININWNI DEADLOAD
[] GRACE BEAMS AND PADS
DRILLED FRICTION PIERS
DRILLED PIERS INTO BEDROCK
OTHER
CTLITHOMPSON
PROJECT NO.
'WALL ALIGNMENT OFFSET
Foundation Void
REQUIRED THICKNESS . .......
IES
NOT REQUIRED
Reinforcing Steel
GRADE BAR SIZE
NO OF BARS
TOP �
BOTTOM-- .......
VERTICAL
HORIZONTAL
-- - - ------ ___
COUNTERFORT
_1 UFER Ground 4 Location of UFER Ground
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Instructions to Contractor
L NOT oF
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U�-�NGENERAL CONFORMANCE WITH PLAN
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REJECTED
COMMENT
RECOMMENDED CORRECTIVE PROCEDURE
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6�EVIEVVE0 BY
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Observation
CENT
Encore Homes, LLC.
1-11-8 WesfAihlsuffie A
Windsor, CO-90550
Attn: Ms. Debra Rogers
Recommended Foundation System
C T U rHOIMPSON PFi0JE.T NQ NCO 5�,?c
CA' ED -2
I- SPREAD FOK)TINGS
MAXItAUM SOIL PRESSURE OF PSF
MINI UM WIDTH INCHES
� OTINGS WITH, P.4INiMUN: DEADLOAD
MAXIMUM SOIL 1`9ESEUP - OF 0
MiN!,',AU%I D'"AD.-IIAD PRES
SURE RE OF PSF
PRO VID,F A IND! VOID BPJ•_ATH qRAOF REA%IS
M1Nj510f,..j V'-J,r)TH L o I
__:NCpFS
GRADE BEAV.S AND PADS
t,1AXINILIM ;'.OIL PRESSURE OF ?SF
MUM,IiM DEAD IAO PRESSURE OF -PSF
PROVIDE A INCH VOID BENEAT, I GRADE BEAMS,
fAMMIUM k,11,1.DrH
i,'4FS
Foundation Plan
PLAN NO. E-(U I
...... ... . 310 DATE
tj'Ai 5
FOOTING WIDTH firiCHES) DEPTH
r4 C -3 L U %4 N PAD 3 (0 N C H E S) D EEE P TH . . .... ..... (INCHES)
COLUMN PAD,_q±!_J, qL% "rNCHES) DEPTH ;INCHES)
REINPORLE"'LNT AS PER PLAN
I NONE REQUIRED X[ YES ID N 0 L_
!Xi AT SITE INSTALLED
Soil Conditions At Footing Level
UPPER LEVEL r
LOWER LEVEL
Ground Water Conditions
"ej NONE!N EXCAVATION
NONE ENCOUNTERED IN BORP4G NO M F F. 7
ENCOUNTERED AT FEET IN 8 .... ..... ..... .. F 'OR G N(.,1
Remarks:
IPA CTUTHOMPSO
LOT G7 . ... ... B-OCK 4
FANG I*' PR0jE(TN-_'_
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A INDICATES A PP R 0 X 1 MA T E C F P T H 1141 P T I - I N1 E A, SL R L M EN I L 0 " AT 10 N
Instructions to Contractor
7,1700 NC !N ("R*HAL C-,O',J=ORI,4ANr_F P..-'
FOOTING RE.JLC I F D
XGONDITIC;NS IN EX--AVAcIOfIA_ANT :GIPATED
i
COP Ui TONS IN EX(,AVA. ION NOT AS ANT]C:FAT. ED. CONTACT
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GEO i L.f,;, IN:GAL ENGINEER
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I ;M�ERV,, NON
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CLIENT
Encore Homes, LLC
1218 West Ash, Suite A
Windsor, CO 80550
Will, ills ill'i 171,11
66 �ot'prlq
ADDR
LOT 13LOI K
FILING NJO P O'ECT N._
Attn: Ms. Debra Rogers
FoundationPlan Foundation Wall Layout
PLAN NO
Foundation Type
SPREAD FOOTINGS GRADE BEAMS AND PADS
BILLED FRICTION PIERS J DRILLED PIERS INTO 13 DROCK
FOOTING W:N,91NIhAUP,1 OTHER
..._-_ .. ... . .. ... ...
EADLOAD Qp4 �'zo
CTLITHOMPSON PROJECT NO. re.0-.C2 w—, Q�ATi ,EVD ..........
Foundation Void
u R EOUI RED THICKNESS _. _.. _.. _. _ ........... ....._._..__..
INCHES
Ej NJ,=EASURED THICKNESS __. .. .._
.., INCHES
Foundation Wall Condition
EXPOSED STEEL
SURFACE PROBLEMS {HONEYCOMBING, ETCJ
(IF CHECKED. SHOW LOCATION ON SKETCH)
Drain Type
{R''�ecommendeed[
1..1 cXTERIOfl ANTERIOR
FIG. ._- - ----
INSTALLED PIPE DIAMETER � _
INCHES
t^.rALL HEIGHT
Ii�iC IF
DEPTH -TOP OF WALL TO BOTTOM: OF TRENCH IL LL
,
INCHES
SLAB ON GRADE ❑ STRUCTURAL FLOOR
PIP-TALLED
GRAVEL INSTALLED, GRAVEL SIZE
Type of Outlet
I GRAVITY. BELOW SEWER ` SU 7P PIT
UNDERDRAIN SERVICE G NNECTION VISIBLE (9' STUBi
Foundation Void:
""'=9AL CONFORMANCE WITH RECOMMENDATIONS
REJECTED
EI eundation Wall Drain:
- N GENERAL CONFORMANCE WITH RECOM1,4ENDATIONS
REJECTED
4Fo ndation Waterproofing:
NERAL CONFQR iANCE VaITH RECOMVIFN;IDATiO NS
REJECTED
El Exterior Insulation
MANUFACTURER
4
m
HEIGHT __. _ _ _ .. _FEET
v
DISTANCE BELOi FCUNDATION WALL FEET
RECOMMENDED CORIHEC'l iVE PROCEDURE-
-