HomeMy WebLinkAbout451 HOUGHTON CT - SPECIAL INSPECTIONS - 2/16/2013IMMIMIT M-AFT7. 3MrTTT#i9?M-
Observation
CTLITHOMPSON
CLIENT Encore Homes, LLC. ADOFIESS'
.. . ...........
121SMe-s-t-As-KISulte A"----'- - -- ', ('�
Windsoi'-00K550-- — --�Cj —1-16-1 wle'.1 .. ... . .... . . ... ....... ...... . ...... .
.. ........... . . ....... . ...... . ... LOT '? 6 .... . . ....... .. .1 ... .... . . .. ........ BLOCK
-f- ...' .. .. ... .. .
FILING NO PROJECT NO 0
Attn: Ms. Debra -Rogers"
Recommended Foundation System
C-LiTHOMPSONPROJECTNO.
DATED
SPREAD FOOnNGC,
MAXIMUM SOIL PRESSUHLOf- PSF.
NIINMUNI WIDTH . . . ........ -..- 1-, -11111, ....... . ... INCHES
FOOTINGS WITH MRNIMUM. DrADLOAD
MAXIMUM SOIL PRESSURE OF j_';00
NUNIMUM. DEADLOAD PRESSURE OF
V3F,
PROVIDE A
MININIIUM WIDIH —0 . ........ tNLHES
GRADE REAMS AND PADS
MAXIMUM SOIL PRESSURE OF
MINIMUM DEADLCAD PRESSURE OF
PROVIDE A INCH VOID BENEATH GRADE 9FAMS
MINIMUM WIDTH INCHFS
Foundation• Plan ry
BY
PLAN NO, r
� - I 3_L . . . __DATIE
WALL FOOTING WIDTH. t V 1(e I II(INCHES1 DEPTH
COZAMIN PAD i{INCHE:S} DEPTI I jjj
(INCHES)
COL UPON PAD (INCHES) DEPTH (I' ........... ...... (INCr.IESI
REINFORCEMENT AS PER PLAN
IN YES ❑ NO iI NONE REQUIRED
EATSITE '.j INSTALLED
Soil Conditions At Footing Level
UPPER LEVEL
.. .... ...... .... ..... .. - ............ . .... .
. .. ............ .. .
LOWER LEVEL
..... .............. .
Ground Water Conditions
5(NONE IN EXCAVATION
NONE ENCOUNTERED IN 130RING NO TO FEET
J�."ENCOUNTERED AT FEET IN eoniNG NO 'IM
Remarks:
Foundation Layout
IF6
P 16
P'I�ri
to
PSF.
EJ9,
76
16
CULOrt
A INDICATES APPROXIMATE DLPrH,kNfDTH MEASUREMENT (,,')CAqGNI
Instructions to Contractor
TS FOOTING IN GENERAL. CONFORMANCE WITH PLAN
[3 FOOTING REJECTED
LkCONDITIONS IN EXCAVATION AS ANTICIPATED
CONDITIONS IN EXCAVATION NOT AS ANTICIPATED. CONTACT
GEOTECHNICAL ENGINEER
RECOMMENDED CORRECTIVE PROCEDURE
Foundation Wall Drain/
S+ � t
CLIENT
Encore Homes, LLC.
121---- ..... ...... .._ _.....__.....1...._.......
Windsor, CO.._80650
ADDRESS, I
._.... LOT ....
I
1
.. .. __.. ............ ._.-.._...._.. .__. ..._. .................. FILING N..
._.__,- .....- .... .YHOJtGI NO _.L.__O-Z� � � _r..i.....�
Attn Ms. Debra Rosters
Foundation P'l'arn� y j Foundation Wall Layout
BY30................. PLAN NO. LUS.i Ij -
Foundation Type
%I SPREAD FOOTINGS
GRADE BEAMS AND PADS
DRILLED FRI{:TTON PIERS
[ i DRILLED PIERS INTO BEDROCK
.- j FOOTING WiMINIMU11-1
OTHER __ _..._
...... .......
EADLOAD_ IUD
CT UTHOMPSON PROJECT NO
Foundation Void
REOUIRED THICKNESS
.. ..
,_...... INCHES
t, SURED THICKNESS
i`
........
I INCHES
Foundation Wall Condition
EXPOSED STEEL
[ j SURFACE PROBLEMS (HONEYCOMBING. ETC)
(IF CHECKED, SHOW LOCATION ON SKETCH)
Recommendep Drain Type
EXTERIOR ! INTERIOR
FIG........_.... _._._.__-- ............... _ _....
INSTALLED PIPE: DIAMETER ...................... INCHES
WALL HEIGHT , . _ _. � � INCHIFS
DL"TH•TOPOFWALL TOO/BOTTOM OF'RENCH IN('IiES
C3...���[[[��' SLAB ON GRADE ()Q,.STRUCTURAL FLOOR _T
r'IPE INSTALLED
D GRAVEL INSTALLED, GRAVEL S17E
Type of Outlet
n GRAVITY, BELOW SEWER SUMP P;T
Cj UNDERDRAIN SERVICE �\
CONNECTION ViSIBLE (A!STUB)
0 Foundation Void:
{� TJ GENERAL CONFORMANCE WITH RECommENDATIONS
REJECTED
� Foundation Wall Drain:
/, N GENERAL_ CONFORMANCE. WOO PECOMMENOXiJONS
REJECTED
Foundation Waterproofing:
)<N GEN_RAL CONFORMANCE VclTI, RE.COMINAE.NDAIONS
REJECTED
[�; Exterior Insulation
MANUFACTURER
v
c
} H?!fiaE?'f _ FEE'
m
Z DISTNOE BELOvv EOUNDATiON WALL. FELT
RECOMMENDED COPRI_C: FIVE PROCEDURE
G
Foundation Wall
Reinforcement Observation
Cl-tENT.
Encore Homes, LLC.
1 �&sYAshlSuide--A
-.1 ... ... .... 11 Atth- R646is-
Foundallon Plan
RY
P'-A'4 NO. DAI L
Foundation Plan
[-I SPREAD FOOTINGS
F�0--E-IMTH MINIMUM DEADLOAD
GRADE BEAMS AND PADS
DRILLED FRICTION PIERS
DRILLED PIERS INITO EEDRUCK
Lj OTHER
CT1,7HOMPSON
PROJECT NO UAI-D
WALL A%1IG.4VLN' I. OFTSLi INC
HES
Foundation Void
41EQUl' - ... ... ... ... ..
I NOT REQUIRED
Reinforcing Zel
GRADE ...... .... . ...... 3AA SIZE
NO, OF BA nS
TOP
CTLITHOMPSON
_r7
ADCRESE
rL
. ... . ......... -
k
12 LOT . .. ... BLOCK
PILING NO? PROJECTNO FCV T— 0
Foundation Wall Layout
. . . ........... -
VERTICAL
404-PMA3
HORIZONTAL
COUNJERFORT LIFER Ground,4�Location of UFEP Ground
lqstructions to Contractor
IN GENERAL CONFORMANCE WITH PLAN [JNOTINSTALLLD
1 l�A-tJEC7ED COMMENT:
RECOMMENDED CORRECTIVE PROCEDURE
I