HomeMy WebLinkAbout444 HOUGHTON CT - SPECIAL INSPECTIONS - 2/25/2013Foundation Wall Drain/
--------------
CTLITHOMPSON
CLIENT AD D RE,, S
Encore Homes, LLC.
e 1216 West Ash, Suite A 77-
.. .... .. . . . ....... .. .... . .......... .......
Windsor, CID 80660 LOT
Fit-INC NO PPCIJFCt INIC)
Attn: Ms. Debra Rogers
Foundation Plan Foundation Wall Layout
By PLAN 'JO.Fe,
Foundation Type
SP.-M-AD, FCOII'!,,s
GRADE SEAN'S. AND PATS
DRILI D VR G' GN PIERS
I-C., .It .1 -. .11
z I I -
DR'LILEF) PIE- S NTQ aFUROCK
k)OTIN(.'t VY `A1MiVUi,1,
OTt ER
A DLOA D
CP,..'4OVPSOK PROJECT NU F. 4, E
'D
Foundation Void
V'1'
iNGHES,
1HICKNE-Z"
INCHit,;
Foundation Wall Condition
EXPOSED STEEL
SURFACE PR0BLF%,15 (HONEY00,M13041G, ETC.)
iF CICKEU 91 �Ml LOCGAT!ON
ON SKLIGH�
Recorriniended Drain Type
EXTMOR INTERK;R
FIG. .. ....... ..
.NS-ALLEa PIPE Dlk"'EH I ES
I1
WAU HER.',HT
... . ....... 11%IIE.1
nSPTH TOP OFWAIA TOO BOT7,011 OF TRV.NtC'J._. INCH-5
LJ SLAB ON GRADE STRUC I URAL 9-011-iR
PrE
GRAVEL IN97ALI.ED GRAVFI, SIZE
Type of Outlet
(1RAVIT Y. 8FLOW SEkVER ISt) N1 P P i T
UNDERDRAIN SERVICE CONNECTION VISIBLE. .;AT S%'Bi
ZJ'Foundation Void-
C)4ki GENERAL GONPORMANCEVVIT; I RECOmMEN.CATIONG
EJ
11krFundation Wall Drain:
Q -. N 7. R A I.. CONFaFIt1ANCE VV I T f 4 P F 0 M, t "IF. N Dh:-, 10 N 5
n REJE(7I Fri
Z undation Waterproofing -
�1 GENERAL CONFORMANG17 WITH K')Ns
LJ REJECTED
Exterior Insulation
HEIGHT ET
D: S (ANC 8F; U:V F C1JNICe-'ON',HALL FEET
v
It
CTLITHOMPSON
C.iFh ACQRE _S
Encore Homes, LLC f
12f8West AsRi _Suite A __ _ __._._ -- - ..
y's104 t ,/
LOT" BLOCK T.
FILING NO.._._._. PP:OJEC N 0.1 L ii
Am- Ms Debra Rogers....
Found ion Plan X
PLAN NO FG1)DAI
Foundation Plan
SPl;i=A o()TIN66
FOOTINGS WITH NIINIMUM DFAD_OAD
GRADE BEAMS AND PADS
DRI,'.ED FRICTION PIERS
L..:...; DRILL.. D PIERS INTO RFDFKKA<
CTL;HOidPS'JP!
PROJECT NO
... ,�. "?.G%....-DATED
VNid.LAIAGNMENT OFFSET .._..._�. .. .. .. ONCHES
Foundation Void J
e'HLQURLD'rHICKNESs ............. .....�.._ _....___..._.__.......__..._INCHES
O NOT REOUIREQ
Reinforcing
//Steel �{(
:,R?hE ___...._. t,a.r_..._.__ _UARSSE
NO OF BARS
top
BOTTOM
VEUICAL ..._
HORIZONTAL _.
COUNTERFORT „
I tructions to Contractor
IN GENERAL CONFORMANCE WITH PLAN
REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
Foundation Wall Layout
LIFER Ground o Location of UFER round q4 �
_Z —LOCATION ....... /'+ ,t,JcLrp G l� .i.,._ z JA..I (
f
NOT INSTALLED V 4.erttzrl
00 MENT:
NMI
CLIENT:
Encore Homes, LLC
121$ West -Ash; Suite A —
Vmdst5 $i5a�ts
Attn: Ms. Debra
Recommended Foundation Svmem pp
CTUT'HOMPSON PROJECT NO ! LC
DATED ... ... .���3�?.2 �'. i
L SPREAD FOOTINGS
MAXIMUM SOI Pt4i'.SSURF OF .,, , .,. P`iF,
MINIMUMVaIDiF ....__. _. INCHES
11t.P'OO i INUS W T,H MINIMUM D AUI O D
MAXIMUM 301: PRESSURE Ot
MINIMUM L AUI C AD i�
PROVIDE A IN H J SIC SL'N AI H W Ar 3L hi8
M I NVMUM W! DTH
Ej GRAD'_ BFAW AND PADS
MAXIMUM OIL PRi OF
MINIMUM OEADLOAU PRESSURE O ..,, I
PROVIDE A _, _,--,. INCH VOID 3E EWH GRADE 6EAn1
INCHES
Foundation Plan )
.DATE
4'Yfll_t. i"DOTING Vv1U";i b)_ ?.t^ (tiaCl^C�y DEPTH ✓_._.,. {INCiiES)
COLUMN PAD ,�,��G),.u,,,,,,.... {IN(';HEE) DEPTH U _.................. _t.. _. (INCHES)
kr
COLUMN PAD .................... ...._....__ _ (INCHES) DEPTH ....__... ................... (INCHF.. S)
REINFORCEMENT AS PER PLAN:
YES n NO [-I NONE REOUIRED
JKAT SITE ❑ iNSTALLED
Soil Conditions At Footing Level
UPPER LEVEL l 5.427 ........ _.....
LOWER lEVEL
N
Ground Water Conditions
-, NONEi IN EXCAVATION
[�]yN��ONE ENCCIUNTE RED IN P'")RI NO NO. _ _. TO _.. _........... FEET
L�"NCOUNTE!'ll Al j FEET IN LOnING NO. �7�"�_U�; 2..
Remarks:
7 I
t w 1 1 '{
An_)FUSL.
Hull 4'11..y
L CDT_, LL..__..
FILING NO._._..... PROJECT NO
Foundation Layout
Ps
Prp_
A INDICATES APPROXIMATE DEPTW'NiIOTH MEASUREMENT LOCATION
1- n.structions to Contractor
(70TING IN GENERAL CONFORMANCE WITH PLAN
��n yFOOTING RF.IEC I ED
%, ONDI"BONS IN EXCAVATION AS ANTIC MAI ED
Ll CONDITIONS IN EXCAVATION NOT AS ANTICIPAi ED, CONTACT
GEOTECHNICAL ENGINEER
RECON,IMENDED CORRECTIVE PROCEDURE