HomeMy WebLinkAbout415 NOQUET CT - SPECIAL INSPECTIONS - 3/8/2013Foundation Wall Drain/ CTLITHOMPSOK
Void/Waterp roof i ng Observation w r= iL4a!74r� =ME
CJENTADDRESS
Encore Homes, LLC.99
129`8 West Ash, Suite A
C-'
GO 80550
... ...... ..... . .. . . LOT BLOCK
Attn: Ms. Debra Rogers F,LINGNO. PROJECT NO_,
Foundation Plan Foundation Wall Layout
BY
'--jL NO
Foundation Type
SPREAD FOOTINGS if GRADE BEAMS AND PADS
DRILLED FRICTION P!EIRG DRILLED PIERS INTO BEDROCK
Foundation Void
[-T�H E G U iir- � E i) , r 111 C KIN L sS
.. .... ...........
LkiEASURED I HICKNESS INCHES
Foundation Wall Condition
F] FXP0SFI),S1EE[..
SURFACE PROBLEMS [HONE-ICOMBIN,", F 1 1"')
(IF CHECKED, SHOW LOCATION ON SKETCH)
Recommended Drain Type
F.XfERKOi C ^t T U,RIOR
J-JG 2>
INSTALED -tPE DIAMETER NCHE:s
WALL HEIGHT INIC>Es
DEPTH -TOP OF WALL TO BOTTOM OF TRFNCH INCHES
0 SLAB ON GRADE �STRUCTIJRAL FLOOR
[114<PE INSTALLED
n GRAVE' INSTALLED, GRAVEL SIZE 04
Type of Outlet
[] GRAVITY, BELOW SEINER 1.1, �Lwr PIT
F 1 UNDFRDRAIN SERVICE CONNECTION VISIBLE (Al S'T UB)
[bunoation Void:
[�PKCENFRAL CONFORMANCE V1,10 14
REJECTED
[Kotpdation Wall Drain:
LVII L'tCNFRAIL Gi iNir"RNIANU, WUH REGOMM! IT7P-JI11 is
Fj HEJECTED
hdation Waterproofing:
"IUN 'A NERAI,C ^Nt=CIRIVIANCE W: F I RK,'01,00IFt,)AI�ti DNS
it Exterior Insulation
iO MANUIFACI JRER
HE IG iI IrLIE7
DISTANCE BE.I.<Yw t-(-1JF;'rATI-1N .NA!t FEE=
Foundation Wall
Ma,
I LMAX IIA—fil"T, 1110 �4191: Yw�A- AM
CTLITHOMPSON
'T�7
7 7,3
Encore Homes, LLC. ADDRESS
---T2-1-9Me-s—t-As,
..... ...... - ... ..... ...
inds
-or,C 8050 LOT .... . .. . .... . . . ..... . ........ . .... . . . .. . .. . .. SLOCK
F1PNG NO . .. ........ PROJI.kei
Attn: Ms. Debra Rogers
Foundation Plan
BYT-t ........ ... - ............
PLAN NO, 0
DAH
Foundation Plan
-' S PR E. A D F 00 P N G 3
L-1,F601 INGS IWITH Miki'MUM DEADLOAD
G 14 A D L B F: A M-S A N I-, PAC) S
GRILLED -FRICTION PIERS,
DJ"U.I.ED PIERS INTO KDROCK
17 j 01HER
. ....... . ... ....... . .......
CT! M40MPSON
P R Cj E C- I NO...........{.... . .......... . .. . .. Z.2�----DATM
Da'-30J),
WALLALIGNMEN'TOFF-El
.... .. ..... NCiAFS
Foundation Void
I N C, H E-S
:'-'I NOT REQUIRI-T
Reinforcing Steel
GRADE BAR S.ZE
NO OF EARS
701i
Foundation Wall Layout
BO 11 OM
VERTICAL
HORIZONTAL v" U.
COUNIERrzORT .... . . .. ... . ... .. .. . ... .. .. ... .. ... ... . . UFgR Ground* Location of "r-PR r.,--4
(Z
In actions to Contractor NOT INSTALLEP
Ins actions
WITH PLAN ra�u S pa C.
rl REJECTED
COMM]
RECOMrYIENr.-EDC(-.)P,F',ECTIVFP(IOC,LC,URE
CLIENT:
:
. . ..... -.,-.Encore Homes, LLC.
1218 VVes1_A_sW,_&jifeA_-
- - -- - --------------- Wi `nds6_r_,___C0'-M)350
ADDRESS
LOT C
... .... ..... .... . .. ... ... ..
FILING NO ...... . ...... I NO.
kffitn"1111—s. D_eb_r_a__ Rogers--_
Recommended Foundat�ipn System
CTLJECTING.tCO ITHONIPSON PRO _ 11 ___ $ZfLo
DATED
!Ll SPREAD FOOTINGS
MAXIMUM SOIL. PRESSURE OF
pSF.
MIN IMUM WO-4 H
INCHES
. .......
FOOTINGS WITH MINIMUM DEADLOAD
MAXIMUM Sr AL PRESSURE IF -4c-"
...... ......
MINIMUM DEADLOAD PRESSURE OF . .. . ......
... .... ....
PSF
PROVIDE A INCH VO.D BENEATH GnArF BEAMS
[_j GRADE BEAMS AND PADS
MAXIMUM SOIL PRESSURE OF
MINIMUM DEADLOAD PRESSURE OF ..... .... . ....
PSF,
PROVIDE A INCH V'11") BENFA-iI, GRAD F BEAMS
MINIMUM VLF 'DTH
INCHES
Foundation Layout
PSF
(E 34
PSF
14
AO
.... ...... ... .
Foundation Plan
By
PLAN NO. . .. ...
DATE
WALL FOOTING WIDTH (INCHES) DFIF11 14 (INC! iES)
COLUMN FAD (INCHE S) DEPTH _10 . ------- 'INCHES) . ... ...... .
COLUMN PAD q_X '4y.,- (INCHES) DEPTH (INCHES)
ERENf ORiA.MEN1 AS PER PLAN.
rj YES El NO 0 NONE REQUIRE[)
Fle,4 SITE [ I INSTALLED
Soil Conditions At Footing Level ® INDICATES. APPROXIMATE DEPRiNNIDTH MEASUREMENT LOCATION
L I lns�wcfions to Contractor
UPPERI..EVEI. k,� OTfNG IN GENERAL CONFORMANCE WITI i PLAN
I ... .... . ... ............... Ir"... ... .... .... F90 I iNG REJECTED
... .... - .1 . .. . ........ ....... ....... .. ..... .. .. L'I'CONDITIONS IN EXCAVATION AS ANTICIPATED
LOWER [.EVEL _ EICONDITIONS IN EXCAVATION NOT AS ANTICIPATED, CONTACT
GEOI ECHN!CAL ENGINEER
. . . ................
Ground Water Conditions
ry`NONE IN EXCAVATION
NONE ENCOUNTERED IN BORING NO TO FEET
,1rtNCOUNTERED AT FEET IN BORING NO
-Remarks:
I
RECOMMENDED CORRECTIVE PROCEDURE .. ... ..... ... ... ...