HomeMy WebLinkAbout439 HOUGHTON CT - SPECIAL INSPECTIONS - 5/22/2013CLIENT: Encore Homes, LLC.
1218 West Ash,_ SuiteA......_._. __.._..._..
_..... ............. _.._ Windsor_C0..80550
..._... ....... ..... _....... ....._ __... ....... .. ._.
Attn: Ms. O-para_..}$$e
Recommended Foundation System
CTUTHOMPSON P?O,JECT NO
DATED
SPREAD FOOTiNG5
MAXIMUM SOIL PRESSURE 0:'- .......................... .... .... .... ._.v_.__._.__PSF.
MINIMUM. WIDTH . ............... . _.._......__.. INCHES
Lj 1=00TINGS 0TH r.IN MUN,' DFADLOAD
MAXIMUM SOIL PRESSURE OF _...._._.._.._._�, ��T� _ PSF.
MINIMUM DEADLOAD PRESSURE OF __.._._,-0Z) PSF.
PROVIDE A _-._.._.._....._. __//�� INCH VO_IDr BENEAT{{��H''G�RA. E SEAMS
MINIMUM N.IDTI:`�f..'...._...C. .t 4L.S�?INCHES
I„) GRADE BEAMS AND :'ADS
MAXIMUM SOIL PRESSURE OF... ... ......._.
M',NIMUM DEADL.`t"1A � '"�...SFil1RE OF .....
PSF.
PROVIDE A ___._.. _. __......INCH VOID BENEATH GRADE BEAMS
MINIMUM WIDTH ... ................__.........._ INCHES
Foundation Plan p
Ely�?w� 1.5. y� � ti+ % tV'e t -x
PLAN NO li4 2_'i_..,�-ZBI_5
WALL. FOOTING WIDTH J..._. (INCFIES) DEPTH ................. iINCHES}
COLUMN PAD..3! V...�_ (INCHES) DEPTH ..._._.. ,IQ (INCHES)COLUMN PAD ��t �_...... .... . (INCHES) DEPTH _;..Q(INCHES)
REINFORCEMENTAS PER PLAN:
YES n NO 1_1 NONE REOUIRED
[;,AT SITE INSTAIJI..ED
Soil Conditions At F-Mt ng Level f
UPPER LEVEL �T I I C Ia.1 i ,._� r ,j t_ jrLLtJ. .l _
LOWERLEVEL --..._.._..._._......................._....._.._. ....._.__..
Gro nd Water Conditions
r NONE IN EXCAVATION
NONE ENCOUNTERED IN ��'th NO. i1
Remarks:
• 0S " f L_ j lw
.i� i IwI
ADDRESS:
LOT __..— _- -------- SLOCK j. ....._ .... _ .... ....._.
FILING NO. _........... _,_._ PROJECT NO.
Foundation Layout
/A INDICAi'ESAPPROXIMATE DEP"fHiWID'fH MEASUREMENT LOCA(ION
InsipAc3ions to Contractor
S -OO71NG IN GENERAL CONFORNIANCE WITH PLAN
❑ F' TING REJECTED
L'J CONDITIONS IN EXCAVATION AS ANTICIPATED
❑ CONDITIONS IN EXCAVATION NOT AS ANTICIPATED. CONTACT
GEOTECHNICAL ENGINEER
RECOMMENDED CORRECTIVE. PROCEDURE ,.._....... ....,
U
Foundation Wall Layout
I
3
i
.. jJ
i
!
I
$ i
Foundation Wall CTLITHOMPSON
Reinforcement Observation
CLIENT Encore Homes, LLC. ADDREs
Suite 1218 West Ashes A
_ Windsor, CO 80550 —eZ .eyj&_`—
.._._...... _-....... ..__.. LOT Se ... .... ....... BLOCK ............
Attn: iiiiS..Debrd RO�erS ...... FILINGNCi,.„__„, PROJECT NO. FC.O
Foundation Plan
BY C.-FL trn�sr��
PLAN NO .t t'S �. 1[JY) _ DATE
Foundation Plan
[-J SPREAD FOOTINGS
' 'OOTINGS WITH MINIMUM DEADLOAD
Q GRADE BEAMS AND PADS
(� DRILLED FRICTION PIERS
❑ DRILLED PIERS INTO BEDROCK
OTHER
CTUTHOMPSON 22 pp 7�
PROD CTNO .?c.i~L.f`...' a t1'�IG+V__...DATED
WALLALIGNMENT OFFSET ....... INCHES
Foundation Void
iEOU'RED THICKNESS _.—._ .. INCHES
NOT REQUIRED
Reinforcing ee/fl
GRACIE ._U BAR SIZE ....1
_—_..................................
NO. OF BARS '
TOP
BOTTOM _. __
....._. _
VEFlTIC At _.,
_-
HORIZONTAL Z
........
COUNTERFORT
Foundation WallDrain/
ftd/Waterprooflng Observallon
CLIENT, Encore Homes, LLC.
9.2.E 8_l est..Ash,_Suite_A ......
..........
-Windsor'GO-80 . 0
__ ttn:_tflls.-Debra-Rogers..........._
T
�
T 1THOM
ADDRES&(y �^
LOT .... J`4ca ,. _.._.-_. BLOCK
FILINGNO" ......... .__.PROJECT NC._.,/�"i7.".S'
Foundation Flan
Foundation
Wall Layout
6Y -_ , — L r y"!fiStav} vaic __ PLAN No
Foundation Type
( SPREAD I"C)OTIiiG'; GRADE BEAMS AND PADS
DRILLED FRICTION PIER.C, ,� DRILLED PIESS INTO BEDROCK-
I'V FOOTING `NeMIMNIUM .
_._ ]OTHER
DEADLOAD
�f
CTLITHOMPSON PROJECT NO, DATED
J0, dj1,
t -�
Foundation Void
��-r`DEOUIRED THICKNESS
I
._ -..._ ...... ..,
4EASURED THICKNESS'
INCHrS
-
Foundation Wall Condition
r..; EXPOSED STEEL
SURFACE PROBLEMS (HONEYCOMBING, E C1
�I
j'F CF]ECKED, SHOW LOCATION ON SKETCH)
Recommended Grain Type
EXTERIOR [NTERIOR
i
FIG, .__.._.
9
r'..
INSTALLED PIPE DIAMETER ....... - __ _...............
rG
INCHES
''. ..•. f ''.
.: ': •
WALL HEIGHT ............_..._,.. _..
Ii1CIiL9F.
DEPT}i"TOP OF WALL TO BOTTOM i OF TRENCH . _ ..........
INOI ltP S
�,✓
SLAfi ON GRADE 57RUG1'tIRAL FLOOR
�+�_���� „�,
PIPE INSTALLED
._. ./"' ��✓
_ �,•/ "
[j GRAVEL INSTALLED, GRAVEL SIZE _.............._.
RECOMMENDED
COflHEGTIVE PROCEDURE_
Type of Outlet
GRAVITY, BELOW SEWER i7hR':% PIT
[„r„I UNDERDHAIN SERVICE CONNECTION VISIBLE (AP ST j B)
Foundation Void:
[?r'IN GENERAL CONFORMANCE WI-i'H REC:ONIMENOATIONS,
REJECTED
Foundation Wall Drain:
Rfl�lj GENERAL CONFORMANCE i':„iy i [>F�:NL 1i'JNS
F.) RE•. EC T E D
%ou dation Waterproofing:
� IN' GENERAL. C"NFOHNIAN 6 WI.
F] REJECTED
Exterior Insulation
MANUFACTirR_+
DISTANCF z t=);'_