HomeMy WebLinkAbout310 Newaygo Dr - Special Inspections/Engineering - 04/06/2012Q:o i o -)4
ITE CTLITHOMPSON
=:Ecl _19-U-93=0=3
CLIENT, Encore Homes, LLC. ADDRESS:
111 87Mit Ai�h"Ttjite K . .... .
Wifidsor,C01066. . .. ... . .. ...... . .
. ............ . . . . . ........ .. . . .... LOT
...... FILING NO._- PROJECT NO
Attn: Ms. Debra Rogers
Foundation Plan
BY....... . . . . . . ... ..... . —A(Jf
w A............................._ PLAN
Foundation Type
Ll SPREAD FOOTINGS GRADE SEAMS AND PADS
El DRILLED FRICTION PIERS DRILLED PIERS INTO BEDROCK
E!rFOOTING W!MINIMUM1,,l OTHER
DEADLOAD
CTLITHOMPSON PROJECT NO.,__. ....... DATED
...... ...
f-.. C Ora j -�o
Foundation Void
FvKEQUIRED THICKINCSS
L;1n ASUREDTHICKNESS
Foundation Wall Condition
E] EXPOSED STEEL
SURFACE PROBLEMS [HONEYCOMBING, ETC
(IF CHECKED, SHOW LOCATION ON SKETCH)
Recommended Drain Type
F) EXTERIOR [R<,4TERIOR CFL.A-r)
FIG. . ..... .. ... .. ... .............
INSTALLED PIPE DIAMETER . .... ..... L1
WALL HEIGHT 3 to
DEPTH -TOP OF WALL TO BOTTOM OF TRE NCH
SLAB ON GRADE [�KSTRUCTURAL FLOOR
LJ PIPE INSTALLED
GRAVEL INSTALLED, GRAVEL SIZE
Type of Outlet
[j GRAVITY, BELOW SEWER P'91640P PIT
El UNDERDRAIN SERVICE CONNECTION VISIBLE (AT STUB)
Foundation Void:
IN GENERAL CONFORMANCE WITH I RECOMMENDATIONS
REJECTED
Foundation Wall Drain:
151,N- GENERAL CONFORMANCE WITH RECOMMENDATIONS
(� REJECTED
["oupdation Waterproofing:
FIN . _. -
_�GENERAL CONFORMANCE WITH RECOMMENDATIONS
[] REJECTED
L 0 Exterior Insulation
MANUFACTURER
HEIGHT
FEET
DISTANCE BELOW FOUNDATION WALL FELT
INCHES
INCHES
INCHES
INCHES
INCHES
Foundation Wall Layout
RECOMMENDED CORRECTIVE PROCEDURE
. ... ..... ...... ... .... .... ... ... ... ...
FIELD R61P FXi
Excavation
CLIENT:
--EnGo>!e-klomes,-i�16 ---------
�oUa weep esi't,-Suite A
Soils Exposed in Excavation
ct—I j - dM bye
ADDREss:pC — c4��
�3 b D •-; ire. —
lOT___� BLOCK _. ...J,
FILING NO.. PROJECT NO.
Excavation Layout
Ground Water Conditions
®, NONE IN EXCAVATION
❑ NONE ENCOUNTERED /IN BORING NO_ _TO- __FEET
ENCOUNTERED Af �-G FEET IN BORING NO.
DRILLED DURING CTLITHOMPSON PROJECT NO. Q ZU .0 s- I Gv
DATED
REMARKS:
J l±GLc_�Ly�-__
• , ,.ti 4 1cz.,r 1�
r? O
Soils at Foundation Level
UPPER LEVEL wo.,-,Saved
LOWER LEVEL
Recommended Foundation System
❑ SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF _
PFOOTINGS WITH MINIMUMDEAD-LOAD
MAXIMUM SOIL PRESSURE OF
MINIMUM DEAD -LOAD PRESSURE
❑ GRADE BEAMS AND PADS DESIGNED FOR:
MAXIMUM SOIL PRESSURE OF
............... PSF.
MINIMUM DEAD -LOAD PRESSURE OF..............................................._,_,PSF.
PROVIDE A _...__....._ INCH VOID BENEATH
GRADE BEAMS
❑ DRILLED FRICTION PIERS
MAXIMUM END PRESSURE OF. ... ... .... .... .... ..... .... ..._....
....
SKIN FRICTION OF--.-.-. ... .... .... ......... ........_._—_...._-._.PSF.
_ ............ -...... ..... ._.PSF.
MINIMUM DEAD LOAD PRESSURE OF..,,,__.____.._.._
PROVIDE A ___ _„---,_ INCH VOID BENEATH
.............................._PSF.
GRADE BEARS
G DRILLED PIERS INTO BEDROCK
MAXIMUM END PRESSURE OF _ ...-_.__...... ._.,.... _..__ __
.... . _.........._._......._
SKIN FRICTION OF ._
........._PSF
PSF.
MINIMUM DEAD -LOAD PRESSURE OF
PSE
PROVIDE ___!NCH VOID BENEATH GRADE BEAMS
rrrInstructions to Contractor
'gl CONDITIONS AS ANTICIPATED
CJ CONTACT GEOTECHNICAL ENGINEER
Excavation/Footing
Observation
r ` a ,s:
R o ><
CLIENT: ADDRESS:
Encore Homes LLC,
1218 West s uleA �Im
WIn�C SOr, C.O $O�JJ �- LOT.�„�-_ . _T.._.,_.._. BLOCK .__ .7.
..._......—.._.__._....__
_... ......... FILING NO,„ . ............_.—... PROJECT NO........_._. �!✓ �j G . C
Attn. Ms. Debra Rogers- ��
Recommended Foundation System
���
CTLITHOMPSON PRROJECT NO.
DATED.._. ..3.....+'.'....1._...:/.. i Z'..... .... ..... ....
......._..
❑ SPREAD FOOTINGS
MAXIMUM SOLI. PRESSURE OF ____ ..____-__. _ ............... ......... , PSF,
MINIMUM WID iH „_„_„_ INCHES
FOGTINGS WITH MINIMUM DEADLOAD t r D O
MAXIMUM SOIL PRESSURE OF
MINIMUM DEADLOAD PRESSURE OF _- _.._ OO PSF.
PROVIDE AINCH VOID(( BENEATH GRADE BEAMS
MINIMUM WIDTH _._...j L+�� (6k 1C_).._..... _.... . INCHES
❑ GRADE BEAMS AND PADS
MAXIMUM SOIL PRESSURE OF -.... ., ,- ...................
MINIMUM DEADLOAD PRESSURE OF,....,...,,____ ,,_„...... ,...__ PSF.
PROVIDE A _ , INCH VOID BENEATH GRADE BEAMS
MINIMUM WIDTH .__. _INCHES
Foundation Plan
PLAN NO.—.FU...i%! �U' G �'I _-.......—DATE
WALL FOOTINGrr WIDTHt(G_f_�:•G _ (INCHES) DEPTH tt'l�u (INCHES)
COLUMN PAD ,1 Lr f (INCIHES) DEPTH L (INCHES)
COLUMN PAD lgq(INCHES) DEPTH j._U , (INCHES)
REINFORCEMENT AS PER PLAN:
EYES [,I NO ❑ NONE REQUIRED
AT SITE ❑ INSTALLED
Soil Conditions! At Footing Level 1
UPPER LEVEL .........__y_:f.1Gy
!0l n
_. _ .... ...._...._ � / ...._ ..._ ..._.____..
LOWER LEVEL. .."V/A._._ .. ...._. .. ..... ._..... ..._........ ........
Ground Water Conditions
NONE IN EXCAVATION
[] NONE ENCOUNTERED IN BORING NO ..._ ....... __TO ........................ FEET
liZENCOUNTERED AT ....... _D„ „ .......... FEET IN BORING N0,11tt/_2 . _..
Remarks:
Foundation Layout
PSF
7 ..
�.' _. _.
PSF -.. "v c-_
34�jcklb
r '� talL_Q F L
A INDICATES APPROXIMATE DEPTHIVIIDTH MEASUREMENT LOCATION
Instructions to Contractor
FOOTING IN GENERAL CONFORMANCE WITH PLAN
❑ FOOTING REJECTED
CONDITIONS IN EXCAVATION AS ANTICIPATED
❑ CONDITIONS IN EXCAVATION NOT AS ANTICIPATED, CONTACT
GEOTECHNICAL ENGINEER
RECOMMENDED CORRECTIVE PROCEDURE
_ .. �; � REG� _
........ ---- �QD- l
LEADB', F
FIELD REPRESS
REVIE' �,., '•
V30r Q
DATE OF OBSERVATION
Foundation Wall
Neinforcernent Observation
CLIENT:
Encore Homes, LLC.
_..._...12118WesE Ash; S`Oe`A _
m sor, 0w5O"—
ADDRESS:
LOT 7�
._._._ � .-BLOCK .
%��rl: Ms. a r�3 FILING NO.,_._.._.__.._._.._. PROJECT NO.
Foundation Plan Foundation Wall Layout
BY
PLAN NO, L DATE
Foundation Plan
[I SPREAD FOOTINGS
In FOOTINGS WITH MINIMUM OEADLOAD
GRADE BEAMS AUND PADS
❑ DRILLED FRICTION PIERS
❑ DRILLED PIERS INTO BEDROCK
❑ OTHER
CTLITHOMPSON
PROJECT NO. rGO �, LDSDATED '•/Z
WALL ALIGNMENT OFFSET ,_,__•_
._ .... .... .... .... _�___.,...._.,,.. INCHES
Foundation Void
5} REQUIRED THICKNESS .. ..---- _._._INCHES
❑ NOT REQUIRED
Reinforcing Steel
GRADE �,_.. BAR SIZE
NO. OF BARS /^
TOP__ ,ff if (.GN"1/�/VL/f%I,I•�_
BOTTOM ..a„ All d- j".
VERTICAL
HORIZONTAL ....................._.._._.... __..
v
COUNTERFORT_....... _,_._,______._,_..__ _� UFER Ground 0- Location of LIFER Ground
mstr ctions to Contractor 2 Lk7 LOCATIONf.._,
IN GENERAL CONFORMANCE WITH PLAN ❑ NOtINSTALLE ,2'E pf SLS CRA%✓� IP9cE C�^�EP
[I REJECTED
COMMENT:
RECOMMENDED CORRECTIVE PROCEDURE __