HomeMy WebLinkAbout5124 Stillwater Creek Dr - Correspondence/Engineering - 12/08/2000 (5)M
APR-02-01 MON 01:52 PM WRITER NORTHERN FAX NO, 970 613 0043 P. 02
Excavation/Footing CTL/THOMPSON, INC.
Inspection CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
CLIENT: The Writer Corporation ADOREM-
_...,,,•.,Northern Colorado Divislon C14C j 14
5285 McWhinney Blvd, Ste 100 S13�-�—[I bvcfry (�' - —
Loyeland.Colorado 80538_.__ p ---__•„•,_- it
BLOCK I
FIIINGNO. JOB NO. r .-a Fq
Recommended FoundaKon System Foundation Layout
CTL/THOMPSON JOB NO. _ s
DATCD -A 9
❑ Sf+REAO rOOTINGS { ...
MAXIMUM SOIL PRESSURE Of _--. . _. �•_ ,PSF. y ' ! / ''' '' I
8 g dI
MINIMUM WIDTH —_ INCHES r I r r
❑ FOOTINGS WITH MINIMUM DEAD•LOAD r j
1 j i
MAXIMUM SOIL PRESSURE OF PSF.
MMWMIkM DEAD —LOAD PRESSURE OF PSF, --._ .+..� - —r-; . t• i • -+-I 1...
PROVIDE A INCH VOID BENEATI I GRADE BEAMS, { ,• I i i._
MINIMUM WIDTH
INCHES
GRADE BEAMS AND PADS DESICXNED FOR: t 1.4 . 1-
MAXIMUM SOIL PRESSURE OF PSF. •! ;, ,. _ ,. ,I '- 6
MINIMUM DEAD -LOAF PRESSURE OF
PROVIDE A _.•INCH VOID BENEATH GRADE BEAMS.
..I I .
Foundation Plan j 7 i '
PLAN NO. i. •• ,,, .r. -.�. , _ - "_.L_I- : •-f-h-.�r
WALL FOOTING WIDTH. -~ j a - • ..
INCHES ' � � I ;'•'`:� 1
COLUMN PAD _•. . _JNCHES
RErVFOWEMENI'ASPERPIMy , �.I .:_ i•�`i k. I� ,
0 YES ❑ NO ❑ NONEREWRED 1 - . ! ... . _,... ?�►,
AT SITE ❑ NSTAUM f • .. I I _ `, _ I L.
Solt Condiit�lns At Footing Level � ... _..,1d1�,
- ' ---- Instructions To Contractor
0 APPROVED
CJ REJECTED
- - •" RECOMMENDED CORRECTIVE PROCFDURE
TORVANE Or: VANE SHEAR. _.,._. _ _PSF. -- ---
OFNNER PENETROMETER TEST '• . .-_- • -- -...._
Ground Water Conditions -
s NONE N EXCAVATION
❑ NONE ENCOUNTERED IN BORING NO. TO FEET O k�C•
❑ LNCOUMrEREDAT FEE TINBORING NO. ��QO'•_••_..Spy
1
Remarks: __,. .- ----- - OP Q\�S.AeSyT9rQ.
p J3
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RivawED BY
.. .. __ __.__... .. ....__ rinl>M INSP—LOUN•.--