Report 11/16/27 11:38 5032846576 STURM ELEVATOR INC PAGE 01
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Fax:5033784101 Nov 15 2007 04:210 PQ01/002
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: Department of Consumer & � Servic
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Number of Pages (inctudhng ,��: Date; ,r/ � /ait88s6//tovAvvie_iv
Elevator & Amusement TO: G d
Ride Safety Program U
1536 Edgewater NWN PHONE:
Pro Box 14470
Salem. OR 97309 Fax: 5c 3 - g 4
Tel: (503) 373 -1298
Fax: (503) 376 -4101 From: Fran Thomas,
Elevator Program Technical Support
Erances.D.Thornas state.orl.ls
Subject: %
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Current Adopted Elevator Safety Standards - Effective April 1, 2005
ASME = American Society of Mechan3 =l Engineers
OESC = Oregon Speci
ASME A17.1 2004 Irv/Oregon Amendments Elevator ASME A90 19
ASME A17.2 2001 OESC Verticai Reciprooeting Lifts
ASME A17.2.2 1997 A18.1 2001 Wheelchair Lifts
ASME A17.2.3 1998 OESC Portable Wheelchair Lift:
ASME A17.3 2002 w / Oregon Amendments
Available through ASME 1 -800-THE-ASME or The Tech Bookstore La7 1-800-ASK-BOOK
11/16/2007 11:38 5032846576 STURM ELEVATOR INC PAGE 02
Fax:503378d101 Nov 15 2007 04:27pm P002 /002
= r i gn Department of Cerr*xer and $us:ne48 Services
Butidirt5 Codes rvi:i on
Theodor! r.. xv' r_ ',
1.535 Edgewater Street NV'r
PO Box 14470
Salem, OR 97309 -0404
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FAX (503) 375 -2322
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ta4.411:4W..Pr,11; (503) 373-13
t t �Y /www.oregcnibcd.o-r*
http:i /ww.oregonibed.o-r*
ATE: October 17, 2007
). Licensed Elevator Contractors
State Elevator Inspectors
ZOIIIM: Ron Crabtree, Chief Elevator Inspector
Elevator Safety Program
JI?aJECT: Final liispecf on Turnover
With the Increased trend for new installations comes additional workload
luirements. When scheduling your final turnover inspection, your assistance is needed to have
Ise installations complete and ready for the inspection. Inspections receiving an Funsatisfactory"
:ult will be billed to the contractor at the current prescribed state rate, portal to portal.
The final decision to leave a scheduled inspection will ultimately rest with the
al area inspector. A minimum of 4 hours will be billed pursuant to OAR 918- 4QQ -060G. In order
avoid unnecessary charges and subsequent rescheduling problems, please ertstire that the
iipment is ready for inspection prior to calling to schedule the inspection. _ _-
Thank you for your cooperation.
MAR -14 -2007 00:26 From: Tr - i35136254 Page:l'l
N 7 Z e 3; D7 aZ:703d
WCG West Coast Geotech, Inc. Job No. W -2087
GEOTECHNICAL CONSULTANTS
P.O. Box 388 MEMORANDUM
West Linn, Oregon 97068
(503) 655 - 2347 FAX 655 - 0642
To: File Day Friday Date 4106107
Field Report Page ...... of
Project: Mountain View — Lot 6
Attn:
Arrived 8:00 am per Contractor's request
Sunny, cool
The footprint of the house was previously excavated in a series of benches using a smooth bucket trackhoe.
Keyways appear to have been excavated in the bench closest to the road as part of the wall design. The keyways
appear to be about 2 feet deep, more or less. The Wall Designer is anticipated to show up soon to provide final
design comments.
The subgrade cpnsists of Linn, native clayey silt subgrade grading to a very firm, very weathered, blocky basalt
rock.
The subgrade appears suitable for the satisfactory support of footings designed for an allowable bearing pressure
of 2,500 psf provided all applicable Code Provisions are met for minimum footing width, minimum footing
width and all Codes setbacks and slopes both inside and outside the proposed residence.
Since the uppermost basement walls include a keyway, I also assume that the bench is wide enough to support
the uppermost basement wall without surcharging the lower basement wall which will be constructed upon the
more flat ground at the bottom of the excavation. The distance between the two walls appear to be 15 feet, more
or less, according to Don Burke, so there appears enough separation to obtain passive resistance in the
uppermost wall without creating additional surcharge on the lowermost wall.
The project now looks like it is ready to be formed and poured.
• 'MIL MP
B y �.� .............. ....
As s?. :: r - A Michael F. Schrieber, P.E.
Geotechnical Engineer
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