HomeMy WebLinkAboutENGINEERING REPORT 3110 S St Vrain, Taharaa 2005-01-07eJob Cover Sheet Page 1 of 1
TRUSWAL
A SYSTEMS
Engineering eJob
1/7/2005
This eJob is prepared exclusively for:
Sito, Inc.
409 E 1st Ave
Otis, CO 80743-9597
Work Order: ref11973
Job Customer: PHILLIPS
Job Name: REF119731TAHARAA MT LODGE
Job Address: 3110 S. IHIGHWAYz7 m Sp, " ° . '
ESTES PARK, CO
Truswal 1D: T124886.J132349
I hereby verify that this document was prepared by me or under my direct supervision and that
I am a duly Licensed Professional Engineer. I am responsible for the design of each
component detail only — not for the proper manufacture of the components.
This document is no longer valid if any modifications are made to it .
Truswal Systems Corporation
4445 Northpark Drive, Suite 102
Colorado Springs, CO 80907
800-322-4045
or JANzn
file://C:1Documents%20ando o20Settings\transfersC\Local°, o20Settings\Templrad613F9.tmp.... 1/7/2005
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Truss ID: P17C
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eJob Table of Contents
Page 1 of 1
TRUSINAL
Engineering eJob
1/7/2005
Table of Contents
Page No.
1
4
Truss Label
P17
P18
Page No.
2
Truss Label
P 17A
Page No.
3
Truss Label
P17C
Page 1
Truswal Systems Corporation
4445 Northpark Drive, Suite 102
Colorado Springs, CO 80907
800-322-4045
file://C:1Documents%20and%20SettingsltransfersC\Local%20Settings\Templrad613F9.tmp.... 1/moos
eJob Scope of Work Statement Page 1 of 1
.rt►►
TRUSWAL
Engineering eJob
1/7/2005
Truss Engineer Design Responsibilities
The engineer's signature on this design certifies that the individual component depicted, if built
with the materials and to the placements and tolerances specified, will bear the loads shown
on the drawing. Users of the component are responsible for determining that any as -built
component conforms to the design. The loading and dimensions specified have been provided
by others and have not been verified by the signing engineer. The Building Designer is
responsible for determining that the dimensions and loads for each component match those
required by the plans and by the actual use of the individual component. The Building Designer
is responsible for ascertaining that the loads shown on the designs meet or exceed applicable
building code requirements and any additional factors required in the particular application.
The engineer's seal on the attached component designs indicates acceptance of professional
engineering responsibility solely for the design of the individual component assuming that the
loading and dimension requirements are as represented to the engineer. The suitability and
use of this component for any particular building is the responsibility of the Building Designer in
accordance with ANSIITPI Section 2. The engineer certifying this component is not responsible
for anything beyond the specific scope of work set forth above, including but not limited to, the
loading factors used in the design of the component, the dimensions of the component, the
transfer of lateral loads from the roof and/or forward to the shear walls down to the foundation,
connection of the components to the bearing support, the design of the bearing supports, the
design and connection to the shear walls, the design of temporary or permanent building
bracing required in the roof and/or floor systems, transfer of vertical loads down to the
foundation, the design of the foundation or analysis in connection with the roof and/or floor
diaphragms of the building. This is a high quality facsimile of the original engineering
document. A wet or embossed seal copy of this engineering document is available upon
request.
Truswal Systems Corporation
4445 Northpark Drive, Suite 102
Colorado Springs, CO 80907
800-322-4045
file://C:1Documents%20and%20SettingsltransferrsC\Local%20Settings\Templradb 13F9.tmp.... 1/7/2005
eJob Table of Details Page 1 of 1
TRUSWAL
A SYSTEMS
Engineering eJob
1/7/2005
Required Details*
Other Available Details*
ftp:11140:truswal@ftp.truswal.comlDesignsDetails/COICAL-HIP.pdf
ftp:11140:truswal@ftp.truswal.comlDesignsDetailslCO/EvaluationReport1607.pdf
ftp:11140:truswal@ftp.truswal.comlDesignsDetails/CO/FalseFrame.pdf
ftp:11140:truswal(a.ftp.tuswal.com/DesignsDetails/CO/GableBrace.pdf
ftp:11140:tuswal(cr�ftp.truswal.com/DesignsDetails/CO/Piggyback.pdf
ftp://140:tuswaIt ftp.tniswaI.com/DesignsDetails/CO/AltBrace.pdf
*Sealed versions of these details are available upon request.
Truswal Systems Corporation
4445 Northpark Drive, Suite 102
Colorado Springs, CO 80907
800-322-4045
file://C:1Documents%20and%20SettingsltransfersC\Local%20S ettingsTemplrad613 F9.tmp.... 1 /7"2005
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