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- ENGINEERING
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STRUCTURAL CALCULATIDNS
JUST SPORTS MALL FRONT
WASHINGTON SQUARE MALL
9585 SW WASHINGTON SQUARE ROAD
PORTLAND, OREGON
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PROJECT NUMBER: ADB 1 26
DATE: JULY 14, 20DB •
PERMIT SUBMISSION
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4875 SW Griffith Drive -Suite 300 I Beaverton, OR 1 97005
503.620.3030 I tel 503.620.5539 I fax w w w. a a I e n g. c o m
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AA I alghao associates, Inc.
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f ENGINEERING
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July 14, 2008
Mr. Jack Kriz
Mildren Design Group, PC
7650 SW Beveland Street, Suite 120
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Tigard, OR 97223
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Ref.: Just Sports Tenant Improvement - Mall Front
Washington Square Mall
MI Project Number: A08126
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. Dear Jack:
We. are pleased to submit the attached sketches and the corresponding structural
calculations that verify the structural adequacy 9f the light -gauge metal stud framing and
shear walls supporting the mall front for the Just Sports tenant improvement located in
the Washington Square Mall in Portland, Oregon. Our design and analysis is based • on
the prototypical mall front drawings provided by your office and the 2006 International
Building Code as amended by the • State of Oregon (2007 Oregon Structural Specialty
Code). .
If there are any questions or comments, please do not hesitate to call.
Sincerely,
4 11041
Steve oung, PE SE
Project Manager
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4876 8W Griffith Drive 18uile 300 I Beaverton. OR 197006
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Conterminous 48 States
) 2006 International Building Code
Latitude = 45.45
Longitude = - 12238
Spectral Response Accelerations Ss and S1
Ss and S1 = Mapped Spectral Acceleration Values ,
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Site Class B - Fa =1.0 ,Fv = 1'.0 •
Data are based on a 0.05 deg grid spacing
Period Sa •
(sec) (g)
0.2 0.948 (Ss, Site Class B)
1.0 0.341 (S1, Site Class B)
•
Conterminous 48 States
2006 International Building Code
Latitude = 45.45
Longitude = - 122.78
Spectral Response Accelerations SMs and SM1 •
SMs = FaSs and SM1 = FvS1
Site Class D - Fa = 1.121 ,Fv = 1.719
r Period Sa
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• 0.2 1.063 (SMs, Site Class D)
1.0 0.586 (SM1, Site Class D)
Conterminous 48 States
2006 International Building Code
. Latitude = 45.45
Longitude = - 122.78
SDs = 2/3 x SMs and SD1 = 2/3 x SM1
Site Class D - Fa = 1.121 ,Fv = 1.719
• Period Sa •
(sec) (g)
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1.0 0.390 (SD1, Site Class D)
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