Specifications RECEIr
JUN 15 2016
CITY OF TIGARD
BUILDING DIVISION
STRUCTURAL ENGINEERING
STRUCTURAL CALCULATIONS
SPECIAL INSPECTION REQUIRED
State of Oregon StructuralQ` lace Mezzanine
❑ Con a and Reinforcing Steel 12230 SW Main St.
olts Installed in Concrete
Tigard, OR
❑ Special Moment-Resisting Concrete Frame
❑ Reinforcing Steel&Prestressin¢SteetTendone`
CITY OP TIGARD
❑ Structural Welding THESE CALCULATIINS AR: CODE COMPLIANCE
❑ High-Strenght Bolting Approve* i
❑ Structural Masonrya OTCs [ J
❑ Reinforced Gypsur COncieW RUC 1lUR Penult ft ala .-LO i
ED Insulating Concrete Fill c�\� \AG 1 +E S/o? Suite "
Addi�sft =lj+ely�1.
s . c. Gv 186;JPE y ,2
1:3 Spray Applied Fire-Resistive Mats
S ��
❑ Pilings,Drilled Piers and Ca ► "
. 31 ACTIN Date: di: Aft
OR0oN
❑ Shotcrete 00 `�LY1 ,,Ya
❑
Special Grading,Excavation and Filling') ° E. OFFICE COPY
EXPIRES: 6-30-16
❑ Smoke-Control Systems
0 Other Inspections
L., _
AND SIGNATURE ARE NOT ORIGINAL
LIMITATIONS
ENGINEER WAS RETAINED IN A LIMITED CAPACITY FOR THIS PROJECT.
DESIGN IS BASED UPON INFORMATION PROVIDED BY THE CLIENT
WHO IS SOLELY RESPONSIBLE FOR ACCURACY OF SAME.
NO RESPONSIBILITY AND/OR LIABILITY IS ASSUMED BY,
OR IS TO BE ASSIGNED TO THE ENGINEER FOR ITEMS
BEYOND THAT SHOWN ON THESE SHEETS.
Project No.16-122
June 2°`',2016
5/26/2016 Design Maps Summary-Report
usGs Design Maps Summary Report
gaig
User-Specified I nput
Report Title Paddle Palace
Thu May 26, 2016 17:58:04 UTC
Building Code Reference Document ASCE 7-10 Standard
(which utilizes USGS hazard data available in 2008)
Site Coordinates 45.43102°N, 122.76936°W
Site Soil Classification Site Class D - "Stiff Soil"
•
Risk Category 1/11/111
j4111sboro
Portland
Beaverton
10
"Aga +�a >
Lake Oswego
Val a tint-
tie, . ,. ,k
'' •Oregon Cit
USGS-Provided Output vo$411:, A
SS = 0.973 g .,:,.'--S,„;"1" 1.081 Sos = 0.720 g
S, = 0.423 g SMI = .667 g So, = 0.445 g
For information on. how.,the SS and S1 values above have been calculated from probabilistic (risk-targeted) and
deterministic ground motions in the direction of maximum horizontal response, please return to the application and
select the "2009 NEHRP" building code reference document.
NICER Response Spectrum Design Response Spectrum
0.22
1.10 0.20
0.99 0.72
0.82 0.64
0.77 0.56
11 OI 0.48
0.66
0.55 0.40VI
0.44 0.32
0.33 0.24
0.22 0.16
0.11 0.02
0.00 0.00
0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.20 2.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00
Period, T(sec) Period, T(sec)
For PGA„,,, TCRS, and CR, values, please view the detailed report.
http://ehp2-earthquake.wr.usgs.gov/designmaps/us/summary.php?template=minimal&latitude=45.43101681ongitude=-122.769358&siteclass=3&riskcategory=0.. 1/2
• 5/26/2016 Design Maps Summary Report
Although this information is a product of the U.S.Geological Survey,we provide no warranty, expressed or implied, as to the
accuracy of the data contained therein.This tool is not a substitute for technical subject-matter knowledge.
•
http://ehp2-earthquake.wr.usgs.gov/designmaps/us/summary.php?template=minimal&latitude=45.431016&longitude=-122.769358&siteclass=3&riskcategory=0.. 2/2
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