Specifications (2) 8/30/2019 ATC Hazards by Location
Hazards by Location
Search Information
Address: 10105 SW Nimbus Ave, Tigard, OR 97223,USA Jy VAt100uve!
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Coordinates: 45.4469462,-122.78974410000o01 �' I
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Elevation: ft State forest r♦dlStiOrtoB i' p c
Be2v*rton Gresham
Timestamp: 2019-08-30T17;34:42.898Z vs} mt f
NatiorlD
Hazard Type: Seismic iil
Reference ASCE7-10 Go ,gie
Document: Map, hpon 6-map erro'
Risk Category: II
Site Class: D
MCER Horizontal Response Spectrum Design Horizontal Response Spectrum
sa(g) Sai9)
1.00
0.60
0.80
0.60 0.40
0.40
0.20 0.20
0.00 0.00
0 5 10 15 Period(s) 0 5 10 15 Period(s)
Basic Parameters
Name Value Description
SS 0.973 MCER ground motion(period=0.2s)
Si 0.424 MCER ground motion(period=1.0s)
SMS 1.081 Site-modified spectral acceleration value
SMt 0.669 Site-modified spectral acceleration value
S9S 0.721 Numeric seismic design value at 0.2s SA
Sot 0.446 Numeric seismic design value at 1.0s SA
vAdditional Information
Name Value Description
SDC D Seismic design category
Fa 1.111 Site amplification factor at 0.2s
• Fv 1.576 Site amplification factor at 1.0s
' https://hazards.atcouncil.org/#/seismic?lat=45.4469462&ing=-122.78974410000001&address=10105 SW Nimbus Ave%2C Tigard%2C OR 972236/,
8/30/2019 ATC Hazards by Location
CR8 0.896 Coefficient of risk(0.2s)
CR1 0.871 Coefficient of risk(1.0s)
PGA 0.426 MCEG peak ground acceleration
FPGA 1.074 Site amplification factor at PGA
PGAM 0.458 Site modified peak ground acceleration
TL 16 Long-period transition period(s)
SsRT 0.973 Probabilistic risk-targeted ground motion(0.2s)
SsUH 1.086 Factored uniform-hazard spectral acceleration(2%probability of
exceedance in 50 years)
SsD 2.087 Factored deterministic acceleration value(02s)
S1 RT 0.424 Probabilistic risk-targeted ground motion(1.0s)
Si UH 0.488 Factored uniform-hazard spectral acceleration(2%probability of
exceedance in 50 years)
S1D 0.69 Factored deterministic acceleration value(1.Os)
PGAd 0.761 Factored deterministic acceleration value(PGA)
The results indicated here DC)NOT reflect any state or local amendments to the values or any delineation lines made during the building code
adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with
design.
Disclaimer
Hazard loads are provided by the U.S.Geological Survey Seismic Design Web Services.
While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or
liability for its accuracy.The material presented in the report should not be used or retied upon for any specific application without competent
examination and verification of its accuracy.suitability and applicability by engineers or other licensed professionals.ATC does not intend that the
use of this information replace the sound judgment of such competent professionals,having experience and knowledge in the field of practice,nor
to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website.
Users of the information from this website assume all liability arising from such use.Use of the output of this webslte does not imply approval by
the governing building code bodies responsible for building code approval and Interpretation for the building site described by latitude/longitude
location in the report.
https://hazards.atcouncil.org/Pseismic?lot=45.4469462&Ing=-122.78974410000001&address=10105 SW Nimbus Ave%2C Tigard%2C OR 97223%2... 2/2
MWFRS Wind Loads Jab No:
i ASCE 7-10 Designer:
��Yri1JGTlJfiAL E3vG1NEEfis,LLI Eaclased&Po bully Enclosed Low Rise Buildings _ Checker:
Notes: Burger King-Tigard,OR Date: 8/30/2019
Basic Parameters
Risk Category II
Table 1.5-1
Basic Wind Speed,V 110 mph Figure 26.5-1A
Wind Directionality Factor,Kd 0.85 Table 26.6-1
Exposure Category g
Section 26.7
Topographic Factor,Kit 1.00 Section 26.8
•
Enclosure Classification Enclosed Section 26.10
Internal Pressure Coefficient,GC, +/-0.18 Table 26.11-1
Pressure Coefficients
Roof Slope 0/12 0.0 degrees
Wall External Pressure Coefficient,GC1,F 0.53 Table 28.4-1,Surface 1
Roof External Pressure Coefficient,GCS -0.69 Table 28.4-1,Surface 2
Roof External Pressure Coefficient,GCS -0.48 Table 28.4-1,Surface 3
Wall External Pressure Coefficient,GCS -0.43 Table 28.4-1,Surface 4
Structure Pressure Summary(Add Internal Pressure a,GC0 or gdGC0 as Necessary(
Height,z K, q Walls Roofs Comp&Cladding
- _ Windward Leeward Total*0,6 Windward Leeward Total*0.6 A P„e*0.6
15 ft 0.70 18.4 psf 13.1 psf -11.2 psf 14.6 psi I6.0 psf -11.2 psf 0.0 psi 1 14.3 psi
20 ft 0.70 18.4 psf 13.1 psf -11.2 psf 14.6 psf -16.0 psf -11.2 psf 0.0 psf 1 14.3 psf
25 ft 0.70 18.4 psf 13.1 psf -11.2 psf 14.6 psf -16.0 psf -11.2 psf 0.0 psi 1 14.3 psf
30 ft 0.70 18.4 psf 13.1 psf -11-2 psf 14.6 psf -16.0 psf -11.2 psf 0.0 psf 1 14.3 psf
40 ft 0.76 20.0 psf 14.2 psf -12.2 psf 15.8 psf -17.4 psf -12.2 psf 0.0 psf 1.09 15.6 psf
SD ft 0.81 21.3 psf 15.1 psf -13.0 psf 16.9 psf -18.6 psf -13.0 psf 0.0 psf 1.16 16.6 psf
60 ft , 0.85 22.4 psf 15.9 psf -13.7 psf 17.7 psf -19.5 psf -13.7 psf 0.0 psi 1.22 17.4 psf
(Roof area can be ignored if total pressure is negative)
Page 1 of 1
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Armet Davis Newlove, AIA Architects
1330 Olympic Boulevard • Santa Monica, CA 90404-3726
_..:s ,''::• .,...nn Phone: 310-452-5533 Fax: 310-450-4742
Transmittal
Date: Monday, September 16, 2019
To: City of Tigard Building Department
13125 SW Hall Blvd
Tigard, OR 97223
Cc: Ambrosia QSR, Jonnathan Padilla
From: John Dodson (dodson@adnarch.com)
Sent Via: Mailed
Regarding: BK Tigard
10105 SW Nimbus Ave
Tigard, OR 97223
We are submitting the following for review:
Item Quantity
Sets of Plans 3
Structural Calculations 2
Application Form 1
Comments:
Please, send invoice for Plan Check fees.