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RECEIVED
STRUCTURAL CALCULATION4D NFTIGARD
GDIV ISION
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SERVICE MASTER SOLUTIONS
16280 SW UPPER BOONES FERRY RD
TIGARD, OR 97224
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Contents
Detail A DI
Contact Person: John E Nordling,PE Calculations C 1 -C2
NORDLING Proj. No.: 13-160
STRUCTURAL
SERVICEEIL G S ISMI SOLUTION
EW
115C ENGINEERS, LLC DURUS CONSTRUCTION LLC
0775 SW I I Ith,Suite 200 Beaverton OR,97008 Date: APR 2013 By: JEN Sheet No.: COVER
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NORDLING Proj. No.: 13-160
ittMASTER C STRUCTURAL SE VICE CEILINGS ISMICOLUTION REVIEW
ENGINEERS, LLC
DURUS CONSTRUCTION LLC
6775 SW 111th.Suite 200 Beaverton OR.97008 Date: APR 2013 By: JEN Sheet No.: D1
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NORDLING Proj. No.: 13-160
SERVICE MASTER SOLUTION
STRUCTURAL CEILING SEISMIC REVIEW
ENGINEERS, LLC5 DURUS CONSTRUCTION LLC
9775 SW 11 uh,Suite 200”Beaverton OR.97008 Date: APR 2013 By: JEN Sheet No.: Cl
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USGS
Earthquake Hazards Program
2005 ASCE 7 Standard
Location 45°24'4.84"N Ss and S1 —Mapped Spectral Acceleration Values
122°45' 10.27" W 16280 SW Upper Boones Ferry Rd,Tigard,OR 97224
Ground Motion Ss 0.932 Si 0.335
Occupancy Category II Site Coefficients Fa 1.13
Site Class D Fv 1.73
Importance Factor 1.0
Height of Structure 20.0 ft SMs Fa* Ss 1.051
SMI Fv * Si 0.580
Design Category(SDC) D
SDS (2/3)SMS 0.700
SDI (2/3)SMI 0.386
Equipment Braced Above Center of Mass Eq= 0.147W+0.2 SDS W
ap 1.00 Rp 3.00 = 0.147W+0.20 * 0.700 W
= 0.147W+0.140 W
Fp0.4•ap •Si •h /1+2•�\•W W :Weight of Unit
— p
Rn h1
z= 20.0ft ASD
FP= 0.28 WP->* 0.7 0.196
z= 11.0ft
FP= 0.20 WP->* 0.7 0.137
FP MIN= 0.3 SDS IP WP
= 0.210 WP->* 0.7 0.147
FP MAX-=- 1.6SDS IP WP
= 1.12 WP->* 0.7 0.784
NORDLING Proj. No.: 13-160
SERVICE MASTER SOLUTION
STRUCTURAL CEILING SEISMIC REVIEW
ENGINEERS, LLC DURUS CONSTRUCTION LLC
6775 SW 111th,Suite 200 Beaverton OR,97008 Date: APR 2013 By: JEN Sheet No.: C2