Report RECEIVED
MAR 12 2015
CITY OF TIGARD
BUILDING DIVISION
Structural Calculations
ROGERS MACHINERY (Portland, OR)
14650 SW 72nd Avenue Portland, OR.
Footing for Air Receiver
DESIGN LOADS: ASCE-7 (10)
Wind: 122 mph (Exposure B)
Seismic: Ss = 0.968
Max
C OFiTIG Pressure = 1500 psf
REVIEWED FOR CO COMPLIANCE
Approved: I
OTC: [ ] i07 V
Permit#: DP2 -cm >( ; ‘ 416,
Address: 14- 600 72-"2'' x 1%4.
Suite#: - 11 P A '
By: a.D:.!'s Dates t7 f� �----.
OU(!ON
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EXPIRES: DEC 31 1 1 .
Job No. 6438
•
TIM COVERT P.E. STRUCTURAL ENGINEER
1750 SW Skyline Blvd #221
Portland, Oregon 97221 Phone:(503) 228-0426
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Design Maps Summary Report 1,13C-r-- -17
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USGS Design Maps Summary Report
User-Specified Input
Building Code Reference Document ASCE 7-10 Standard
(which utilizes USGS hazard data available in 2008)
Site Coordinates 45.41°N, 122.75°W
- Site Soil Classification Site Class D - "Stiff Soil"
Risk Category I/II/III ¢
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USGS-Provided Output
S5 = 0.968 g SMS = 1.077 g S°5 = 0.7188
S1 = 0.420 g SMl = 0.664 g Sot = 0.442 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.
MCEJI Response Spectrum Design Response Spectrum
1.10 0.72
0.s! 0.64
0.11 0.54
0.77
0.40
a 0.ii _T
a 0,55 0 40
0,44
tii 0.12
0.13 0.24
0.22 0.16
0.11 0.00
0.00 000
000 0.20 0.40 0.60 010 1.00 1.20 1.40 1.60 1.10 2.00 0.00 0.20 0.40 0.60 0.10 1.00 1.20 1.40 1.60 1.00 2.00
Period. T(sec) Period.T(sec)
For PGA,,, T1, CRS, and CR,. values, please view the detailed report.
httn://ehn4-earthauake.cr.us2s.aov/designmans/us/summarv.nhn?template=minimal&latitu... 2/26/2015
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FOOTING SCHEDULE: Capacities based on 1500 psf
0 4'-0" square x 18" thick 24,000 lbs.
with (4) #4 each way at 2" clear of top.
with (4) #4 each way at 3" clear of bottom.
Materials: Concrete 3000 psi at 28 days *
Slump (ftg) 3" to 5"
Portland Cement C-150
5-1/2 sacks per cubic yard
Aggregates per C-33
3/4" maximum aggregate size
Water per C-94
Concrete Temperature 50-90 F
Air Entrained 5-7%
Note: The concrete supplier shall assume full responsibility
for the mix design and the overall performance of the concrete.
Rebar ASTM A615 Grade 40
* f'c = 2500 psi ... No Special Inspection required.
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