REVIEWED BLD2022-0269+Structural_Analysis_or_Calculations+3.1.2022_1.28.42_PM+2709765RECEIVED
BLD2022-0269
_SHUTLER Mar 02 2022
CONSULTING CITY OF EDMONDS
ENGINEERS, Inc. DEVELOPMENT SERVICES
DEPARTMENT
12503 Bel -Red Road, Suite 100
Bellevue, Washington 98005
(425) 450-4075 FAX (425) 450-4076
STRUCTURAL CALCULATIONS FOR:
FRANKS RESIDENCE
8732 - 209th PLACE SW
EDMONDS, WA 98026
PROPOSED BY:
SPENCER FRANKS
DESIGN CRITERIA:
CODE..................................
ROOF LIVE LOAD .................
FLOOR LIVE LOAD ...............
WIND LOAD .........................
SEISMIC ZONE .....................
JOB Frank Residence
SHEET NO. COVER OF
CALCULATED BY jch DATE 2/3/2022
CHECKED BY DATE
JOB NUMBER 22-01.06
..........................................,
REVIEWED
BY
CITY OF EDMONDS
BUILDING DEPARTMENT
INTERNATIONAL BUILDING CODE, 2018 EDITION
25 PSF SNOW LOAD, Is=1.0
40 PSF
110 MPH ZONE, EXPOSURE "B"
SITE CLASS `D-default', Sds=1.028, Shc=0.558,
DESIGN CATEGORY `D'
ALLOWABLE SOIL BEARING IS ASSUMED TO BE 1500 PSF.
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8732 209th PI SW, Edmonds, WA 98026, USA
Latitude, Longitude: 47.8086891-122.3514483
Date
Design Code
Reference Document
Risk Category
Site Class
Type
Value
SS
1.285
S1
0.453
SMs
1.542
SMi
null -See Section 11.4.8
SIDS
1.028
Sol
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Type
SDC
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CRS
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Woodridge Apartments'
Caffe Ladro Edmonds("-.
Edmonds
Veterinary Hospital'
Map data 02022
2/3/2022, 11:27:24 AM
ASCE7-16
II
D - Default (See Section 11.4.3)
Description
MCER ground motion. (for 0.2 second period)
MCER ground motion. (for 1.Os period)
Site -modified spectral acceleration value
Site -modified spectral acceleration value
�{ Numeric seismic design value at 0.2 second SA
O` ��U Numeric seismic design value at 1.0 second SA
Value
Description
null -See Section 11.4.8
Seismic design category
1.2
Site amplification factor at 0.2 second
null -See Section 11.4.8
Site amplification factor at 1.0 second
0.547
MCEG peak ground acceleration
1.2
Site amplification factor at PGA
0.657
Site modified peak ground acceleration
6
Long -period transition period in seconds
1.285
Probabilistic risk -targeted ground motion. (0.2 second)
1.413
Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration
2.282
Factored deterministic acceleration value. (0.2 second)
0.453
Probabilistic risk -targeted ground motion. (1.0 second)
0.505
Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration.
0.933
Factored deterministic acceleration value. (1.0 second)
0.802
Factored deterministic acceleration value. (Peak Ground Acceleration)
0.91
Mapped value of the risk coefficient at short periods
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