APPROVED PLN BLD2021-1078+Architectural_Plan+8.3.2021_7.49.59_PM+2337651DRAWN BY:
ALL, WORK SUBJECT
TO FIELD
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ADDRESS OF PROPERTY -
OWNER -
LEGAL DESCRIPTION -
PARCEL NO
PLAT BLOCK -
PLAT LOT -
PL. 125.E
co
r
28'
60
24307 77TH PL W
12" OVERHANG
— f
APPROVED BY PLANNING SITE PLAN
8/19/2021 SCALE 3/32" = V-0'
X
24307 77TH PL W, EDMONDS, WA 98026
DEROCHIER DARRELL J
LAKE BALLINGER HOMESITES ADD BLK 003 D-00 - LOT
00488700300700
ELMECH
Industrial Services LLC
410-530-5364
NOTES:
RECEIVED
Aug 05 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
8/3/2021
SEAL
ENGINEER: C
City Of Edmonds
Building Department
Work SEISMIC RETROFIT a
206-784-7275
Address 24307 77TH PL W
Owner DEROCHIER
Approved Date 08/19/2021
Building Official Eri4, Cyr
Permit Number BLD2021-1078
SETS N*VV*
RETROFIT & REMODELING
Darrell Derochier, 24307 77TH PL W, EDMONDS, WA 98026
OSHPD
Darrell Derochier, 24307 77TH PL VV, EDMONDS, VITA 98026
24307 77th PI W, Edmonds, WA 98026, USA
Latitude, Longitude: 47.7785294,-122.3369829
W
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Date
Design Code Reference Document
Risk Category
Site Class
Type Value
SS 1.276
Sl O.d47
SMS 1-531
SM1 null -See Section 11.4-8
SDg 1.021
SDI null -See Section 11-4-8
Type Value
SDC null -See Section 11-4-8
Ea 1.2
243rd PI sw
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Interurban Trail-trailhead.
1-9
II
I
Map data 02021
8f3f2021. 11 A028 AM
ASC E7-1 fi
0
D - Default (See Section 11-4.a)
Description
MC ER ground motion. (for 0.2 second period)
MCER ground motion- (far 1-Ds period)
Site�odified spectral acceleration value
Site -modified spectral acceleration value
Numeric seismic desgn value at 0.2 second SA
Numeric seismic design value at 1.D second SA
De seripti on
Seismic design category
Site amplification factor at 0.2 second
V = CsW Equivalent Force Method Ss USGS = 1.276 Fa = 1.2
Sds = (2/3)FaSs = (2/3)(1.2)(1.276) = 1.021 R = 6.5
Cs = Sds/(R/1)=1.021/(6.5/1) = 0.1570 48.00 28.00
Basement Area = 48(28) = 1344.00 Sq. ft
W = Area(20+15+20) +10(8)(48+28)(2) = 86080 Ibs Roof+ attic+floor+walls
V = CsW = 13518.53 Ibs
R = V/2/length = 241.40 Ibs/ft
for 6 ft = 1448.41 < 1530 for Simpson URFP (2) 1/2" Anchors 4" Embedment -Sill Plate(5) %" X 3" SDS
8/3/2021
RECEIVED
Aug 05 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
DRAWN BY:
ELMECH
48' Industrial Services LLC
410-530-5364
NOTES:
RECEIVED
Aug 05 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
ao
cV ALL WALLS ARE A WALL N 8/3/2021
SEAL
A CH
w 8
0
F
0
e 18242
rural V
anal En
ENGINEER:
34' 2' 12'
a
206-784-7275
FLOOR PLAN
SCALE 3/16" = 1'-0"
S I I IS C N.w•
RETROFIT ft REMOIEDN-6
RIM
JOIST A-35
L
SILL SDS
PLATE
-UFRP
3"
4" TITAN
4"
1
FLOOR
SILL
PLATE SDS
3"
TITAN
4"
RFAP
3
FILLER
SILL SDS
PLATE
3"
UFRP
TITAN
4"
5
FULL HEIGHT FOUNDATION
RIM
JOIST
A-35
RFAP
SILL
L ///,--
SDS
PLATE
3"
TITAN
4"
2
FLOOR
SILL
PLATE SDS
3"
TITAN
4"
RFAP
4
A 6' OC
URFP/RFAP SPACING
A 35 SPACING 24" OC If possible
Use 5 SDS screws for URFP FRFP
DRAWN BY:
ELMECH
Industrial Services LLC
410-530-5364
1►[.119�91
RECEIVED
Aug 05 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
8/3/2021
69r_Uv1N
ENGINEER: C
a
206-784-7275
JR Ai
RETROFIT & REMODELING