RESPONSE BLDG #1 OF 2.pdfr- 9/27/18
Up:)I
STATE
engineef
PO BOX 952 LYNNWOOD, WA 98046
T. (206) 280-4715 F. (206) 834-6261
SERVICES@UPSTATEENGINEERING. COM
September 27, 2018
City of Edmonds
Attn: Eric
121 5th Avenue North
Edmonds, WA 98020
Re: Upstate Job#0916
Vector One LLC
Site Address: 8364 Olympic View Drive
Edmonds # BLD2018-1030
To Whom It May Concern:
The following is in response to the above -referenced correction notice dated September 12, 2018,
regarding calculations provided by this office:
1. Gravity calculations provided by others.
2. The SW-1 in question could be reduced to as little as 15 feet net total length with no
individual panel less than 3' wide and remain SW-1 with no holdowns. Note the same
constraints apply to the pony wall below. Provide ventilation as required.
3. Deck rail details provided by others.
Should there be any questions or comments please contact our office.
Sincerely,
Andrew Gahan, PE
Wall Line
Level
( a
G��oo
�
�`t
Segment
Tributary loads
Wind
Seismic
Width
Height
wr
wra
wf
wfa
T(x)
T(x+1)
T(x)
T(x+I)
Seis max
A
1
S-S
3.50
9
189
1679
249
267
Wind Seis
VD(x+l) [Ibs] 624 2637.66
1%1
50%
50%
VD(x) [Ibs] 947.7 2552.99
VT(x) [Ibs] 1571.7 5190.65
L 25.00 25.00
n 63 208
2015 SUPWS SEISMIC MAX 374
TMAX(x) [Ibs] 189 1679�,6.
3.00
9
7
2
73
1545
249
311
2.50
9
1 7
2
1 100
1576
249
374
3.00
9
10
2
F 43;
1510
249
311
3.00
9
10
2
43
1510
249
311
00
9
6
2
-67
1381
249
4.00
9
2
2
87
1560
1 249
234
B
I 1
I S-S
Wind Seis
VD(x+l)[Ibs] 624 2637.66
:5-V-1
Gk
VD(x)f1hti;, 947.7 2552.99
VT(x)f11i&I1 1571.7 5190.65
L 37.00 37.00
n 42 140
20I5 sorws SEISMIC n1AX 210
TMAx(x) I1)8l 21 841
22.00
9
-552'
174
3.00
i 9
21
841
210
3.00
_) 9
21
841
210
3.00
) 9
21
841
210
3.00
19
21
841
210
3.00
9
21
841
210
Wind Seis
VD(X+I) [Ibs]
%
VD(x) [Ibs]
VT(x) [Ibs]
L
n
2015 SUPWS SEISMIC MAX
TMAX(x) [Ibs]
i
D
1
S-S
Wind Seis
VD(x+1) [Ibs]
%
VD(x) [Ibs]
VT(x) [Ibs]
L
n
2015 SUPWS SEISMIC MAX
TMAX(x) [Ibs]
i
Version 7.0
�r---'ry CPV
Page5.2