Northpoint - REVISED_RFI-063 SW-4 Drag Straps at Level 2_rev_SA.pdfSALUS
HEALTHCARE ARCHITECTURE
November 30, 2018
Leif Bjorback,
Kristin Johns
City of Edmonds, Development Services Department
121 5th Ave N
Edmonds, WA 98020
Subject: Northpoint Recovery, Remodel of Edmonds Facility
Request for adding Drag Straps at Level 2
Permit #BLD2018-0447
RE: REVISED: RFI-063
To Leif Bjorback and Kristin Johns,
The RFI-063 response was sent to you on September 281h
This is the REVISED RFI-063 response which changes hold downs from 2-HDU11 to 2-HDU19
(on detail-4).
Venture Construction will be meeting with either Milton Thompson or Eric Carter to review
attached new detail #12/SKS-10 and Elevation-4 for the second floor drag straps.
The drag struts occur along Gridline-3 at the north and south sides, see attached partial plan
for locations.
In the original design, the hold downs were on the underside of the soffit and exposed to the
exterior. Instead, drag straps were added on top of the second -floor plywood (which will be
covered by flooring material)
We are requesting one of the site inspectors approve this detail.
Thank you for your consideration.
Douglas McNutt
Principal — Salus Architecture
Encl: Structural Detail #12/SKS-10, Elevation-4 and Partial Structural Floor Plan S-102
C: R. David Frum, FAIA, ACHA
Z:\16029 Northpoint RecoveryVDocsV06.01-MunicipalReviev AAFTER PERMIT ISSUED_Request for Clarification to City_ 10-24- I8\RFI-063 SW-4 Drag Struts at Level
2_sent\Northpoint - REVISED_SW-4 Drag Straps at Level 2.docx
1402 Third Ave, Suite 200 / Seattle, WA 98101 / T 206.652.0722 / F 206.340.2266 / www.salus.archi
Mr. Leif Bjorback,
November 30, 2018
Page 2
Original Details on 4/S-221 Shear Wall Elevations that is Dart of the
permit set:
Drawing sheet 5-102 calls for 2ea locations of continuous 8"x16" drag strut with 2-HDU11
just west GL-3 & GL-6 at Level 2. These drag struts are shown to terminate at GL-A & GL-
J. Terminating these drag struts at these two identified grid lines would expose the hold
downs below the Level 2 exterior soffit area.
A T
C
2'-8" ' 2'-4"' 15'-8"
DRAG STRAP 3
9
S-582
G H J
2'-8" 2'-4"�
_ _ _' _ ' _ _ ROOF -RIDGE
24' - 7 3/4"
-- � --- R F
23' - 10"
3
2-HDU11
_—_—LEVEL2—
12'-0"
Mr. Leif Bjorback,
November 30, 2018
Page 3
Revised Details on 4/S-221 Shear Wall Elevations and New Detail 12/S-
582 Typical Wood Framing Details:
Attached detail #12/SKS-10 and Elevation-4 show drag strut hold-downs relocated inside the
exterior wall with steel straps at each end - above the second level plywood. Partial
Structural Floor Plan S-102 locates the detail. This has been signed by Greg Lee (ABKJ
structural engineer of record).
Q Q
-i -i-
i i
i
........
.......
..........................
a .F.......
...........
......i....
...
.. ... ...... .... ...
.......::..........::.�. i....
.. ......
..........
. ...
........
......................... .� -,t If.......
.. ..
.... .. .....
..........
' .......
.......................... tF _
' , ,j.....
%
...........
.........
i ............
........it N+Y11.0 .� ....... ...
.... .......
.........
• ........N
.T................. . . ..............
..........SY
...__.
......ram....
........ .......... ..
.�.
LL
S'ltYNtlR•
.caRtan
--'
-
i •
g 't Y4t' ......
...........
........
rU .....
.....:.....
..........
.J' •.
• ............
...........
.......:%
) ..lrifif
.
.. .........
...........
............
' ............
.. ...........
............... &........
.......i.
....�
..........
I
.............
ttuV.r'
o
tut
tiWtui,tuat t__-- —
'UYVJLLY
aw...
,.,,
......
..............................................
:. ................
. .........
,nrnn
-
,i....
.......... j�........................................
1 .........
.......... (............
; . ,
.........................
.......................... ar:
...........
i..
(.........
.............
...........
............
.......... i............
........ ........
..........................
.........................
.jai........
....
............
...........
aut.,,. tt-...y......
t•,.,•,,,.,.•...•, •t„t•—:. _ -
'j,aut ,
...........
111z1-3 .1 L-L. i "",
W�tILA N�
0IM Ji
W WCN
LL N
Q N ct)
ry, Q �
n
Q
ry
U)
ry
Z
O
Q
w
J
W
ABKJ I
Andersen Bjornstad Kane Jacobs
Consulting Civil and Structural Engineers
1402 Third Avenue, Suite 200 1 Seattle, Washington 98101
206.340.2255 phone 1206.340.2266 fax
www.abkj.com
Northpoint
RecoverT I
y
RFI #063 RESPONSE
Partial Elevation-4/S-221
Project number 18003.00
S KS-09
Date 11/21/18
Drawn by
Checked by GJL
Scale NONE
►�OORY r L-K
E) PLWD DECK
E) TJI JST
16 GA x 1 1/4" W DRAG
STRAP
PROVIDE WEB STIFF TO
MATCH TJI FLG THK
8x16 DRAG STRUT BLKG
NOTES:
DRAG STRAP NAILING TO BE 20-10d @ 1 AVE OC AT EACH END OF THE
DRAG STRAP, WITH MAX 12" SPACING IN BETWEEN.
12
SW-4 LEVEL 2 DRAG STRAP
RFI #063 RESPONSE
ABKJ1 Northpoint New Detail 12/S-582
Andersen Bjornstad Kane Jacobs Project number 18003.00
Consulting Civil and Structural Engineers Recovery T I Date 11 /21 /18 S KS — 1 0
1402 Third Avenue, Suite 200 � Seattle, Washington 98101
206.340.2255 phone 206.340.2266 fax Drawn by
www.abkj.com
Checked by GJL Scale NONE