Northpoint - RFI 056 L2 Stair Opening HSS Connection Details_sa.pdfSALUS
HEALTHCARE ARCHITECTURE
November 27, 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 revisions to L2 Stair Opening HSS Connection Details
Permit #BLD2018-0447
RE: RFI-056: new structural details
To Leif Bjorback and Kristin Johns,
Venture Construction will be meeting with either Milton Thompson or Eric Carter to review
this revision. Attached is RFI-56 which adds new details #17 (SKS-08) and #12 (SKS-11). These
details occur on the west side of stair at the second level:
- Detail #17 shows the connection of beam HSS 8x4x1/4 to the existing glu-lam (on
Gridline-E)
- Detail #12 shows the connection of beam HSS 8x4x1/4 to the new concrete wall
(adjacent to Gridline-D.1)
- Partial S-102 second floor structural plan showing detail locations.
Both details have been stamped and signed by Greg Lee, structural engineer of record for
ABKJ Engineers.
We are requesting these added details be approved.
Thank you for your consideration.
Douglas McNutt
Principal — Salus Architecture
Encl: Structural Details #08 & #12. Partial S-102.
C: R. David Frum, FAIA, ACHA
Z:\16029 Northpoint Recovery\Docs\06.01-MunicipalReview\AFTER PERMIT ISSUED Request for Clarification to City_10-24-18\RFI-056 L2 Stair Opening HSS
Connection Details\Northpoint - L2 Stair Opening HSS Connection Details.docx
1402 Third Ave, Suite 200 / Seattle, WA 98101 /T206.652.0722/F206.340.2266/www.salus.archi
/ENTURE RFI #56
GENERAL CONTRACTING LLC
Venture General Contracting Project: 1343 - Northpoint Recovery
1518 1 st Ave S #400 7416 212th Street SW
Seattle, Washington 98134 Edmonds, Washington 98026
Phone: 206 582 4500
L2 Stair Opening HSS Connection Details
TO: Douglas McNutt (Salus Architecture) FROM: Chad Winters (Venture General Contracting)
1518 1 st Avenue S., Suite 400
Seattle, Washington 98134
DATE INITIATED: 11/07/2018 STATUS: Open
LOCATION: DUE DATE: 11/14/2018
COST CODE: REFERENCE: S-201 & 9/S-592
COST IMPACT: TBD SCHEDULE IMPACT. TBD
DRAWING NUMBER: SPEC SECTION:
LINKED DRAWINGS: PRIORITY: High
RECEIVED FROM: Richard Wesley (Wintersky Inc)
COPIES TO:
Greg Lee (ABKJ), Greg Shelton (Venture General Contracting), Marty Thorton (Venture General Contracting), Adam Vance (Venture General
Contracting)
For the HSS 8x4x1/4 shown on S-102 on the W side of the L2 stair opening, please provide details specifying the connections at SW-3 on the N side
and the GL Beam on the S side.
Attachments:
RFI 56 HSS Connections.pdf
Awaiting an Official Response
All Replies:
Please see the attached sketches SKS-08 & SKS-11 for the connection details to the concrete
wall and GL beam.
Greg Lee / ABKJ
BY DATE
11 /14/2018
COPIES TO
Venture General Contracting Page 1 of 1 Printed On: 11/07/2018 02:24 PM
PL3/8x7x0-8 W/
4 - SDS2531 0
@ 1 1 /2" OC
HSS BEAM
1/2" PLWD
OR AS RE(
WALL SHTi
WHERE OC
r 1 r- \ / A T /\ r% P % r1 r% r- A r\ r- r% 1 1 r1 r1
ABKJ1
Andersen Bjornstad Kane Jacobs
Consulting Civil and Structural Engineers
1402 Third Avenue, Suite 200 Seattle, Washington 98101
206.340.2255 phone 206.340.2266 fax
www.abkj.com
.qTI III NA/Al I PFR
X PER
DR SCL
'ER PLANS
HSS BEAM TO GL BEAM CONN
NORTHPOINT DETAIL 17/S-721
Project number 18003.00
RECOVERY TI Date 11/14/18 SKS-08
Drawn by
Checked by GJL Scale NONE
TABLE C2
ANCHOR PLATE SCHEDULE
BM SIZE
No OF
CONN TYPE &
WELD
ANCHOR
FLSIZE
No OF
HORIZ ROWS
HSB REQD
SIZE (INCHES)
SIZE
(INCHES)
OF DIEA
(INCHES)
(2 PER ROW)
HSS8x & SMALLER
2 - 3/4" DIA-A325N
SEAT L3x3x5/16
1/4"
1/2 x 10 x 1'-0"
2
HSS1 Ox - HSS12x
4 - 3/4" DIA-A325N
SEAT L3x3x3/8
5/16"
1/2 x 10 x 1'-6"
3
(E) CONC WALL
DIEA PER SCHED
TABLE C2,
STAGGER 1 1/2"
L5x5x1/2, LENGTH
TO MATCH
ANCHOR PL
SEAT L PER TABLE C2
L3x3x1 /4 x ^ _
X
Q
75
Z
iY)
3 1/2" \
MIN HSS BM
3/4" GAP- HSB, SIZE PER
TABLE C2, SPA
TO MATCH DIEA
NOTE: CONTR OPTION TO USE ANGLE WITH SHORTER LEG
PERP TO (E) CONC WALL, MIN 2 1/2" LONG.
HSS BEAM
TYP ANCHOR PLATE AT END (E) CONC WALL
NO SCALE
RFI #056 RESPONSE
ABKJ1
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
Recovery T I
New Detail - 12/S-721
Project number 18003.00
S KS-11
Date 11 /21 /18
_
Drawn by
Checked by GJL
Scale NONE
20' - 0"
4
(E) 5 1/8x33 GL
- — — — — — — — — — — — — — — — — — — — — — —
O
m ii Q-
_______ ___________________________________________3 RFI-56, ___________
__________ SKS-11 ___________ ___
== L========================--=----=---==--------------�============ ===
D
�_
(E) 16"DP TP � � F F
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1�@10=_== ________________ =�a
"_____________" _________'__----_---
== = 1 ___________ _______________________ ______________ ___
S-592 m
O _ 00
============== ---
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_ ----------- -----
X SW-3 r --1�77—
___------------------- _________________
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______________ ___
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__SM__�_ __�_____ __ __ u --
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=_a==_=_=_a=_=_=_____ O X_________________________________
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________ ___
aF / r` U U 2 3/4"------- -
5�2 ------ N-------- ---
_ _= sirN U N 8 314" _
____ ____ `
_=_--__= -_--__ _------------_-- E RFI-56, _-
----------- 5 1/8x16 1/2==== P
_________ _ _____ - SKS-08 =__ ___
____________________ ____________ S-592 =_=_=_______________________________ 5 ________________________
SIM