FIELD CHANGE RE_ Northpoint - Revised Parapet detail RFI-036.pdfFrom:
Biorback. Leif
To:
"Douglas Mcnutt"
Cc:
Johns, Kristin; San ni u; Thompson, Milton; Carter, Eric
Subject:
RE: Northpoint - Revised Parapet detail RFI-036
Date:
Thursday, October 25, 2018 5:19:23 PM
Douglas,
I reviewed this detail with both Milton and Eric. This particular level of additional detail can be treated in the
field as a request for clarification, or RFI, and can be handled if the field, without formal plan review, by
simply providing the inspector a stamped or letterhead copy of the RFI.
I will add, in response to your earlier question, that changes to the approved plans involving more significant
issues, such as relocating walls or rooms, changes to beam sizes or shearwalls, egress or accessibility, etc.,
would require a formal submittal as a revision, including plan review. The distinction between a clarification
and a revision is normally determined by the building inspector. I hope this helps.
Leif 3forba.
Building Official
City of Edmonds
(425) 771-0220
Development Services Hours:
Monday & Tuesday 8:00 AM — 4:30 PM
WEDNESDAYS WALK-IN (counter) hours are 8:30-Noon
Thursday & Friday 8:00 AM — 4:30 PM
From: Douglas Mcnutt <douglas.mcnutt@salus.archi>
Sent: Wednesday, October 24, 2018 5:59 PM
To: Bjorback, Leif <Leif.Bjorback@edmondswa.gov>
Cc: Johns, Kristin <Kristin.Johns@edmondswa.gov>; Sangni Qu <sangni.qu@salus.archi>
Subject: FW: Northpoint - Revised Parapet detail RFI-036
City of Edmonds, Development Services Department
121 5th Ave N
Edmonds, WA 98020
NorthPoint Recovery, Remodel of Edmonds Facility
Request for revisions to Parapet Detail
Permit #BLD2018-0447
To Leif Bjorback and Kristin Johns,
Milton Turner met with Greg Shelton (Venture Construction) to review the parapet. Milton reviewed the new
parapet detail 10/S-582 (for the east/west sides) and felt we should review it with you. The new detail is for
fastening the parapet to the existing 2x12 roof framing at the east/west sides.
ABKJ Structural Engineers have stamped and signed this detail
The original permitted detail 5/S581 was designed for fastening the parapet to the existing glu-lam beams.
We are in construction and would appreciate your prompt review of this added detail.
We are trying to get the roof on before the rains begin.
Original Detail 5/5-581 that is part of the permit set:
The permitted set of drawings show detail 5/S-581 (below) to be used on the north/south/east/west sides of
the parapet.
However, this detail which spans a 6x8 between glu-lams should only be used on the north/south sides of the
parapet. There are no glu-lams on the east/west sides of the parapet.
2x8 @ 24" OC
PARAPET WALL
112" PLWD ES
ST18 @ EA END
OF 6x8
(E) GL B I
The 6x8 spans
between the glu-lam
beams on the
north south sides of
the parapet
The glu-lam roof beams are in
the northisouth direction only
and do not extend on the
east/west ends of the parapet.
SPANNING BTWN (E) GL BMS
TOP OF PARAPET
EL PER ARCH DWGS�
L5x5x3/16 x 0-9 W/ 4- 5/16" x 0-3 LAG
SCREWS @ 3" OC & MIN 1" EDGE
DIST AT EACH 6x6 END, AND W/ 2 -
3/8" x 0-4 LAG SCREWS @ 3" OC & MIN
1 1/2" EDGE DIST AT (E) GL BM
(E) 1/2- PLWD DECK
, TYPICAL PARAPET SECTION
No SCALE At North,South parapets
New Detail 10/S-582 the East/West sides of the para eft.
The east/west sides of the roof are framed with 2x12's rather than glu-lams. Detail 10/S-582 was added to
accommodate the east/west sides of the parapet.
This detail places a 2x6 over the existing framing and fastens directly to the 2x12's. See detail below.
ABKJ Structural Engineers have stamped and signed this detail
2-24 @ 24.00
PARAPET WALL
PLWD
(E) 2x12
The 2x6 plate fastens
to the 2x12's foists at
the eastwest sides of
the parapet
2-SIMPSON SD9212 @ 24.00 @ (E)
OUTRIGGER
TOP OF PARAPET
EL PER ARCH OWGS�
2x6 SILL PLATE
SIMPSON GA1 @ 24.00 @ (E)
OUTRIGGER
2-SIMPSON SD9112 @ EACH GAII
(E) 1/2- PLWD DECK
DBL 2x12
TYPICAL PARAPET SECTION @
�10 &WEST ENDS
NO SCALE 0
Douglas McNutt Principal
1402 Third Avenue, Suite 200
Seattle WA 98101
Cell: 206 605-5597
Direct: 206 957-1906
Office: 206 652-0722
Fax: 206 652-0720
Email: doualas.mcnutt(a�salus.archi
Web: wwwsalus.archi
0! SALUS
;0;•i;E ARCHITECTURE
ABKJ1
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1 An . WO A VEtA.E. WR 200
SEATTLI. WAS) 10141 "101
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