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10604 E. Rivemide J-)rive, Bothell, IN,
November 1q, 2014
Chuck Miller
Plans Examiner
Development 5ervice5 Department - wilding Division
City of Edmonds
121 Et" Ave. North
Edmonds, YNA c0020
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The following are our responses to your Letter dated November 15, 2014..
1. The anchor bolt callout on the PROP05EP A.P.U. FOUNDATION PLAN, 5heet
Al, has been revised to coordinate with Detail 5, 5heet 53.
2. The response from the Structural Engineer was provided under separate
cover, and has been attached.
WaRIFIMST.-WIZI
,jeff@riverarch.net
Page I of 1
Date:
November November 19, 2014
To:
Riverside Archtecture
Attn:
Jeff Price
From:
Brian Lampe, P.E., S.E.
Project:
Harter ADU
Dear Jeff,
f
19011 Wood Sno Road NE, Suite 100
Woodinville, WA 98072-4436
Phone: (425) 814-8448
Fax: (425) 821-2120
The following is in response to the plan review comments dated November 18, 2014:
On sheet S3:
2. Detail 3 — Clarify the difference in the callout for the anchorage for the `HDU' holdowns
and that required on sheet `A1'. The plans should consistently reflect the required
construction to guide proper review, installation, and inspection. Changes to work
performed by a registered engineer must be supported by updated calculations and be
stamped by the engineer of record.
" HDU" is a generic identifier meant to clarify the holdown series. The actual
holdown callout is specified on the plan as indicated in detail 2/S3.
Give me a call if you have any questions or comments.
Sincerely,
Brian Lampe, P.E., S.E.
BTL Engineering