From: Jennifer Cline
Sent: Fri Sep 18 13:25:56 2015
To: Hash, Kenneth F.
Subject: Re: W. Heintz Street Bridge Certs
Importance: Normal
Attachments: image001.png; Ok I will when I get back in the office this afternoon. Did you forward the wall comments you sent me earlier this week onto Nick for clarification? Sent from my iPhone On Sep 18, 2015, at 11:19 AM, Hash, Kenneth F. <HashK@hdjdg.com> wrote: Yes please Sent from my iPhone On Sep 18, 2015, at 11:14 AM, Jennifer Cline <jcline@cityofmolalla.com> wrote: Do I need to approve? Jennifer Cline, P.E. | Public Works Director Licensed in OR, WA 117 N Molalla Ave. | PO Box 248 * |Molalla, OR 97038 O: 503.759.0218 | F: 503.829.3676 From: Hash, Kenneth F. [mailto:HashK@hdjdg.com] Sent: Friday, September 18, 2015 10:01 AM To: Jenn Cline (jcline@cityofmolalla.com) <jcline@cityofmolalla.com> Subject: FW: W. Heintz Street Bridge Certs Rebar submittal is okay From: Nick Jones [mailto:nickj@wtc-inc.com] Sent: Friday, September 18, 2015 8:12 AM To: Hash, Kenneth F. <HashK@hdjdg.com> Cc: Buehler, John A. <BuehlerJ@hdjdg.com> Subject: FW: W. Heintz Street Bridge Certs Ken, Please see the attached mill certs for the rebar in the structure. Randy’s email below states… “if we just provide a memo covering how we are eliminating the beam connection shown and adding continuous rebar through the joint area this will be sufficient.” Is that true, will that be sufficient or is he confused? Thank you, Nick Jones Project Manager Westech Construction, Inc. Office: 503-777-7000 Cell: 503-969-1447 Fax: 503-774-3191 From: Randy Lee [mailto:randy@leecompany.net] Sent: Thursday, September 17, 2015 1:25 PM To: Nick Jones Subject: Fwd: W. Heintz Street Bridge Certs Randy Lee 360-852-2317 Begin forwarded message: From: Mitch Plumlee <tagging@precisionrebar.com> Date: September 17, 2015 at 1:01:31 PM PDT To: Randy Lee <randy@leecompany.net> Subject: W. Heintz Street Bridge Certs Good Afternoon! Randy, Attached are the Mill Certs you requested. I mailed the originals. Mitchell Jacob, Ken just called me back. He said if we just provide a memo covering how we are eliminating the beam connection shown and adding continuous rebar through the joint area this will be sufficient. Let me know if you have any questions and let me know what you figure thanks. Nick is CC’d on this to keep him in the loop… Randy Lee 1-360-852-2317 <image001.png> <image001.png>