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Reid Patterson <br /> From: Peter Kanyer <br /> Sent: Tuesday, October 18, 2016 3:10 PM <br /> To: Reid Patterson <br /> Subject: RE: Holly Village RFI#010 Deck joist resize request <br /> Attachments: 16.26-WRB Sketch.pdf <br /> Reid, <br /> This is acceptable with the following exceptions: <br /> • The WRB should be located between the hardi panel and the densglass. <br /> • There should also be a continuous nailer(as shown in the revised ASID-01 detail)attached to the beam in order <br /> to secure the soffit. <br /> Please let me know if you have any questions. <br /> Thanks, <br /> n + o <br /> Pete Kanyer,b:i ,LEED AP <br /> ProjecI Manager <br /> 502 W Riverside. suite 200 <br /> Spokane WA 992201 USA <br /> ( )328 6464 <br /> From: Reid Patterson [mailto:rpattersonOprecisiongc.com] <br /> Sent:Tuesday, October 18, 2016 2:53 PM <br /> To: Peter Kanyer <br /> Subject: RE: Holly Village RFI #010 Deck joist resize request <br /> Hi Pete, <br /> Thanks for sending this over. I had just about finished sending my version of this to you when I got it. I want you to look <br /> at this anyway. The reason is that the first 12 decks are all framed up and trimmed with the Hardie fascia. But,we were <br /> going off of drawing #1 on A1.1 and #1 on A1.2 which didn't mention a reveal depth for the fascia to the beam behind <br /> it. Consequently,we have more hanging down than what you want now. A fix would be as suggested in my attached <br /> drawing. This way,we wouldn't have a scabby cut on the bottom edge of the hardie if we tried to rip it in place,and we <br /> would not have to pull it off either,which would ruin all the pieces. Would this be acceptable to you? It would just be <br /> on the decks on this one isolated end of the building so I don't think a person would pick up on the slight difference. <br /> s <br />