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Chủ đề: Chuyển: RE: 60682 West Lake Từ: Tu ([email protected]) Tới: [email protected]; [email protected]; Ngày: 6:15 Thứ Ba, 31 tháng 3 2015 Được gửi từ Yahoo Mail trên Android Từ:"Robin Zirnhelt" <[email protected]> Ngày:Th 2, 30 thg 3, 2015 lúc 10:14 Chủ đề:RE: 60682 West Lake Hi Tu, Thanks for sending this. I have a few comments: Try to get RISA version 13 installed. It will speed things up for timber section checks There is a highly meshed rigid diaphragm in the model – this is not necessary. If you need a diaphragm for stability, use a 2x4 cross bracing system – the rigid diaphragm model is too stiff There are a few members that should be continuous through a node that are broken Braces should alternate sides of the posts Please check the visualization as depth of view seems too deep in the sections/elevations Apply some lateral load projected on the members for the wind load – currently it is just uplift Provide member schedules Show the site plan with similar detail to the example provided Include a pile coordinate schedule like the sample provided Cut a section though the ramp to show the slope Keep the notes and details similar to the provided example. The client wants an “upgraded copy” of a project ISL already provided so is expecting similar drawings and details.

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Page 1: Mail

3/31/2015 In

https://vn­mg61.mail.yahoo.com/neo/launch?.rand=d3ljp52nvil10#2146682903 1/4

Chủ đề: Chuyển: RE: 60682 West Lake

Từ: Tu ([email protected])

Tới: [email protected]; [email protected];

Ngày: 6:15 Thứ Ba, 31 tháng 3 2015

Được gửi từ Yahoo Mail trên Android

Từ:"Robin Zirnhelt" <[email protected]>Ngày:Th 2, 30 thg 3, 2015 lúc 10:14Chủ đề:RE: 60682 West Lake

Hi Tu,

Thanks for sending this. I have a few comments:

Try to get RISA version 13 installed. It will speed things up for timber section checks

There is a highly meshed rigid diaphragm in the model – this is not necessary. If you need a diaphragmfor stability, use a 2x4 cross bracing system – the rigid diaphragm model is too stiff

There are a few members that should be continuous through a node that are broken

Braces should alternate sides of the posts

Please check the visualization as depth of view seems too deep in the sections/elevations

Apply some lateral load projected on the members for the wind load – currently it is just uplift

Provide member schedules

Show the site plan with similar detail to the example provided

Include a pile coordinate schedule like the sample provided

Cut a section though the ramp to show the slope

Keep the notes and details similar to the provided example. The client wants an “upgraded copy” of aproject ISL already provided so is expecting similar drawings and details.

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No problem on the timing. Thanks for letting me know. Please spend some time on this when you can. It isgenerally looking good.

Kind regards,

Robin Zirnhelt, P.Eng | Lead, Heavy Timber EngineeringISL Engineering and Land Services Ltd.#101, 621 – 10 StreetCanmore, AB T1W 2A2T: 403.678.4211 F: [email protected] islengineering.com

We're Growing! We have added offices in the Kootenay Region and Saskatoon.ISL is: Bullfrog Powered | A Green 30 Employer | One of Canada's Best Small and Medium Employers

Please consider the environment before printing this email.

This communication is intended for the sole use of the recipient to which it was addressed and may contain confidential, personal, and/or privilegedinformation. Please contact the sender immediately if you are not the intended recipient of this information and do not copy, distribute, or take action relyingon it. Any communication received in error should be deleted or destroyed.

From: Tu Nguyen [mailto:[email protected]] Sent: Friday, March 27, 2015 5:09 AMTo: Robin ZirnheltCc: Hung DaoSubject: Re: 60682 West Lake

Hi Robin,

See the attached for our current drawings and Risa model. We don't use the live load for Roof diagram,because the snow loads at Red Deer greater 1.0kPa. We don't have new version of Risa, so we have tocheck Canada Code for wood by other software and Wood book. We have also updated some items onthe revit model. However we don't provide yet detailing because we are busy some another project. Youcan review revit model and all design files from the sparky link:

http://bit.ly/1NhhwHB

­­

Regards,

Tu Nguyen Dang, Eng. | Vietnamese Team Leader, Building group

ISL Engineering and Land Services Ltd.

On Fri, Mar 27, 2015 at 5:43 AM, Robin Zirnhelt <[email protected]> wrote:

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https://vn­mg61.mail.yahoo.com/neo/launch?.rand=d3ljp52nvil10#2146682903 3/4

Hi Tu,

Things are looking great.

See attached mark­up

A reminder that we cannot receive .ZIP files. They get stuck in quarantine by IT and we may notget them. They have forwarded them today, but reminded me to remind you to use sparky.

Remember for roof members, we don’t need to combine live and snow loads as companion loads. We simply use the snow load OR minimum live load of 1.0kPa whichever is more. The companionload combinations are intended for structure that supports both roof and live load such as columns,foundation and transfer beams below the roof.

If you get the new version of RISA installed and working, it will now do Canadian Code checksfor wood – this is very exciting as it will save a lot of extra work doing design checks separately fromthe analysis

I was not able to open the RISA file….I had some computer issues today and IT was not able toreinstall it.

Robin Zirnhelt, P.Eng | Lead, Heavy Timber EngineeringISL Engineering and Land Services Ltd.#101, 621 – 10 StreetCanmore, AB T1W 2A2T: 403.678.4211 F: [email protected] islengineering.com

We're Growing! We have added offices in the Kootenay Region and Saskatoon.

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3/31/2015 In

https://vn­mg61.mail.yahoo.com/neo/launch?.rand=d3ljp52nvil10#2146682903 4/4

ISL is: Bullfrog Powered | A Green 30 Employer | One of Canada's Best Small and Medium Employers

Please consider the environment before printing this email.

This communication is intended for the sole use of the recipient to which it was addressed and may contain confidential, personal, and/or privilegedinformation. Please contact the sender immediately if you are not the intended recipient of this information and do not copy, distribute, or take actionrelying on it. Any communication received in error should be deleted or destroyed.