HomeMy WebLinkAboutEngineer's Approval of Soil ConditionsYou don't often get email from jdbcon@yahoo.com. Learn why this is important
From:John Hendricks
To:Brooke Winschell; Teresa Bianco
Subject:FW: open soils question 295 Silver Mountain Dr
Date:Wednesday, June 28, 2023 12:26:53 PM
Attachments:image001.png
Engineer email on garage foundation permit #7544
John Hendricks
Building Inspector
Community Development Department
jhendricks@garfield-county.com
108 8th St, Suite 401 | Glenwood Springs, CO 81601
From: JayDee Billington <jdbcon@yahoo.com>
Sent: Wednesday, June 28, 2023 8:39 AM
To: John Hendricks <jhendricks@garfield-county.com>
Subject: Fw: open soils question 295 Silver Mountain Dr
----- Forwarded Message -----
From: Patrick Westfeldt <patrick@fandmarchitects.com>
To: JayDee Billington <jdbcon@yahoo.com>
Sent: Friday, June 16, 2023 at 09:40:12 AM MDT
Subject: FW: open soils question
Jay,
note from Engineer below.
We are OK to proceed with Garage soils at 1,500 PSF as designed.
Thanks
PATRICK “PACKY” WESTFELDT, AIA
Project Architect | F&M ARCHITECTS
O: 970 987 2707 | C: 970 309 5779
From: "monger20@icloud.com" <monger20@icloud.com>
Date: Friday, June 16, 2023 at 9:38 AM
To: Patrick Westfeldt <patrick@fandmarchitects.com>
Subject: Re: open soils question
I just looked at the garage and you are OK to proceed.
MM
On Jun 16, 2023, at 9:34 AM, Patrick Westfeldt <patrick@fandmarchitects.com> wrote:
Great, it is the just the garage. Anything you want to look at before I tell them to proceed?
The house soils are fine. still has 3,000
PATRICK “PACKY” WESTFELDT, AIA
Project Architect | F&M ARCHITECTS
O: 970 987 2707 | C: 970 309 5779
From: "monger20@icloud.com" <monger20@icloud.com>
Date: Friday, June 16, 2023 at 9:29 AM
To: Patrick Westfeldt <patrick@fandmarchitects.com>
Subject: Re: open soils question
The garage should be fine @ 1500 but the house would have to be redesigned.
MM
On Jun 15, 2023, at 1:57 PM, Patrick Westfeldt
<patrick@fandmarchitects.com> wrote:
Hi Matt,
Steve Pawlak found some more clay than anticipated at the detached garage
excavation. And thus we are asking you if the current garage foundation
design can work with a 1,500 psf bearing? Or would need to be
augmented/changed/excavated more?
Thoughts?
<image001.jpg><image002.jpg>
PATRICK “PACKY” WESTFELDT, AIA
Project Architect | F&M ARCHITECTS
O: 970 987 2707 | C: 970 309 5779