HomeMy WebLinkAboutCorrespondenceDave Argo
From: Mic Baca <studiom.engineer@gmail.com>
Sent: Tuesday, January 12, 2021 6:57 AM
To: Dave Argo
Subject: [External] Re: Pinyon Mesa - Lots 51/52
Attachments: 51 and 52 Pinyon Mesa File For Dave Argo.pdf
Follow Up Flag: Follow up
Flag Status: Flagged
See attached and let me know if this works.
Thanks.
On Mon, Jan 11, 2021 at 2:44 PM Dave Argo <dargo@garfield-countv.com> wrote:
Mic:
I am currently reviewing plans for new residences to be located at Lot 51 & Lot 52 up at Pinyon Mesa, and your office
has provided Structural Engineering for both of these new homes. After reviewing soils reports for both of these lots as
provided by HP Kumar, it is clear that HP is calling for 36" of structural fill below foundations at both lots, but your
drawings do not specifically make reference to this requirement.
Although you state on your plans that the Geotech Engineer is to perform an open -hole inspection prior to concrete
pour, it has been my experience that Structural Engineers will typically and specifically identify 36" minimum structural
fill requirements on their drawings and/or specifications to coincide with the soils report. Can you please get back to
me to clarify, and if you have any addendum language or supplemental details that address this issue please forward
those on to me for inclusion with the approved building permit plan set.
Thanks for your attention to this matter.
Dave Argo
Plans Examiner
_ Garfield County J
Community Development Department
108 8rh Street, Suite 401
Glenwood Springs, CO 81601
1
STUDIO M ENGINEERS, LLC
STRUCTURAL CONSULTANTS
250 TRIPP DRIVE
RIFLE
COLORADO 8 1650
970-366-8690
LOT 51 PINYON MESA
DRAFTED BY: MJB
DESIGNED BY: MJB
DATE: 1 . I I .202 I
SCALE: A5 SHOWN
SHEET:
2.A
7.
8.
CENTER
LATERAL LOAD RESISTING SYSTEM :
- BRACED WALL PANELS AND SHEARW.ALLS
FOUNDATCN
- GEOTECH: HP KUMAR
- REPORT: 19-7-221.01
- DATE: 8.28.2013
- MAX BRG: 1,500 PSF
Mi N PAD W DTH: 24 INCHES
- MIN FT G WIDTH: 18 INCHES
- UNSUPPORTED SPAN:14 FT
- FROST: 30
-ELFP55PSF
- FOOTINGS SHALL BE PLACED ON AT LEAST 3 FT OF
COMPACTED STRUCTURAL FILL (SEE GEOTECH. REPORT
PER COMPACTION SPECIFICAT;ONS)
s
2EC
AL 1i 9
'ECTiONs
1. SPEC AL INSPECT ONS SHALL BE PROVIDED PER 'BC SECTON