HomeMy WebLinkAboutCorrespondenceColleen Wirth
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Brooke Winschell
Friday, May 27,202210:07 AM
Colleen Wirth
FW: [External] Fwd: 893 County Road 102 Job# 9549 - revised structural plans
DN51464.000 - 893 County Road 102 - Rev'1 Stamped JAD digital.pdf; DN51464.000
- 893 County Road 102 - Rev 1 fdn only.dwg
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Hello Colleen,
thfurLQwíatl
Attached, is a copy of the revisions to the aepffitcd plans for BLRE-7526.
Please let me know if these are acceptable and you would like me to prínt them out.
Thonks,
Brooke A. Winschell
turtield Cøunty
Com m u nÍty Dev, el opnrent A.drn i n/Tech n icían I I I
Com munity Development Department
bwi nschel I tO sa rfi eld-co untv.com
Di rect 97 0-945-737 7 Ext. 4217
T : 97 A-9 45,8212 | F : 97 0-384-347 A
108 Bth St, Suite 401- | Glenwood Springs, CO B1-601
From: Edgar Cuc <valenzcuc@gmail.com>
Sent: Thursday, May 26,2022 9:36 AM
To: Brooke Winschell <bwinschell @garfield-cou nty.com>
Subject: IExternal] Fwd: 893 County Road L02 Job# 9549 - revísed structural plans
Good morning Brooke
We have some changes on the structural plans please see attached and comments for the changes. Thank you
Sent from my iPhone
Begin forwarded message
From: "Dolezal, Justin" @>
Date: May 26,2A22at8:40:2IAM MDT
To: Patrick Stuckey <stucarch@comcast >
Cc: Edgar Cuc <valenzcuc@email. >, Trusfab <trusfab@vahoo'com>
Subject: RE:893 County Road 102Job#9549 - revised structural plans
t
Here are updated structural plans to address the trusses and remove the patio walls/ledges. Typícally
roof ledgers are installed over the osb. I have also included an updated cad file of the foundation. Let me
know if you have any questíons.
Thanks,
Justin Dolezal, P.E. I StructuralAssociate Engineer
CTL I Thompson, lnc.
7306 South Alton Way
Centennial, CO 80112
Office: 303-825-0777
idolezal@ctlthompson.com I www.ctlt.com
CTLITHOMPSOH
From: Patrick Stuckey <stucarch @comcast. net>
Sent: Monday, May 23,2A22 LL:33 AM
To: Dol eza l, J ustin <J Dolezal @CTLThom pson.com>
Cc: Edga r Cu c <valenzcuc@ gmai l.com>; Tru sfab <trusfab @vahoo. com >
Subject: Fwd: 893 County Road L02 Job# 9549
Hello Justin,
ln case you díd not receive these, I am forwarding the Trusfab information for your review so you can
verify the trusses are correct and reference to modify the structural as required.
One of the most critical ítems (but not the only) is #5. An extension of the wall is not an option which
would create a reorganization of the space and positioning of decorative trusses above.
Please be aware that Trusfab needs verification of this as soon as possible to keep within Edgar's
schedule.
Thank you,
Patrick
Patrick W Stuckey Architects
NCARB, AIA
Email : stucarch@comcast. net
MAILING ADDRESS:
960 Clubhouse Drive
New Castle, CO 81647
970.984.9220 Office
970.984.922O Fax
2
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Faunded in 1971
Begin forwarded message
From:Trusfab@>
Subject: 893 County Road 102 Job# 9549
Date: May !9,2022 at 2:08:L0 PM MDT
To: Patrick Stuckey <stucarch@comcast >
Cc: "@" <valenzcuc@ gm ail.com>, J ustin Sanderson
<iustin.sanderson >
Reply-To: Trusfab @>
Patrick, Edgar,
Here are the shops and layout for the trusses on this project. There are a few
items that I think need to be looked at.
1. There are 2 areas that need to have roof rafters specified'
a. Patio roof at Grids (C,F & t2,L4+). Flat bottom trusses in this area does
not match the South elevation (L/A3.2) as drawn'
b. Dining Patio roof at Grids (J,K & t2,L3). Trusses do not match the
section cut (6/4a.3).
2. The bearing line on Grid (I/J) does not line up with the bearing wall of the
Breezeway by !/2" the dim's on the plan confirm this. See the (L,H) trusses
to verify.
3. The chimney is to pass through the girder (K2,K3) trusses so no load from
the chimney or stone is applied to the trusses.
a, The structural engineer will need to spec. the ladderframing between
the girders top and bottom.
4. The structural engineer will need to spec. the hanger for the (J3) trusses
to the flush beam at gr¡d (I).
5. The structural engineer will need to spec. the hanger for the (J1) this is a
S-ply truss to the flush beam. This beam will need to be extended for the
hanger,
I tnint< it would be better to move where the beam starts so the s-ply (J1)
truss could bear on the wall but that would change the wall in length about 6"
to 8". Plus the foundation pad and post in the floor framing would need
to be moved also.
6, The timber trusses in the Game / Living room must be self suppofting they
can not apply any load to the roof trusses'
7. The girder truss that is shown on (S5) at grid (5) can not be a girder truss
as the plate height lower for that truss, and there would not work for head
height. The engineer will need to spec. a header for that location'
9, The (P) scissors trusses are 12"O.C. due to the top chord slope of 10:12
and the 8:12 bottom chord sloPe.
10. Verify that the ledgers for the (C,C1,E,F,M,M1) is L-t/z" ledger applied
over L/2" sheeting.
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a. The engineer will need to spec. the hanger for those trusses that
attach to the ledger.
11, Is the beam between the Game Room/ Kitchen on grid (I) a dropped
beam (top of beam 111'-0") That is what I assumed.
It is important the have these items are clarified ASAP so that the framer &
Edgar go over the truss layout and trusses with me, so they can sign off on
the trusses to meet the production time line.
If anyone has questions please contact me.
Thanks
Tory H. Kelley
TRUSFAB TNC.
PHONE: 970-984-2336
FAX: 970-984-3533
Confidential Notice: This is a confidential communication. lf you received it in error, please notify the sender of the delivery
error by replying [<l [his rnessage and then delete it from your system.
lnformatíon contained herein may not be complete or accurate. Stamped and signed engineering documents, including those
signed digitally, take precedence over preliminary data and electronic communications. CTLlThompson will not be liable forthe
completeness, correctness or readability of electronic data. The electronic data should be checked bythe addressee against
stamped and signed documents.
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