HomeMy WebLinkAboutEngineer's Framing DetailErnest Kollar Engineers, Inc.
320 Main St., Suite 203
Carbondale, CO 81623
Phone (970) 963-3223
erniekollar@gmail.com
August 19, 2024
To: Slawek Wojciuch
Domoplex
Re: Lot 51 Elk Springs, Garfield County, CO
Slawek:
As shown in the attached drawing, 3-14” LVL’s are adequate instead of the 4 ply beam
that was shown in the original permit drawings. This reduction was due to how the roof
trusses were able to pick up some of the loads that were originally carried by the beam.
Please call with any questions,
Ernest Kollar
Ernest Kollar, PE
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TJL Wood Open W
TJL Wood Open Web Joist : 1
BO
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14" RIMBOARD
14
"
R
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A
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2x
6
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2'
-
9
3
/
4
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6'
-
3
3
/
4
"
9'
-
0
1
/
4
"
1'
-
4
3
/
4
"
15
'
-
8
1
/
4
"
-0
"
1'-11 3/4"17'-1 1/2"6'-7 3/4"
2x10 8" Rip Plate PT 2x
6
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2x
6
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2x10 8" Rip Plate PT
2x10 8" Rip Plate PT
12'-
CC
AJJ
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1
S.6.1
4
S.6.1
2
S.6.1
10
S.6.1
(4
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4
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(2
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4
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(1
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(3) 9 1/2" LVL (3) 2x6
BLOCK SOLID
COLUMN ABO
BA1.81/14BA3.56/14
3-14" LVL
ADEQUATE
O LIDCAERNOSL
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E ISGSNIOE N LA
UL A K
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Ernest Koll
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r
08/19/202
4