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Reviewed for Code Compliance Code: 2012 International Building Code (IBC) By J Mondragon at 1:04 pm, Apr 16, 2013 Approved by the Design Review Board By Warren Campbell at 5:32 pm, Apr 19, 2013
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Reviewed for Code Compliance
Code: 2012 International Building Code (IBC)
By J Mondragon at 1:06 pm, Apr 16, 2013
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Design Review Board
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REI | STRUCTURAL 1801 Broadway, Suite 250 Denver, CO 80202 (303) 575-9510
JOB NO:SHEET NO:PLOT DATE & TIME:
PROGRESS SET02-07-2013FOR CONSTRUCTION03-21-2013FOR PERMIT03-22-2013
3/25/2013 5:58:33 PM 12024.0S0.1
S0.1GENERAL NOTESBETTERIDGE RESIDENCE VAIL VILLAGE PLAZA, UNITS 27 & 28 VAIL, COLORADO 81657 Reviewed for Code Compliance Code: 2012 International Building Code (IBC) By J Mondragon at 1:09 pm, Apr 16, 2013
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TRACK @ EACH JOIST SPACE (2) ROWS OF #10 TEKS @ 12" O.C.REI | STRUCTURAL 1801 Broadway, Suite 250 Denver, CO 80202 (303) 575-9510
JOB NO:SHEET NO:PLOT DATE & TIME:
PROGRESS SET02-07-2013FOR CONSTRUCTION03-21-2013FOR PERMIT03-22-2013
3/25/2013 5:58:33 PM 12024.0S0.2
S0.2TYPICAL DETAILSBETTERIDGE RESIDENCE VAIL VILLAGE PLAZA, UNITS 27 & 28 VAIL, COLORADO 81657
1
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1 1/2" = 1'-0"S0.2HLIGHT GAUGE C-JOISTS @ LAP Reviewed for Code Compliance Code: 2012 International Building Code (IBC)
By J Mondragon at 1:09 pm, Apr 16, 2013
A
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BASEMENT PLAN NOTES:1.ALL EXISTING DRILLED PIERS ARE ASSUMED TO BE 16"ø MINIMUM.2.CONTRACTOR TO REMOVE FLOOR SLAB IN ONE LOCATION AND CONFIRM DRILLED PIER SIZE AND LOCATION.3.REMOVE SECTION OF CONCRETE SLAB AND VERIFY DRILLED PIER SIZE AND LOCATION.REI | STRUCTURAL 1801 Broadway, Suite 250 Denver, CO 80202 (303) 575-9510
JOB NO:SHEET NO:PLOT DATE & TIME:
PROGRESS SET02-07-2013FOR CONSTRUCTION03-21-2013FOR PERMIT03-22-2013
3/25/2013 5:58:33 PM 12024.0S1.0
S1.0BASEMENT LEVEL PLANBETTERIDGE RESIDENCE VAIL VILLAGE PLAZA, UNITS 27 & 28 VAIL, COLORADO 81657 N 1/4" = 1'-0"BASEMENT LEVEL PLAN Reviewed for Code Compliance Code: 2012 International Building Code (IBC)
By J Mondragon at 1:09 pm, Apr 16, 2013
A
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C
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1 8 '-8 1 /4 "
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3A
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x
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(3) 2 x 6
PLAN NOTES:1.INDICATES BOTTOM OF POST.2.FLOOR SYSTEM APPEARS TO BE 2x DIMENSIONAL LUMBER SLEEPERS OVER POST-TENSIONED CONCRETE SLAB.REI | STRUCTURAL 1801 Broadway, Suite 250 Denver, CO 80202 (303) 575-9510
JOB NO:SHEET NO:PLOT DATE & TIME:
PROGRESS SET02-07-2013FOR CONSTRUCTION03-21-2013FOR PERMIT03-22-2013
3/25/2013 5:58:35 PM 12024.0S1.1
S1.1PLAZA LEVEL PLANBETTERIDGE RESIDENCE VAIL VILLAGE PLAZA, UNITS 27 & 28 VAIL, COLORADO 81657 N 1/4" = 1'-0"PLAZA LEVEL PLAN Reviewed for Code Compliance Code: 2012 International Building Code (IBC) By J Mondragon at 1:16 pm, Apr 16, 2013
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PLAN NOTES:1.INDICATES BOTTOM OF POST.2.T.O. PLYWOOD = RE: ARCHREI | STRUCTURAL 1801 Broadway, Suite 250 Denver, CO 80202 (303) 575-9510
JOB NO:SHEET NO:PLOT DATE & TIME:
PROGRESS SET02-07-2013FOR CONSTRUCTION03-21-2013FOR PERMIT03-22-2013
3/25/2013 5:58:35 PM 12024.0S1.2
S1.2SECOND LEVEL FRAMING PLANBETTERIDGE RESIDENCE VAIL VILLAGE PLAZA, UNITS 27 & 28 VAIL, COLORADO 81657 N 1/4" = 1'-0"SECOND LEVEL FRAMING PLAN Reviewed for Code Compliance Code: 2012 International Building Code (IBC) By J Mondragon at 1:16 pm, Apr 16, 2013
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A
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2
2
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NOTES:1.CONFIRM DEMO WITH ARCHITECT.2.SHORING AND MEANS & METHODS ARE RESPONSIBILTY OF GENERAL CONTRACTOR.REI | STRUCTURAL 1801 Broadway, Suite 250 Denver, CO 80202 (303) 575-9510
JOB NO:SHEET NO:PLOT DATE & TIME:
PROGRESS SET02-07-2013FOR CONSTRUCTION03-21-2013FOR PERMIT03-22-2013
3/25/2013 5:58:35 PM 12024.0S1.2D
S1.2DSECOND LEVEL DEMO PLANBETTERIDGE RESIDENCE VAIL VILLAGE PLAZA, UNITS 27 & 28 VAIL, COLORADO 81657 N 1/4" = 1'-0"SECOND LEVEL DEMO PLAN
Reviewed for Code Compliance Code: 2012 International Building Code (IBC)
By J Mondragon at 1:16 pm, Apr 16, 2013
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MARKLIGHT GAGE DEPTHGAUGETYPESPACING 1210CSJ12"1 1214CSJ12"2 810CSJ12"3 1210CSJ16"4 1216CSJ12"5 812CSJ12"6 NOTE:1. ALL JOISTS SHALL BE 33 KSI.2. STRUCTURAL STEEL:W SHAPES 50KSI C SHAPES 36KSIFLOOR JOIST TABLE THIRD LEVEL PLAN NOTES:1.1 1/2" GYPRETE TOPPING ~ TYPICAL.2.3/4" PLYWOOD SHEATHING.3.FLOOR JOISTS ARE LIGHT GAGE JOISTS.4.FOR HEADERS USE (1) KING + (1) TRIMMER UNLESS NOTED OTHERWISE.REI | STRUCTURAL 1801 Broadway, Suite 250 Denver, CO 80202 (303) 575-9510
JOB NO:SHEET NO:PLOT DATE & TIME:
PROGRESS SET02-07-2013FOR CONSTRUCTION03-21-2013FOR PERMIT03-22-2013
3/25/2013 5:58:35 PM 12024.0S1.3
S1.3THIRD LEVEL FRAMING PLANBETTERIDGE RESIDENCE VAIL VILLAGE PLAZA, UNITS 27 & 28 VAIL, COLORADO 81657 N 1/4" = 1'-0"THIRD LEVEL FRAMING PLAN Reviewed for Code Compliance Code: 2012 International Building Code (IBC)
By J Mondragon at 1:16 pm, Apr 16, 2013
A
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C
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4
"5'-0 "
9'-4 "
4'-2 1/2 "
6'-7 1/4 "
12'-1 0 1 /4"6'-0 "
44'-0 "
6 7 /8 "
1
2
'
-
1
3
/
4
"
6
'
-
1
1
"
4'
-
7
3
/
8
"
8'
-
6
"
1'
-
6
5
/
8
"
3'
-
0
3
/
4
"
4'
-
5
"
4'
-
1
"
8'
-
1
3
/
8
"
1
9
'
-
0
3
/
4
"
5
1
/
8
"
x
2
7
G
L
U
L
A
M
EX
T
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N
S
I
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(E
)
R
I
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A
M
(
E
)
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I
D
G
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B
E
A
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A S4
.
2
_____
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
W4
WE WG
5'-7 1/4"10'-0"20'-6 3/4"4'-1 1/2"10'-11 3/4"1'-7 1/8"
1'-4 7/8"
2'
-
1
1
/
2
"
4'
-
5
"
4'
-
1
"
3'
-
5
7
/
8
"
14
'
-
4
1
/
8
"
(3
)
1
3
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4
x
7
1
/
2
L
V
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5
1
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8
x
2
1
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3
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(3
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1
3
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4
x
1
1
7
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8
(1)1 3/4x7 1/4
(1
)
1
3
/
4
x
7
1
/
4
(
E
)
D
O
R
M
E
R
B
E
A
M
R = 6786
R = 6786
(E
)
(E
)
(E
)
(E
)
(3
)
1
3
/
4
x
7
1
/
2
L
V
L
5 1/4 x 7 1/4
P
S
L
KIN
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5 1/4 x 7
1/4
P
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@
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1
2
24
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.
C
.
(1
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1
3
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4
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1
1
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(2
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1
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1
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4
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L
V
L
(
2
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1
3
/
4
x
1
1
7
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8
(2)1 3/4x11 7/8
(
2
)
1
3
/
4
x
1
1
7
/
8
(2)1 3/4x11 7/8
R=5453R=6000
R7463
R9561
R7463
G S5
.
3
_____
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
D S5
.
4
_____
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
B S5
.
4
_____
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
(
E
)
S
H
O
U
L
D
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R
B
E
A
M
(
E
)
S
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D
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B
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E
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A
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)
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R
B
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A
M
BE
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~
D
E
M
O
A S4
.
1
_____
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
10
'
-
1
1
1
/
2
"
10
'
-
1
1
1
/
2
"
(2) 2x12@ WALL
(2) 2x12@ WALLDS5
.
3
_____
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
E S5
.
3
_____
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
F S5
.
3
_____
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
H S5
.
3
_____
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
J S5
.
3
_____
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
@
2x
1
2
12
"@
2x
1
2
12
"
@ 2x1224"
@ 2x1224"
@ 2x12
@ 2x1224"
@ 2x1224"
@ 2x12
@2x12 2 4 "
@2x12 2 4 "
@2x12 2 4 "
@2x12 2 4 "
(
E
)
S
H
O
U
L
D
E
R
B
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A
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(2
)
1
1
1
/
4
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L
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U
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FA
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C
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A
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L
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S
8:
1
2
S
L
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D
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(2 )1 3 /4 x 1 1 1 /4 L V L
(2 )1 3 /4 x 1 1 1 /4 L V L
(
1
)
1
3
/
4
x
1
1
1
/
4
(
1
)
1
3
/
4
x
1
1
1
/
4
C S5
.
4
_____
_
_
_
_
_
_
_
_
_
_
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_
_
_
_
_
_
_
A S5
.
4
_____
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
(3 )1 3 /4 x 1 1 7 /8 L V L
(
3
)
2
x
6
(
3
)
2
x
6
(E
)
S
H
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D
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B
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A
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BE
L
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~
R
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P
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A
C
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(3 ) 2 x 8
(
3
)
2
x
8
(
3
)
2
x
8
(
3
)
2
x
8
(
3
)
2
x
8
TE
R
R
A
C
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B
E
L
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(3)1 3/4x14
(4) 2 x 6
W/
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~
TY
P
U
.
N
.
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.
(4)
2
x
6
6x
6
(4)
2
x
6
(4)
2
x
6
W 1 0 x 1 9 B E N T B E A M
@
2
x
1
2
2
4
"
(E ) T R U S S
@
2
x
1
2
2
4
"
@
2x
1
2
24
"
@
2x
1
2
24
"
(3) 2x6
2K + 2T
(3) 2x6 KING
2K + 2T
2K + 2T
2K + 2T
2K + 2T
2K + 2T
E S5
.
1
_____
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
2x
1
2
@
2
4
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LA
D
D
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~
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5
.
3
(E
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B
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F S5
.
3
+
_____
_
_
_
_
_
_
_
_
_
_
_
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_
_
_
_
_
_
SI
M
A S5
.
3
_____
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
ROOF NOTES:1.ROOF DESIGN LOADS:DL = 25 PSF LL = 80 PSF @ > 4:12 LL = 100 PSF @ < 4:12 2.ROOF DECK: 5/8" APA RATED SHEATHING 3.RAFTERS ARE DF#2 2x12 @ 16" O.C. UNLESS NOTED OTHERWISE.4.ALL LADDER FRAMING TO BE 2x12 @ 24" O.C. WITH (2) 2x12 AT LADDER BEAMS AT CORNERS.REI | STRUCTURAL 1801 Broadway, Suite 250 Denver, CO 80202 (303) 575-9510
JOB NO:SHEET NO:PLOT DATE & TIME:
PROGRESS SET02-07-2013FOR CONSTRUCTION03-21-2013FOR PERMIT03-22-2013
3/25/2013 5:58:36 PM 12024.0S1.4
S1.4ROOF FRAMING PLANBETTERIDGE RESIDENCE VAIL VILLAGE PLAZA, UNITS 27 & 28 VAIL, COLORADO 81657 N 1/4" = 1'-0"ROOF FRAMING PLAN Reviewed for Code Compliance Code: 2012 International Building Code (IBC) By J Mondragon at 1:16 pm, Apr 16, 2013
PROPERTY LINE
P
R
O
P
E
R
T
Y
L
I
N
E
A
A
B
B
C
C
D
D
2
2
11
3
3
WHWAWBWCWDWF
W1W1
W2W2
W3W3
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E2
E3
E4
E5
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EB EB
.
1
ED
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EF EG EH
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9
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9
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8
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.
8
W0
.
7
W0
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7
(E
)
5
1
/
8
"
x
2
2
1
/
2
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G
L
U
L
A
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(
E
)
5
1
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8
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x
1
9
1
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2
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G
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(
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1
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2
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@
(
E
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2
x
1
2
2
4
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@
(
E
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2
x
1
2
2
4
"
@
(
E
)
2
x
1
2
2
4
"
@
(
E
)
2
x
1
2
2
4
"
@
(E
)
2
x
1
2
24
"
@
(
E
)
2
x
1
2
2
4
"
8:12 8:12
8 :12
8 :1 2
8:12
W4W4
WE WG
26
'
-
4
"
48'-8"
2
0
'
-
1
0
"
6
'
-
6
"
2
7
'
-
4
"5'-0 "
9'-4 "
4'-2 1/2 "
6'-7 1/4 "
12'-1 0 1 /4"6'-0 "
44'-0 "
6 7 /8 "
1
2
'
-
1
3
/
4
"
6
'
-
1
1
"
4'
-
7
3
/
8
"
8'
-
6
"
1'
-
6
5
/
8
"
3'
-
0
3
/
4
"
4'
-
5
"
4'
-
1
"
8'
-
1
3
/
8
"
1
9
'
-
0
3
/
4
"
5'-7 1/4"10'-0"20'-6 3/4"4'-1 1/2"10'-11 3/4"1'-7 1/8"
1'-4 7/8"
2'
-
1
1
/
2
"
4'
-
5
"
4'
-
1
"
3'
-
5
7
/
8
"
14
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-
4
1
/
8
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(E
)
R
I
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(
E
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(
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A
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(
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)
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NOTES:1.CONFIRM DEMO WITH ARCHITECT.2.SHORING AND MEANS & METHODS ARE RESPONSIBILTY OF GENERAL CONTRACTOR.REI | STRUCTURAL 1801 Broadway, Suite 250 Denver, CO 80202 (303) 575-9510
JOB NO:SHEET NO:PLOT DATE & TIME:
PROGRESS SET02-07-2013FOR CONSTRUCTION03-21-2013FOR PERMIT03-22-2013
3/25/2013 5:58:36 PM 12024.0S1.4D
S1.4DROOF DEMO PLANBETTERIDGE RESIDENCE VAIL VILLAGE PLAZA, UNITS 27 & 28 VAIL, COLORADO 81657 N 1/4" = 1'-0"ROOF DEMO PLAN Reviewed for Code Compliance Code: 2012 International Building Code (IBC) By J Mondragon at 1:17 pm, Apr 16, 2013
FI
R
S
T
F
L
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93
'
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6
"
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C
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10
4
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3
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9
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(2
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JOB NO:SHEET NO:PLOT DATE & TIME:
PROGRESS SET02-07-2013FOR CONSTRUCTION03-21-2013FOR PERMIT03-22-2013
3/25/2013 5:58:37 PM 12024.0S4.1
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Reviewed for Code Compliance Code: 2012 International Building Code (IBC)
By J Mondragon at 1:17 pm, Apr 16, 2013
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JOB NO:SHEET NO:PLOT DATE & TIME:
PROGRESS SET02-07-2013FOR CONSTRUCTION03-21-2013FOR PERMIT03-22-2013
3/25/2013 5:58:37 PM 12024.0S4.2
S4.2BUILDING SECTIONBETTERIDGE RESIDENCE VAIL VILLAGE PLAZA, UNITS 27 & 28 VAIL, COLORADO 81657
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JOB NO:SHEET NO:PLOT DATE & TIME:
PROGRESS SET02-07-2013FOR CONSTRUCTION03-21-2013FOR PERMIT03-22-2013
3/25/2013 5:58:38 PM 12024.0S4.3
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JOB NO:SHEET NO:PLOT DATE & TIME:
PROGRESS SET02-07-2013FOR CONSTRUCTION03-21-2013FOR PERMIT03-22-2013
3/25/2013 5:58:38 PM 12024.0S5.1
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JOB NO:SHEET NO:PLOT DATE & TIME:
PROGRESS SET02-07-2013FOR CONSTRUCTION03-21-2013FOR PERMIT03-22-2013
3/25/2013 5:58:38 PM 12024.0S5.2
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PROGRESS SET02-07-2013FOR CONSTRUCTION03-21-2013FOR PERMIT03-22-2013
3/25/2013 5:58:39 PM 12024.0S5.3
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JOB NO:SHEET NO:PLOT DATE & TIME:
PROGRESS SET02-07-2013FOR CONSTRUCTION03-21-2013FOR PERMIT03-22-2013
3/25/2013 5:58:39 PM 12024.0S5.4
S5.4ROOF FRAMING DETAILSBETTERIDGE RESIDENCE VAIL VILLAGE PLAZA, UNITS 27 & 28 VAIL, COLORADO 81657
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General1.Immediately notify the engineer of any discrepancies.2.Do not scale drawings. Verify dimensions in field prior to commencement of work.3.Work shall be performed in a workmanlike manner to the satisfaction of the architect & the engineer.4.Labor, materials, and equipment shall conform to the latest applicable editions of local, State of Colorado, andNational Codes and ordinances. If conflict between those publications exists, the most stringent requirement shallapply.5.Provide record drawings to architect. Drawings shall include all addendum items, change orders, alterations,re-routings, etc.6.The drawings show the intent of the mechanical systems but do not show all details required. It is the responsibilityof the contractors to install complete & operable systems, which conform to the manufacturers' installationsinstructions & industry standards.7.Systems shall be tested for proper operation. If tests show work is defective, contractor shall make correctionsnecessary at no cost to owner.8.Coordinate architectural, structural, electrical, landscaping, fire protection, and interior design drawings withmechanical drawings prior to installation.9.Offset piping, ductwork, etc. as necessary to accommodate structure, beams, columns, and existing equipment.Remodel & Demolition10.Visit site prior to bid and verify the conditions. Include in the bid, costs required to make work meet existingconditions, whether indicated or not.11.In as much as design for remodel and/or rehabilitation requires that certain assumptions be made regarding existingconditions and because some of these assumptions cannot be verified without destroying otherwise adequate orserviceable portions of the building. The engineer cannot assure the owner or the contractor that the professionalconsulting services herein encompass all contingencies. Field coordination during construction is imperative.Contractors bidding this work must make reasonable allowances for unseen conditions.12.Field verify locations of all existing piping, equipment, ductwork, etc.13.All new ductwork, piping, equipment, etc. is shown with dark lineweight. All existing ductwork, piping, equipment,etc. is shown with light lineweight.Insulation14.Insulate all new HEATING WATER, DOMESTIC HOT WATER & DOMESTIC HOT WATERRECIRCULATION piping with Armacell AP/Armaflex flexible elastomeric thermal insulation. Insulation shallhave a thermal conductivity of 0.26 Btu in/(h ft2 F) or less and must have a UL 94 5V-A rating. Insulation thicknessshall be as follows (in compliance with the 2012 IECC, refer to footnote "a").Pipe ServiceInsulation ThicknessHWS/R1/2 inch (R-3 min.)DHW1/2 inch (R-3 min.)DHR1/2 inch (R-3 min.)Piping15.Domestic Hot, Cold & Recirculation piping inside building - ASTM PEX tubing (no oxygen diffusion barriernecessary).16.Waste & Vent piping - Standard weight, C.I. soil pipe, and fittings, or hubless, C.I. soil pipe and fittings.17.Heating Water piping - ASTM PEX tubing (with oxygen diffusion barrier). Where used in the mechanical room,copper pipe shall be type 'M' copper, wrought copper fittings, and no lead solder.18.Copper pipe Valves and Specialties:Gate Valves:Bronze, Class 125, 200 lb. W.O.G.Ball Valves:Bronze, Class 125, 200 lb. W.O.G.Check Valves:Bronze, Class 125, 200 lb. W.O.G.Balancing Valves:125 psig w.p. for 250F service tight shut-off, Illinois dual-purpose,balancing/shut-off valve, Hoffman, Sarco, or equivalent.19.Dielectric Unions - Furnish and install a dielectric union at all connections where non-ferrous material is in contactwith ferrous material and fluid in not protected with corrosion inhibitors.20.Install plumbing clean-outs as required by applicable codes.21.Gas Piping - Schedule 40 black steel pipe, 150 lb. malleable iron screwed fittings on above ground pipe, weldedfittings with all piping coated and wrapped on buried pipe. CSST pipe is prohibited entirely22.All penetrations of fire-rated assemblies shall be made with metallic pipe. Seal annular space with fire sealant, byHilti, 3M, or approved equal fire stopping systems.Radiant Floor Heating23.Radiant tubing shall be 1/2" nominal diameter. Tubing shall be PEX-a crosslinked polyethylene with an oxygendiffusion barrier, manufactured by the Engle method.24.Piping shall be installed in continuous loops. Tube centers and the maximum loop lengths are specified in theRadiant Zone Schedule on the plans.Snowmelt25.Snowmelt tubing shall be 5/8" nominal diameter. Tubing shall be PEX-a crosslinked polyethylene with an oxygendiffusion barrier, manufactured by the Engle method.26.Piping shall be installed in continuous loops. Tube centers and the maximum loop lengths are specified in theSnowmelt Zone Schedule on the plans.Ductwork27.Duct sizes shown on drawings are outside (sheet metal) duct dimensions.28.All dryer and bath exhaust ducts shall be rigid round sheet metal ducts, 26 gauge or heavier. Flex duct shall only beused for the final connection to the fan (3 feet maximum length), for vibration isolation purposes.29.Seal all ductwork joints and vapor barrier penetrations at all exterior walls.30.Provide backdraft dampers at any and all ductwork penetrations through exterior wall (except outside air andcombustion air ductwork).31.All ductwork or surfaces which are visible behind a grille, register, or diffuser shall be painted flat black.32.Sheet metal and fittings to be pursuant to SMACNA and ASHRAE standards.33.Seal off all ducts during construction.Controls34.Mount all thermostats 5'-0" above finished floor.35.All thermostats shall have a temperature range suitable for the application and have adjustable set points. Thethermostats shall be able to display temperature setpoint and room temperature. All thermostats shall be approvedby the owner.36.See Sequence of Operation for additional control information.1.B-1
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Reviewed for Code Compliance
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By J Mondragon at 1:18 pm, Apr 16, 2013
Reviewed for Code Compliance
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By J Mondragon at 1:19 pm, Apr 16, 2013