FOR FIELD USE11/20/2014
11/20/20141 For Field Use IDI JLS
10/13/2014A For Approval IDI JLS
REV. DATE DESCRIPTION BY CHKD BY
OPEN HOLES
PAINT
ARCHITECTENGINEER
PROJECT NAME
LOCATION
CONTRACTOR
DESCRIPTION
DRAWN BY
CHECKED BY
APPROVED BY
JOB No.
DRG No.
13/16" Ø UNL. NTD
PREP: SSPC-SP 2 PAINTING: 1- S/C RED OXIDE 2 MIL DFT UNL. NTD
Pitkin Iron Corporationwww.pitkiniron.com
David Johnston ArchitectsAlbright & Associates
755 Airport RoadGlenwood Springs, CO 81602
Lot 2 – Knollwood
42489 Highway 82, Aspen, CO 81611
Kaegebein Fine Homebuilding
3d View
www.intermountaindetailing.com
JLS21648
3D
M10PL2
_1"X5 4_3
16B3W8X35
4C2HSS4X4X16
___3
17B2W12X22
3D VIEW
7C1W10X49
M10PL2
_1"X5 4_3
M10PL2
_1"X5 4_3
M10PL2
_1"X5 4_3
8C1HSS4X4X4
_1
4C1
HSS
4X4X
16___3
3C2
HSS
4X4X
4_1
7C3HSS6X4X4
_1
1EM2PL2
_1"X4
8C3
HSS
4X4X
16___3
13B2W12X45
12B1
W12X170
14B1W12X35
10C
3H
SS3X
3X4_1
10C
2H
SS4X
4X16___3
17B1W12X26
15M1L3X3X4
_1
13B1W12X58
9C3W8X15
6M1PL4
_1"X4
5B2W12X19
11C
1H
SS3X
3X4_1
18B1W12X22
17B3W10X15
15B1W12X22
15B2W12X22
1EM2PL2
_1"X4
7C2W10X19
2C2HSS7X5X16
___3
6M1PL4
_1"X4
3C1HSS7X5X16
___3
1EM2PL2
_1"X4
2C1W10X19
7C4
HSS
5X5X
16___3
7C4HSS5X5X16
___3
6B2MC10X22
16B1W12X19
11C2HSS3X3X4
_1
16B4W8X15
18B2W12X16
6B1W12X19
6M1PL4
_1"X4
5B1W12X87
8C4HSS3X3X4
_1
9C4W8X15
16B2W10X54
10C1HSS4X3X4
_1
9C1
HSS
3X3X
16___3
9C2
HSS
3X3X
16___3
14B2W12X30
12B2W12X65
1EM1PL2
_1"X5 2_1
6M1PL4
_1"X4
8C2HSS4X4X16
___3
11/20/20143 For Field Use IDI JLS
10/14/20142 For Approval IDI JLS
10/14/20141 For Field Use IDI JLS
09/23/20140 For Field Use IDI JLS
09/15/2014A For Approval IDI JLS
REV. DATE DESCRIPTION BY CHKD BY
OPEN HOLES
PAINT
ARCHITECTENGINEER
PROJECT NAME
LOCATION
CONTRACTOR
DESCRIPTION
DRAWN BY
CHECKED BY
APPROVED BY
JOB No.
DRG No.
13/16" Ø UNL. NTD
PREP: SSPC-SP 2 PAINTING: 1- S/C RED OXIDE 2 MIL DFT UNL. NTD
Pitkin Iron Corporationwww.pitkiniron.com
David Johnston ArchitectsAlbright & Associates
755 Airport RoadGlenwood Springs, CO 81602
Lot 2 – Knollwood
42489 Highway 82, Aspen, CO 81611
Kaegebein Fine Homebuilding
Anchor Bolt & Embed Plan
www.intermountaindetailing.com
JLS21648
AB1
A A
B B
C C
C.1 C.1
D D
E EF F
H H
J JK K
L L
M M
N NP P
10
10
9
9
8
8
7
7
6
6
5
5
4
4
3
3
2
2
1
1
.1
.1
FOR FIELD USE11/20/2014
ANCHOR BOLT & EMBED PLAN
5'-4
28'-72_1
42
17'-0
2_1
12'-7
5'-7
2_1
5'-9
19'-72_1
8'-5
4_310
'-211
'-84_1
30'-4
3'-1
1 4_1
11'-5
4_3
54'-1
2_1
28'-9
2_1
5'-4
3'-8 2'-42_1 10'-0 5'-22
_1
59'-9
60'-112'-7
12'-768'-8
DET. 15AB3
(2) 14" LVL( 99'-114
_1 )
DET. 11AB2
DET. 2AB2
T.O.W. EL +100'-6
T.O.W. EL +100'-6
T.O.W. EL +103'-6
T.O.L. EL +99'-0
8C1 HSS4X
4X4_1
B.O. B
ASE PLATE
EL = 9
9'-11
4_1
PAD FOOTING48"X48( 88'-4 )
5'-7
52_164
_1
3 4_1
16'-84_3
16'-1
1 4_1
17'-7
6
6'-5
6'-1
13'-112_1
T.O.W. EL 99'-94_3
DET. 10AB2
T.O.W. EL +89'-0
T.O.L. EL +99'-0
7C3 HSS6X
4X4_1
B.O. B
ASE PLATE
EL = 9
9'-11
4_1
1EM2EMBEDPL2
_1"X4( 101'-6 )
2C2 HSS7X
5X16___3
B.O. B
ASE PLATE
EL = 8
8'-5 2_1
4C1 HSS4X
4X16___3
B.O. B
ASE PLATE
EL = 8
8'-5 2_1
3C2 HSS4X
4X4_1
B.O. B
ASE PLATE
EL = 8
8'-5 2_18C
3 HSS4X4X
16___3
B.O. B
ASE PLATE
EL = 1
01'-7
2
1'-0
5'-0
4'-0 2'-3
T.O.L. EL +99'-0
2 2
2 6
4 4
4 4
62
26
44
6'-0
4_17'
-84_3
5'-0
13'-1
1
5'-4
1'-1
4'-8
2_15'
-22_1
1'-0
1'-5
DET. 4AB2 T.O.W. EL +101'-6
T.O.L. EL +99'-0
T.O.W. EL +100'-8
T.O.W. EL +92'-3
T.O.L. EL +90'-6
T.O.W. EL +101'-6
T.O.L. EL +99'-0
2 4_3
14'-84_3
8'-52_1 4'-3 3'-0
T.O.W. EL 99'-5
7C1 W
10X49
B.O. B
ASE PLATE
EL = 9
9'-6
T.O.L. EL +99'-0
T.O.L. EL +98'-7
24_31'-9
5'-5
5'-6
4_1
2 4_3
5'-0 8'-94_1
622 2_1
(2) 14" LVL( 99'-114
_1 )
(2) 14" LVL( 99'-114
_1 )
DET. 14 DET. 14AB3
PAD FOOTING108"X96( 88'-4 )
13'-0
2_1
5'-7
2_111
'-84_1
16'-9
2_1
10'-94_1 12'-04
_3
22'-10
13'-112_1
DET. 5AB2
T.O.W. EL +101'-0
T.O.W. EL +103'-6 T.O.L. EL +99'-0
T.O.L. EL +99'-6
6B1 W12X19( 99'-94
_3 )5B2 W12X19( 99'-94
_3 )
4C2 HSS4X
4X16___3
B.O. B
ASE PLATE
EL = 8
8'-5 2_1
5B1 W12X87( 99'-94
_3 )
1EM1EMBEDPL2
_1"X5 2_1( 100'-6 )
8C4 HSS3X
3X4_1
B.O. B
ASE PLATE
EL = 1
00'-7
2_1
9C2 HSS3X
3X16___3
B.O. B
ASE PLATE
EL = 1
03'-7
2_1
9C1 HSS3X
3X16___3
B.O. B
ASE PLATE
EL = 1
03'-7
2_1
8C2 HSS4X
4X16___3
B.O. B
ASE PLATE
EL = 1
00'-7
54_1 24
_3
54_1 24
_3
11'-9
4_3
1'-3
2_15'
-6
8
DET. 9AB2
DET. 6AB2
2 2_1
22_1
3'-0
4'-0 2'-3
24_3 34
_1
24_3 34
_1
6 2
DET. 8AB2
T.O.W. EL +99'-10
DET. 7AB2
DET. 1AB2
T.O.W. EL +99'-10
22_1
62
8'-52_1 4'-3 3'-0
6'-1
15'-54_3
1 8_1
2 2
6
16'-6
2_1
4
2'-02_1
T.O.W. EL 99'-94_3
T.O.W. EL +100'-6
DET. 13AB3
DET. 12AB3
DET. 3AB2
T.O.W. EL +99'-10
T.O.W. EL +99'-10
T.O.L. EL +90'-6
T.O.W. EL +92'-3
T.O.W. EL +89'-0
T.O.W. EL +89'-0
T.O.L. EL +99'-0
T.O.L. EL +99'-0
T.O.L. EL +99'-6
T.O.L. EL +99'-6
T.O.L. EL +99'-0T.O.L. EL +99'-0
1EM2EMBEDPL2
_1"X4( 100'-6 )
7C2 W
10X19
B.O. B
ASE PLATE
EL = 1
00'-7
PAD FOOTING36"X36( 88'-4 )
3C1 HSS7X
5X16___3
B.O. B
ASE PLATE
EL = 8
9'-1 2_1
PAD FOOTING48"X48( 88'-4 )
2C1 W
10X19
B.O. B
ASE PLATE
EL = 9
2'-4
2
13'-62_1
4'-1
0 2_1
24_3 34
_1
24_3
4
44
(3) 7 4_1" LVL
( 99'-114_1 )
(3) 14" LVL( 99'-114
_1 )
1'-0
5'-0
8 8_7
4'-7
5'-4
1'-1
4'-8
2_15'
-22_1
1'-0
1'-5
44
2 2
4 4
6'-7
8_5
4 4
44
(2) 9 2_1" LVL
( 99'-114_1 )
T.O.W. EL +100'-6
1EM2EMBEDPL2
_1"X4( 92'-3 )
1'-3
2_15'
-616
'-92_1
88
112_1
112_1
112_1 112
_1112_1 112
_1
112_1
112_1
10
10'-62_1 1'-11 10'-62
_1 1'-11
13'-62_1 2'-02
_1 4'-7
DET. 1DET. 1
T.O.W. EL +99'-0
T.O.W. EL +99'-0
T.O.W. EL +98'-0
7C4 HSS5X
5X16___3
B.O. B
ASE PLATE
EL = 9
9'-1 2_1
7C4 HSS5X
5X16___3
B.O. B
ASE PLATE
EL = 9
9'-1 2_1
FOR FIELD USE10/14/2014
10/14/20142 For Field Use; Added Epoxy Bolt Details IDI JLS
09/23/20141 For Fabrication (Revised anchor bolt grades.) IDI JLS
09/23/20140 For Field Use IDI JLS
09/15/2014A For Approval IDI JLS
REV. DATE DESCRIPTION BY CHKD BY
OPEN HOLES
PAINT
ARCHITECTENGINEER
PROJECT NAME
LOCATION
CONTRACTOR
DESCRIPTION
DRAWN BY
CHECKED BY
APPROVED BY
JOB No.
DRG No.
13/16" Ø UNL. NTD
PREP: SSPC-SP 2 PAINTING: 1- S/C RED OXIDE 2 MIL DFT UNL. NTD
Pitkin Iron Corporationwww.pitkiniron.com
David Johnston ArchitectsAlbright & Associates
755 Airport RoadGlenwood Springs, CO 81602
Lot 2 – Knollwood
42489 Highway 82, Aspen, CO 81611
Kaegebein Fine Homebuilding
Anchor Bolt & Embed Details & Sections
www.intermountaindetailing.com
JLS21648
AB2
3 2_13 2_1
32_1 32
_1(4) 4
_3 X 8 EPOXYTHREADED ROD4" MIN. EMBEDMENTSET WITH POWERSAC100+ GOLD
A ADETAIL 1
AB1
4 2_14 2_1
42_1 42
_1(4) 4
_3 X 8 EPOXYTHREADED ROD4" MIN. EMBEDMENTSET WITH POWERSAC100+ GOLD
A
A
DETAIL 2AB1
1 1
33
35
24_3 24
_3
(4) 2_1 X 8 EPOXY
THREADED ROD4" MIN. EMBEDMENTSET WITH POWERSAC100+ GOLD
B
B
DETAIL 3AB1
2 2
1 1
33 2_1
3 2_13
C
C
DETAIL 4AB1
SE
E D
ETA
ILEM
BED
MEN
T
1 2_1G
RO
UT
EL
B.O
. BA
SE
PL
(SE
E P
LAN
)
EL
T.O
. CO
NC
RE
TE (S
EE
PLA
N)
EPOXY THREADED RODSEE DETAIL FORSIZE AND LENGTHSET WITH POWERSAC100+ GOLD
A - A
EL
B.O
. BA
SE
PL
(SE
E P
LAN
)
1 2_1G
RO
UT
EL
T.O
. CO
NC
RE
TE (S
EE
PLA
N)
EPOXY THREADED RODSEE DETAIL FORSIZE AND LENGTHSET WITH POWERSAC100+ GOLD
B - B
2 4 2 2 4 2
EL
B.O
. BA
SE
PL
(SE
E P
LAN
)
1G
RO
UT
EL1
01'-6
1P1WASHERPL4
_1"X2x 0'-24- REQ'D( 2 ) THDSTD 2
_1"DIA 3
( 2 ) THDSTD 2_1"DIA 3
1EM2EMBEDPL2
_1"X4x 1'-4
C - C
33 2_1
3 2_13
1 1
(4) 2_1 X 14 EPOXY
THREADED ROD10" MIN. EMBEDMENTSET WITH POWERSAC100+ GOLD
D
D
DETAIL 5AB1
33 2_1
3 2_13
1 1
5
54_1 24
_3
1'-4
4_1
1
3 5
88
(4) 2_1 X 14 EPOXY
THREADED ROD10" MIN. EMBEDMENTSET WITH POWERSAC100+ GOLD
E
E
DETAIL 6AB1
5
1
88
3 2_13
12_112
_1
15
F
F
DETAIL 7AB1
EL
B.O
. BA
SE
PL
(SE
E P
LAN
)
1 2_1G
RO
UT
EL
T.O
. CO
NC
RE
TE (S
EE
PLA
N)
EPOXY THREADED RODSEE DETAIL FORSIZE AND LENGTHSET WITH POWERSAC100+ GOLD
D - D
8 8
EL
B.O
. BA
SE
PL
(SE
E P
LAN
)
1 2_1G
RO
UT
1G
RO
UT
4
1'-5
2_1
EL9
8'-8
4_1E
L100
'-14_3
EL1
03'-6
EPOXY THREADED RODSEE DETAIL FORSIZE AND LENGTHSET WITH POWERSAC100+ GOLD
E - E
8 8
EL9
8'-8
4_1E
L99'
-94_3
1G
RO
UT
24_3 84
_1
1G
RO
UT
EL1
00'-6
EL
B.O
. BA
SE
PL
(SE
E P
LAN
)1P1WASHERPL4
_1"X2x 0'-24- REQ'D
( 2 ) THDSTD 2_1"DIA 32
_1
( 2 ) THDSTD 2_1"DIA 32
_1
1EM1EMBEDPL2
_1"X5 2_1x 0'-11
F - F
33
34
1 1
5
1
5 1
44
(4) 2_1 X 14 EPOXY
THREADED ROD10" MIN. EMBEDMENTSET WITH POWERSAC100+ GOLD
G
G
DETAIL 8AB1
1 8_3G
RO
UT
1'-5
2_1
4
EL9
8'-8
4_1E
L100
'-14_3E
L B
.O. B
AS
E P
L (S
EE
PLA
N)
1 2_1G
RO
UT
EL1
00'-6
EPOXY THREADED RODSEE DETAIL FORSIZE AND LENGTHSET WITH POWERSAC100+ GOLD
G - G
5
44
1
53
H
H
DETAIL 9AB1
1 8_3G
RO
UT
1'-5
2_1
EL9
8'-8
4_1E
L100
'-14_3
H - H
DETAIL 10AB1
11
3 42_1 42
_1 3(4) 2
_1 X 14 EPOXYTHREADED ROD10" MIN. EMBEDMENTSET WITH POWERSAC100+ GOLD
J J
EL
B.O
. BA
SE
PL
(SE
E P
LAN
)
1 2_1G
RO
UT
EL
T.O
. CO
NC
RE
TE (S
EE
PLA
N)
EPOXY THREADED RODSEE DETAIL FORSIZE AND LENGTHSET WITH POWERSAC100+ GOLD
J - J
11
3 32_1 32
_1 3
2_1
(4) 2_1 X 14 EPOXY
THREADED ROD10" MIN. EMBEDMENTSET WITH POWERSAC100+ GOLD
J J
EL
B.O
. BA
SE
PL
(SE
E P
LAN
)
1 2_1G
RO
UT
EL
T.O
. CO
NC
RE
TE (S
EE
PLA
N)
EPOXY THREADED RODSEE DETAIL FORSIZE AND LENGTHSET WITH POWERSAC100+ GOLD
J - J
DETAIL 11AB1
FOR FIELD USE11/20/2014
11/20/20144 For Field Use IDI JLS
10/14/20143 For Approval IDI JLS
10/14/20142 For Field Use; Modified details for epoxy bolts; added detai IDI JLS
09/23/20141 For Fabrication (Revised anchor bolt grades.) IDI JLS
09/23/20140 For Field Use IDI JLS
09/15/2014A For Approval IDI JLS
REV. DATE DESCRIPTION BY CHKD BY
OPEN HOLES
PAINT
ARCHITECTENGINEER
PROJECT NAME
LOCATION
CONTRACTOR
DESCRIPTION
DRAWN BY
CHECKED BY
APPROVED BY
JOB No.
DRG No.
13/16" Ø UNL. NTD
PREP: SSPC-SP 2 PAINTING: 1- S/C RED OXIDE 2 MIL DFT UNL. NTD
Pitkin Iron Corporationwww.pitkiniron.com
David Johnston ArchitectsAlbright & Associates
755 Airport RoadGlenwood Springs, CO 81602
Lot 2 – Knollwood
42489 Highway 82, Aspen, CO 81611
Kaegebein Fine Homebuilding
Anchor Bolt & Embed Details & Sections
www.intermountaindetailing.com
JLS21648
AB3
1 1
33
4
K
K
DETAIL 12AB1
444
EL1
00'-6
1G
RO
UT
EL
B.O
. BA
SE
PL
(SE
E P
LAN
)
22
98_168
_7
16___3 TYP.1EM2
EMBEDPL2
_1"X4x 1'-4
1P1WASHERPL4
_1"X2x 0'-21- REQ'D
1P2WASHERPL4
_1"X1 2_1x 0'-23- REQ'D
( 2 ) THDSTD 2_1"DIA 3
( 2 ) THDSTD 2_1"DIA 3
K - K
43
3
1 1
L
L
DETAIL 13AB1
2 4 4 4 2
68_598
_3
EL9
2'-3
1G
RO
UT
EL
B.O
. BA
SE
PL
(SE
E P
LAN
)
1EM2EMBEDPL2
_1"X4x 1'-4
1P1WASHERPL4
_1"X2x 0'-21- REQ'D
1P2WASHERPL4
_1"X1 2_1x 0'-23- REQ'D
( 2 ) THDSTD 2_1"DIA 3
( 2 ) THDSTD 2_1"DIA 3
L - L
33
34
(4) 2_1 X 8 EPOXY
THREADED ROD4" MIN. EMBEDMENTSET WITH POWERSAC100+ GOLD
M
M
DETAIL 14AB1
EL
B.O
. BA
SE
PL
(SE
E P
LAN
)
1 2_1G
RO
UT
EL
T.O
. CO
NC
RE
TE (S
EE
PLA
N)
EPOXY THREADED RODSEE DETAIL FORSIZE AND LENGTHSET WITH POWERSAC100+ GOLD
M - M
22_1 22
_1
6 2_16 2_1
N
N
DETAIL 15AB1
3 4_3PR
OJ
8 4_1
EMBE
D
1G
RO
UT
EL
B.O
. BA
SE
PL
(SE
E P
LAN
)
EL
T.O
. CO
NC
RE
TE (S
EE
PLA
N)
1AR1ANCHORROD4
_3
x 1'-1 8_5A3076- REQ'D
N - N
11/03/20143 For Field Use IDI JLS
10/14/20142 For Field Use IDI JLS
10/13/20141 For Approval IDI JLS
09/30/2014A For Approval IDI JLS
REV. DATE DESCRIPTION BY CHKD BY
OPEN HOLES
PAINT
ARCHITECTENGINEER
PROJECT NAME
LOCATION
CONTRACTOR
DESCRIPTION
DRAWN BY
CHECKED BY
APPROVED BY
JOB No.
DRG No.
13/16" Ø UNL. NTD
PREP: SSPC-SP 2 PAINTING: 1- S/C RED OXIDE 2 MIL DFT UNL. NTD
Pitkin Iron Corporationwww.pitkiniron.com
David Johnston ArchitectsAlbright & Associates
755 Airport RoadGlenwood Springs, CO 81602
Lot 2 – Knollwood
42489 Highway 82, Aspen, CO 81611
Kaegebein Fine Homebuilding
Main Level Framing Plan
www.intermountaindetailing.com
JLS21648
E1
10
10
9
9
8
8
7
7
6
6
5
5
4
4
3
3
2
2
1
1
.1
.1
A A
B B
C C
C.1 C.1
D D
E EF F
H H
J JK K
L L
M M
N NP P
Q Q
A - A
B - B
FOR FIELD USE11/3/2014
3'-8 60'-9 4'-7
MAIN LEVEL FRAMING PLAN5'
-7
3'-8 2'-42_1 22'-52
_1 10'-62_1 7'-12
_1
5'-6
34_1
10'-0
8'-5
4_310
'-211
'-84_1
28'-9
2_1
11'-9
4_3
51'-1
2_1
112_1 112
_1112_1 112
_1
5'-6
28'-52_1
10'-14_1 11'-44
_3
3'-0 12'-7
68'-8
1'-0
12'-7
24_3
7C1
W10
X49
8C1
HSS4X4X
4_1
2C2
HSS7X5X
16___3
8C4
HSS3X3X
4_1
7C4
HSS5X5X
16___3
7C4
HSS5X5X
16___3
6'-3
5'-4
13'-9
2 4_3
5'-4
16'-84_3
17'-7 5'-0 8'-94_1
T.O.W. EL 101'-6
T.O.L. EL 99'-0
T.O.W. EL 100'-8
7C3
HSS6X4X
4_1
4C1
HSS4X4X
16___3
(2) 14" LVL( 99'-114
_1 )
(2) 14" LVL( 99'-114
_1 )
(2) 14" LVL( 99'-114
_1 )
6B1 W12X19( 99'-94
_3 )5B2 W12X19( 99'-94
_3 )
4C2
HSS4X4X
16___3
3C2
HSS4X4X
4_1
8C3
HSS4X4X
16___3
8'-2
1'-0
5'-0
6'-1 4 4T.O.L. EL 99'-0
T.O.W. EL 101'-6
2 2
4 4
6'-0
4_17'
-84_3
3'-1
1 4_1
1'-1
4'-8
2_15'
-22_1
1'-0
1'-5
5'-4
1'-3
2_1
6M1PL4
_1"X4
T.O.L. EL 99'-0
14'-84_3
T.O.L. EL 98'-7
T.O.L. EL 99'-0
2 2_1
2 4_3 2 4_3
1'-91'-82_1
6M1PL4
_1"X4
T.O.W. EL 100'-6
22'-10
2 2_1
13'-0
2_1
16'-9
2_1 8
22_1 22
_1
6 2
62
4'-0 2'-3 13'-112_1 8'-52
_1 4'-3
TYP. (4) BM PKTSB B
6M1PL4
_1"X4
6M1PL4
_1"X4
A
A
T.O.W. EL 103'-6
T.O.W. EL 101'-0
T.O.W. EL 99'-94_3
T.O.L. EL 99'-0
5B1 W12X87( 99'-94
_3 )
6B2 MC10X22( 99'-84
_1 )
8C2
HSS4X4X
16___3
5'-1
1 2_12'
-1
5'-4
44
15'-54_3 4
1 8_1
3 8_7 2 4_344
T.O.W. EL 98'-0 T.O.W. EL 99'-0
T.O.W. EL 99'-0
T.O.L. EL 99'-0
T.O.L. EL 99'-0
T.O.W. EL 99'-94_3
T.O.W. EL 92'-3
T.O.W. EL 92'-3
T.O.L. EL 99'-6
T.O.W. EL 99'-94_3
T.O.W. EL 100'-6
7C2
W10
X19
3C1
HSS7X5X
16___3
(3) 14" LVL( 99'-114
_1 )
(3) 7 4_1" LVL
( 99'-114_1 ) 2C
1W
10X19
(2) 9 2_1" LVL
( 99'-114_1 )
26
10
8
4
62
24_3
8'-2
1'-0
5'-0
6'-1
6 8_7
2
4 4
1'-1
4'-8
2_15'
-22_1
1'-0
1'-5
5'-4
1'-3
2_1
8
4 4
44
2
2
13'-62_1 2'-02
_1 4'-7
MIN. 4" EMBEDMENT
EL9
9'-8
4_1
(16) 2_1 X 5 2_1 WEDGE_ANC
6B2MC10X22
EL
(SE
E P
LAN
)
1 2_13
8 2_1
6MIN. EMBED
4_1 TYP.
(2) 2_1 X 8 EPOXY
THREADED ROD6" MIN. EMBEDMENTSET WITH POWERSAC100+ GOLD
6M1PL4
_1"X4CNTR'D UNDERBEAM
11/03/20141 For Field Use IDI JLS
10/13/2014A For Approval IDI JLS
REV. DATE DESCRIPTION BY CHKD BY
OPEN HOLES
PAINT
ARCHITECTENGINEER
PROJECT NAME
LOCATION
CONTRACTOR
DESCRIPTION
DRAWN BY
CHECKED BY
APPROVED BY
JOB No.
DRG No.
13/16" Ø UNL. NTD
PREP: SSPC-SP 2 PAINTING: 1- S/C RED OXIDE 2 MIL DFT UNL. NTD
Pitkin Iron Corporationwww.pitkiniron.com
David Johnston ArchitectsAlbright & Associates
755 Airport RoadGlenwood Springs, CO 81602
Lot 2 – Knollwood
42489 Highway 82, Aspen, CO 81611
Kaegebein Fine Homebuilding
Upper Level Framing Plan
www.intermountaindetailing.com
JLS21648
E2
10
10
9
9
8
8
7
7
6
6
5
5
4
4
3
3
2
2
1
1
.1
.1
A A
B B
C C
C.1 C.1
D D
E EF F
H H
J JK K
L L
M M
N NP P
Q Q
A - A
FOR FIELD USE11/3/2014
1'-104_1 4'-0 4'-0 4'-0 1'-104
_1
24_315'-324
_3
16'-84_3
32_1
UPPER LEVEL FRAMING PLAN
4'-0 2'-3 13'-112_1 8'-52
_1 4'-3 3'-0 12'-7 13'-62_1 2'-02
_1 4'-7
10
5'-6
10'-0
9'-5
7
9'-5
5'-9
4_3
15'-2
4_3
52_1
8'-112'-7
24_3
1'-102_1 12'-52
_1 5'-10
10'-2
5'-6
67'-1
1
3'-0 12'-768'-8
16P1BACKING STRIPPL4
_1"X1
15M1L3X3X4
_1
(3) 14" LVL( 110'-54
_1 )
8C1
HSS4X4X
4_1
10C3
HSS3X3X
4_1
(ABV.)
10C2
HSS4X4X
16___3
(ABV.)
9C3
W8X
15(A
BV.)
(3) 18" LVL( 111'-14
_1 )
7C2
W10
X19
15B1
W12
X22
(112
'-14_3
)
4C1
HSS4X4X
16___3
2C2
HSS7X5X
16___3
3C1
HSS7X5X
16___3
2C1
W10
X19
3C2
HSS4X4X
4_1
8C3
HSS4X4X
16___3
13B2 W12X45( 111'-54
_3 )
11C1
HSS3X3X
4_1
(ABV.)
(2) 14" LVL( 111'-74
_1 )
(2) 9 2_1" LVL
( 111'-74_1 )
8C4
HSS3X3X
4_1
9C4
W8X
15(A
BV.)
9C2
HSS3X3X
16___3
9C1
HSS3X3X
16___3
(2) 1
4" L
VL(1
11'-7
4_1)
12B2 W12X65( 111'-54
_3 )
(3) 1
4" L
VL(1
11'-7
4_1)
(4) 1
4" L
VL(1
11'-7
4_1)
14B2 W12X30( 111'-54
_3 )
(2) 8 4_1" LVL
( 111'-22_1 )
(2) 8 4_1" LVL
( 111'-22_1 )
8C2
HSS4X4X
16___3
16B1
W12
X19
(110
'-18_1
)
(3) 2
x10
(109
'-54_3
)
(2) 8 4_1" LVL
( 111'-22_1 )
(2) 8 4_1" LVL
( 111'-22_1 )
15B2 W12X22( 112'-14
_3 )
16B2 W10X54( 110'-114
_3 )
7C4
HSS5X5X
16___3
7C4
HSS5X5X
16___3
10C1
HSS4X3X
4_1
(ABV.)
11C2
HSS3X3X
4_1
(ABV.)
(2) 1
4" L
VL(1
12'-3
4_1)
10'-0
2 4_3
2 4_3
10'-2
4_35'
-017
'-22_1
32'-5
4_1
64_1 14'-84
_3
16'-64_3 1'-24
_1
412
'-64_3
4'-9
2 4_317
'-34_3
11'-64_3 6'-24
_1
2 17'-9 5'-0 8'-94_1
8'-2
1'-0
5'-0
6'-1
5'-4
1'-1
4'-8
2_15'
-22_1
1'-0
1'-5
5'-4
1'-3
2_1
A
A
12B1
W12
X170
(111
'-74_1
)
14B1 W12X35( 111'-54
_3 )
7C1
W10
X49
7C3
HSS6X4X
4_1
16B3 W8X35( 111'-116
___11 )
10
3 4_1
3 2_1
3 4_3
5'-7
2_1
11'-5
4_3
16'-9
2_13'-94
_1 5'-0 5'-92_1 7'-44
_3
24_3 21'-112
_1 24_3
4'-0 2'-3 13'-112_1 8'-52
_1 4'-3
3 8_7
5'-4
1'-1
4'-8
2_15'
-22_1
1'-0
1'-5
5'-4
1'-3
2_1
2'-1
17'-2
2_1
6 8_716
'-62_1
1 8_1
2
4'-6 1'-98_3 13'-108
_3
15'-74_3 2
A
A
A
A16P2BACKING STRIPPL4
_1"X1
16P2BACKING STRIPPL4
_1"X1
16P2BACKING STRIPPL4
_1"X1
16P2BACKING STRIPPL4
_1"X1
16P1BACKING STRIPPL4
_1"X1
16B4
W8X
15(1
12'-3
4_1)
13B1
W12
X58
(111
'-54_3
)
4 2 4_35 2 4_3
8'-2
1'-0
5'-0
6'-1
16'-9
2_1
13'-62_1 2'-02
_1 4'-7
4_1
TYP.
4_1
4_1
BACKING STRIPPL4
_1"X1SEE PLAN FOR MK(TYP.)
L4X4X4_1
ERECTION CLIPREMOVE BEFOREWELD OUT
11/20/20141 For Field Use IDI JLS
10/13/2014A For Approval IDI JLS
REV. DATE DESCRIPTION BY CHKD BY
OPEN HOLES
PAINT
ARCHITECTENGINEER
PROJECT NAME
LOCATION
CONTRACTOR
DESCRIPTION
DRAWN BY
CHECKED BY
APPROVED BY
JOB No.
DRG No.
13/16" Ø UNL. NTD
PREP: SSPC-SP 2 PAINTING: 1- S/C RED OXIDE 2 MIL DFT UNL. NTD
Pitkin Iron Corporationwww.pitkiniron.com
David Johnston ArchitectsAlbright & Associates
755 Airport RoadGlenwood Springs, CO 81602
Lot 2 – Knollwood
42489 Highway 82, Aspen, CO 81611
Kaegebein Fine Homebuilding
Roof Framing Plan
www.intermountaindetailing.com
JLS21648
E3
10
10
9
9
8
8
7
7
6
6
5
5
4
4
3
3
2
2
1
1
.1
.1
A A
B B
C C
C.1 C.1
D D
E EF F
H H
J JK K
L L
M M
N NP P
Q Q
AE4
AE4
B
B
B - B
FOR FIELD USE11/20/2014
24_3 15'-3 24
_3
18B1
W12
X22
((SL
OPE
S))
17B1 W12X26( 123'-1 )
18B2
W12
X16
((SL
OPE
S))
10C3
HSS3X3X
4_1
(3) 14" LVL( 123'-24
_3 )
10C2
HSS4X4X
16___3
9C3
W8X
15
16P2BACKING STRIPPL4
_1"X1
16P2BACKING STRIPPL4
_1"X1
3C2
HSS4X4X
4_1
11C1
HSS3X3X
4_1
17B3 W10X15( 120'-08
_1 )
9C4
W8X
15
16P2BACKING STRIPPL4
_1"X1
16P2BACKING STRIPPL4
_1"X1
17B2 W12X22( 121'-38
_5 )
10C1
HSS4X3X
4_1 11C2
HSS3X3X
4_1
(3) 14" LVL( 121'-58
_1 )
ROOF FRAMING PLAN
4'-0 2'-3 13'-112_1 8'-52
_1 4'-3 3'-0 12'-7 13'-62_1 2'-02
_1 4'-7
5'-6
3 2_14'
-5
2 4_312
'-64_3
4'-7
4_3
23'-18_5
16'-104_1
5'-6
67'-1
1
3'-0 12'-7
68'-8
2 4_32 4_3
5'-0
17'-2
2_1
2 4_322
'-22_1
4'-1
1 4_3
4'-82_1 6'-54
_3
9'-54_3 11'-24
_1
8'-2
1'-0
5'-0
6'-1
5'-4
1'-1
4'-8
2_15'
-22_1
1'-0
1'-5
5'-4
1'-3
2_116
'-92_1
4'-0 2'-3 13'-112_1 8'-52
_1 4'-3
8'-2
1'-0
5'-0
6'-1
5'-4
1'-1
4'-8
2_15'
-22_1
1'-0
1'-5
5'-4
1'-3
2_1
2 4_3
6'-38_3 18'-78
_3
(SIM.)B
B
16'-9
2_1
13'-62_1 2'-02
_1 4'-7
EL1
21'-9
8_1
4_1
4_1
4_1
TYP.
L4X4X4_1
ERECTION CLIPREMOVE BEFOREWELD OUT
BACKING STRIPPL4
_1"X1SEE PLAN FOR MK(TYP.)
11/20/20141 For Field Use IDI JLS
10/13/2014A For Approval IDI JLS
REV. DATE DESCRIPTION BY CHKD BY
OPEN HOLES
PAINT
ARCHITECTENGINEER
PROJECT NAME
LOCATION
CONTRACTOR
DESCRIPTION
DRAWN BY
CHECKED BY
APPROVED BY
JOB No.
DRG No.
13/16" Ø UNL. NTD
PREP: SSPC-SP 2 PAINTING: 1- S/C RED OXIDE 2 MIL DFT UNL. NTD
Pitkin Iron Corporationwww.pitkiniron.com
David Johnston ArchitectsAlbright & Associates
755 Airport RoadGlenwood Springs, CO 81602
Lot 2 – Knollwood
42489 Highway 82, Aspen, CO 81611
Kaegebein Fine Homebuilding
Roof Framing Sections and Details
www.intermountaindetailing.com
JLS21648
E4
124'-0"5/8 124'-0"5/8
P
P
A - AE3
F
F
H
H
J
J
K
K
L
L
M
M
N
N
FOR FIELD USE11/20/2014
4 _1
1'-2
2'-6(RE: A3.4)
12 _1
2x PLATE
8 _5
SHEATH
ING
18B1W12X22
17B1W12X26
10C
3H
SS3X
3X4_1
(3) 4_3 X 1 4_3 A325N
10C
2H
SS4X
4X16___3
(3) 4_3 X 1 4_3 A325N
(4) 4_3 X 16
___15 A325N
17B3W10X15
(4) 4_3 X 2 A325N
EL1
21'-4
16___13
24_3
12 _1
1 4_1
12
FOR FABRICATION10/14/2014
10/14/20142 For Fabrication; Mixcealleous changes to add epoxy bolts IDI JLS
09/23/20141 For Fabrication (Revised anchor bolt grades.) IDI JLS
09/23/20140 For Fabrication IDI JLS
09/15/2014A For Approval IDI JLS
REV. DATE DESCRIPTION BY CHKD BY
OPEN HOLES
PAINT
ARCHITECTENGINEER
PROJECT NAME
LOCATION
CONTRACTOR
DESCRIPTION
DRAWN BY
CHECKED BY
APPROVED BY
JOB No.
DRG No.
13/16" Ø UNL. NTD
PREP: SSPC-SP 2 PAINTING: 1- S/C RED OXIDE 2 MIL DFT UNL. NTD
Pitkin Iron Corporationwww.pitkiniron.com
David Johnston ArchitectsAlbright & Associates
755 Airport RoadGlenwood Springs, CO 81602
Lot 2 – Knollwood
42489 Highway 82, Aspen, CO 81611
Kaegebein Fine Homebuilding
Anchor Rods and Embeds
www.intermountaindetailing.com
JLS21648
1
BILL OF MATERIALSHIP
MARKPIECEMARK QTY DESCRIPTION LENGTH REMARKS
1AR1 6 ROD3/4" 1'-1 5/8" SQ-2 A307
3/4_HEAVY_HEX_NUT6
3/4_USS_WASHER6
1EM1 1 PL1/2"X5 1/2" 0'-11" SQ-2 A36
4 STUD 1/2" DIA 0'-6"
1EM2 3 PL1/2"X4" 1'-4" SQ-2 A36
12 STUD 1/2" DIA 0'-6"
1P1 10 PL1/4"X2" 0'-2" SQ-2 A36
1P2 6 PL1/4"X1 1/2" 0'-2" SQ-2 A36
PL2_1X4 x 1'-4
22
2 24 4 4
NO PAINT
16___3
(4) 2_1 X 0'-6 STUD
1EM2PL2
_1"X4x 1'-4
HOLD
FOR
APPROVAL
5TH
REA
D
1'-0
(RO
D4_3 x
1'-1
8_5 )
31AR1ROD4
_3
x 1'-1 8_5A307
4_3 HEX NUT
4_3 USS FLAT WASHER
2 4_32 4_3
PL2_1X5 2_1 x 11
28_1 28
_124_1 24
_1 24_1
NO PAINT
16___3
(4) 2_1 X 0'-6 STUD
1EM1PL2
_1"X5 2_1x 0'-11
11
PL4_1X2 x 2
11
INSTALLED WHEN ERECTING COLUMN
1P1
1 - 16___9 "Ø
1 1
2_11
PL4_1X1 2_1 x 2
INSTALLED WHEN ERECTING COLUMN
1 - 16___9 "Ø
1P2
3 - EMBED PLATES - 1EM2
6 - ANCHOR RODS - 1AR1
ONE - EMBED PLATE - 1EM1
10 - PLATE WASHERS - 1P1 6 - PLATE WASHERS - 1P2
FOR FABRICATION10/10/2014
10/10/20140 For Fabrication IDI JLS
09/30/2014A For Approval IDI JLS
REV. DATE DESCRIPTION BY CHKD BY
OPEN HOLES
PAINT
ARCHITECTENGINEER
PROJECT NAME
LOCATION
CONTRACTOR
DESCRIPTION
DRAWN BY
CHECKED BY
APPROVED BY
JOB No.
DRG No.
13/16" Ø UNL. NTD
PREP: SSPC-SP 2 PAINTING: 1- S/C RED OXIDE 2 MIL DFT UNL. NTD
Pitkin Iron Corporationwww.pitkiniron.com
David Johnston ArchitectsAlbright & Associates
755 Airport RoadGlenwood Springs, CO 81602
Lot 2 – Knollwood
42489 Highway 82, Aspen, CO 81611
Kaegebein Fine Homebuilding
Columns
www.intermountaindetailing.com
JLS21648
2
BILL OF MATERIALSHIP
MARKPIECEMARK QTY DESCRIPTION LENGTH REMARKS
2C1 1 W10X19 18'-8 3/4" SQ-2 A992
a5 L4X4X1/41 0'-6" A36
p43 PL1/4"X5"2 0'-7" A36
p45 PL1/4"X5"1 0'-7 1/8" A36
p46 PL1/4"X5"1 0'-5" A36
p108 PL3/4"X4"1 1'-2" A36
p113 PL1/4"X5"1 0'-3 5/8" A36
p114 PL1/4"X5"2 0'-5 3/8" A36
2 3/4"Ø A325N BOLT 0'-1 3/4" Workshop
2C2 1 HSS7X5X3/16 23'-8 3/4" SQ-2 A500-GR.B
p2 PL3/4"X12"1 1'-0" A36
p37 PL1/4"X4 5/8"1 0'-6 5/8" A36
p111 PL1/4"X5"6 0'-10" A36
p112 PL1/4"X10"2 0'-3 5/8" A36
p113 PL1/4"X5"2 0'-3 5/8" A36
p114 PL1/4"X5"1 0'-5 3/8" A36
t2 WT4X7.52 0'-6" A992
ONE - COLUMN - 2C1WF 3/8"x
x 1/4"10 1/4"4"
GRID LOCATION BOTTOM ELEVATION
9/H 92'-4"
1 TYP.
EL9
2'-4
EL1
11'-1
2_1
18'-9
2_1 (W10
X19
x 1
8'-8
4_3 )
4_3
12
12
EL9
9'-4
R 8_34_1
TYP.
1 4_1TY
P.2 8_1
TYP.
4_1
4_13
2
4_13
4
6'-1
1 4_1
6'-9
RD
18'-6
4_1
12_1 12
_1
CC
A A
BB
p43 (B/S)PL4
_1"X5x 0'-7
4_1
4_1
(2) 4_3 X 0'-1 4
_3 A325N16___13"ØIN ANGLE& 16
___13 Ø HL'S IN BM WEB
p114 (N/S)PL4
_1"X5x 0'-5 8_3
p114 (N/S)PL4
_1"X5x 0'-5 8_3
p46 (N/S)PL4
_1"X5x 0'-5
p45 (N/S)PL4
_1"X5x 0'-7 8_1
p113PL4
_1"X5x 0'-3 8_5
p108PL4
_3"X4x 1'-2
2C1
Nor
th
SHOP BOLTa5 (F/S)GOL 1"(F/S)L4X4X4
_1
x 0'-6
EL9
9'-1
4_34_1
58_3 116
___3
1 8_1
31
12_1 12
_1
3 12_112
_1
a5L4X4X4
_1
x 0'-6
B - B
11
2
11
12_143322
_1
BOTTOM VIEWp108PL4
_3"X4x 1'-2
4 - 16___11"Ø
A - A
1 2_13 2_1
4_1
3 8_54_1
4_1
1 16___13
1 16___13
38_7
4_1 58
_34_1
216___11216
___11
12_132
_1
4_1
TYP.
4_1 TYP.
4_1
4_1
4_1
p114PL4
_1"X5x 0'-5 8_3
p114PL4
_1"X5x 0'-5 8_3
p46PL4
_1"X5x 0'-5 p45
PL4_1"X5
x 0'-7 8_1
p113PL4
_1"X5x 0'-3 8_5
p43PL4
_1"X5x 0'-7
p43PL4
_1"X5x 0'-7
C - C
ONE - COLUMN - 2C2GRID LOCATION BOTTOM ELEVATION
6/H 88'-5"1/2
10'-3
2_1R
D21
'-11 2_1
EL8
8'-5
2_1E
L112
'-34_1
1 2_11 2_1
3
4_14_3
42_142
_1
23'-9
4_3 (HS
S7X
5X16___3
x 2
3'-8
4_3 )
316___5 316
___5
21'-1
1 2_123
'-310
'-32_1
EL1
10'-5
4_3
34
31 2_1
1 2_13
EE
D D
GG
4_1
16___3
p113 (N/S)PL4
_1"X5x 0'-3 8_5
p114 (F/S)PL4
_1"X5x 0'-5 8_3
p113 (N/S)PL4
_1"X5x 0'-3 8_5
p111 (F/S)PL4
_1"X5x 0'-10
p111 (N/S)PL4
_1"X5x 0'-10
p112 (N/S)PL4
_1"X10x 0'-3 8_5
p111 (F/S)PL4
_1"X5x 0'-10
p111 (N/S)PL4
_1"X5x 0'-10
2C2
Nor
th
p37PL4
_1"X4 8_5x 0'-6 8_5CNTR'D
p2PL4
_3"X12x 1'-0
t2WT4X7.5x 0'-6
t2 (F/S)WT4X7.5x 0'-6
p111 (N/S)PL4
_1"X5x 0'-10
p111 (N/S)PL4
_1"X5x 0'-10
p112 (N/S)PL4
_1"X10x 0'-3 8_5
EL9
8'-9
4_3
4_1
4 2_14 2_1
1 2_11 2_1
912
_1912_1
42_142
_1
BOTTOM VIEW
4 - 1 16___1 "Ø
p2PL4
_3"X12x 1'-0
D - D
4_138
_54_1
4_13 2_1
1 2_1
16___9 316
___1
2 2_15
16___13 6
8_1
22_1
4_1TYP.
t2WT4X7.5x 0'-6
t2WT4X7.5x 0'-6
p112PL4
_1"X10x 0'-3 8_5
p111PL4
_1"X5x 0'-10
p111PL4
_1"X5x 0'-10
p37PL4
_1"X4 8_5x 0'-6 8_5
p113PL4
_1"X5x 0'-3 8_5
E - E
216___11 216
___11
4_1 58
_34_1
16___9 316
___1
4_1
4_138
_5
1 2_13 2_1
4_13 2_1
1 2_1
4_1
TYP.
4_1
TYP.
4_1TYP.
4_1
4_1
p114
p111
p111
p112
p111
p111
p113
G - G
FOR FABRICATION10/10/2014
10/10/20140 For Fabrication IDI JLS
09/30/2014A For Approval IDI JLS
REV. DATE DESCRIPTION BY CHKD BY
OPEN HOLES
PAINT
ARCHITECTENGINEER
PROJECT NAME
LOCATION
CONTRACTOR
DESCRIPTION
DRAWN BY
CHECKED BY
APPROVED BY
JOB No.
DRG No.
13/16" Ø UNL. NTD
PREP: SSPC-SP 2 PAINTING: 1- S/C RED OXIDE 2 MIL DFT UNL. NTD
Pitkin Iron Corporationwww.pitkiniron.com
David Johnston ArchitectsAlbright & Associates
755 Airport RoadGlenwood Springs, CO 81602
Lot 2 – Knollwood
42489 Highway 82, Aspen, CO 81611
Kaegebein Fine Homebuilding
Columns
www.intermountaindetailing.com
JLS21648
3
BILL OF MATERIALSHIP
MARKPIECEMARK QTY DESCRIPTION LENGTH REMARKS
3C1 1 HSS7X5X3/16 20'-10 5/8" SQ-2 A500-GR.B
p20 PL3/4"X5 1/2"1 1'-7 1/2" A36
p35 PL3/4"X9"1 0'-9" A36
p111 PL1/4"X5"2 0'-10" A36
p114 PL1/4"X5"1 0'-5 3/8" A36
3C2 1 HSS4X4X1/4 32'-9 1/8" SQ-2 A500-GR.B
p36 PL1/4"X3 5/8"1 0'-3 5/8" A36
p42 PL1/4"X7"1 0'-3 5/8" A36
p43 PL1/4"X5"2 0'-7" A36
p107 PL3/4"X5"1 1'-5" A36
p111 PL1/4"X5"6 0'-10" A36
p112 PL1/4"X10"3 0'-3 5/8" A36
p113 PL1/4"X5"4 0'-3 5/8" A36
t2 WT4X7.51 0'-6" A992
t4 WT4X7.51 0'-9" A992
ONE - COLUMN - 3C1GRID LOCATION BOTTOM ELEVATION
7/H 89'-1"1/2
9'-7
2_1R
D
34_3 14
_3
4_34_3
21'-0
8_1 (HS
S7X
5X16___3
x 2
0'-1
0 8_5 )
43
3EL9
8'-9
4_3
EL1
10'-1
8_5E
L89'
-12_1
CC
BB
A A
p111PL4
_1"X5x 0'-10p111
PL4_1"X5
x 0'-10
4_1
4_1
4_1
4_1
16___3
4_1
p114 (N/S)PL4
_1"X5x 0'-5 8_3
p35PL4
_3"X9x 0'-9
p20PL4
_3"X5 2_1x 1'-7 2_1
3C1
Nor
th
14_334
_3
4 2_1
14_3 52
_1 14_3
7 2_11 2_1
p35PL4
_3"X9x 0'-9
B - B
5
11
1 4_31 4_3
2
912_1 3 3 3
BOTTOM VIEW
p20PL4
_3"X5 2_1x 1'-7 2_1
A - A
3 2_11 2_1
4_1 58
_34_1
216___11216
___11 4_1
TYP.
4_1 TYP.
p114PL4
_1"X5x 0'-5 8_3
p111PL4
_1"X5x 0'-10
p111PL4
_1"X5x 0'-10
C - C
ONE - COLUMN - 3C2GRID LOCATION BOTTOM ELEVATION
3-4/H 88'-5"1/2
EL9
8'-9
4_3E
L110
'-94_3
EL1
10'-5
4_3E
L98'
-94_3
4_13
34
43
4_14
33
4_11 2_1
31 2_1
43
34_1
42_142
_1
10'-3
2_121
'-11 2_1
32'-0
8_3
10'-3
2_1R
D22
'-32_1
30'-1
1 8_7
4_1
4_31 1
FF
EE
D D
p111 (B/S)PL4
_1"X5x 0'-10
p111 (B/S)PL4
_1"X5x 0'-10
p43 (B/S)PL4
_1"X5x 0'-7
p111 (B/S)PL4
_1"X5x 0'-10
4_1
t2WT4X7.5x 0'-6
t4WT4X7.5x 0'-9
p107PL4
_3"X5x 1'-5
p36PL4
_1"X3 8_5x 0'-3 8_5CNTR'D
3C2
Wes
t
p112PL4
_1"X10x 0'-3 8_5
p113PL4
_1"X5x 0'-3 8_5
p42PL4
_1"X7x 0'-3 8_5
p113PL4
_1"X5x 0'-3 8_5
p112PL4
_1"X10x 0'-3 8_5
p113PL4
_1"X5x 0'-3 8_5
p112PL4
_1"X10x 0'-3 8_5
p113PL4
_1"X5x 0'-3 8_5
EL8
8'-5
2_1E
L121
'-38_5
32'-1
0 8_1 (HS
S4X
4X4_1 x
32'
-98_1 )
1 2_11 2_1
33
GG 4_13 8_5
4_1 1 16___13
1 16___13 4_1
3 8_54_1
1 16___13
1 16___13
12_1 32
_14_1
4_1 32
_1 12_1
p113
p112
p111
p111
p113
p112p111
p111
G - G
4
1 1
12_1 12
_12
6 2_11 2_1
33
3
BOTTOM VIEW
p107PL4
_3"X5x 1'-5
D - D
22_1 22
_142
_1 42_1
8_18_1
16___3
4_1TYP.
p36PL4
_1"X3 8_5x 0'-3 8_5
t4WT4X7.5x 0'-9
t2WT4X7.5x 0'-6
E - E
4_1 32
_1 12_112
_1 32_1
4_1
1 16___13
1 16___13 4_1
3 8_54_14_1
3 8_54_1
1 16___13
1 16___13
4_1
TYP.
4_1
TYP.4_1
4_1
TYP.ALL
BOOTS
p113
p42p43
p43 p113
p112
p111
p111F - F
FOR FABRICATION10/10/2014
10/10/20140 For Fabrication IDI JLS
09/30/2014A For Approval IDI JLS
REV. DATE DESCRIPTION BY CHKD BY
OPEN HOLES
PAINT
ARCHITECTENGINEER
PROJECT NAME
LOCATION
CONTRACTOR
DESCRIPTION
DRAWN BY
CHECKED BY
APPROVED BY
JOB No.
DRG No.
13/16" Ø UNL. NTD
PREP: SSPC-SP 2 PAINTING: 1- S/C RED OXIDE 2 MIL DFT UNL. NTD
Pitkin Iron Corporationwww.pitkiniron.com
David Johnston ArchitectsAlbright & Associates
755 Airport RoadGlenwood Springs, CO 81602
Lot 2 – Knollwood
42489 Highway 82, Aspen, CO 81611
Kaegebein Fine Homebuilding
Columns
www.intermountaindetailing.com
JLS21648
4
BILL OF MATERIALSHIP
MARKPIECEMARK QTY DESCRIPTION LENGTH REMARKS
4C1 1 HSS4X4X3/16 21'-11" SQ-2 A500-GR.B
p32 PL1/2"X7 1/2"1 0'-8" A36
p107 PL3/4"X5"1 1'-5" A36
p111 PL1/4"X5"2 0'-10" A36
p112 PL1/4"X10"1 0'-3 5/8" A36
p113 PL1/4"X5"1 0'-3 5/8" A36
m16 STUD3/4"2 0'-2 1/2" A307-GR.A
3/4_HEAVY_HEX_NUT2
3/4_WASHER2
4C2 1 HSS4X4X3/16 10'-2 3/8" SQ-2 A500-GR.B
p106 PL3/4"X10"1 0'-10" A36
p109 PL1/2"X5"1 0'-10" A36
ONE - COLUMN - 4C1GRID LOCATION BOTTOM ELEVATION
3-4/H 88'-5"1/2
4
1 1
12_1 12
_12
1 2_16 2_1
33
3
BOTTOM VIEW
p107PL4
_3"X5x 1'-5
A - A
11
EL9
8'-9
4_3
22'-0
4_1 (HS
S4X
4X16___3
x 2
1'-1
1")
4_3
10'-3
2_1R
D
32_1
34
34_1
2_1
EL8
8'-5
2_1E
L110
'-54_3
2 2_116___3
A A
BB
CC
m16 (B/S)
m15 (B/S)
m17 (B/S)
p111 (B/S)PL4
_1"X5x 0'-10
4_1
16___13
4_1
p113PL4
_1"X5x 0'-3 8_5
p112PL4
_1"X10x 0'-3 8_5
p32PL2
_1"X7 2_1x 0'-8
p107PL4
_3"X5x 1'-5
4C1
Wes
t
32_1
612_1
2 4_32 4_3
1 4_15 2_1
1 4_1 p32PL2
_1"X7 2_1x 0'-8
m154_3" HVY HEX NUT
m174_3" HARD WASHER
m16THREADEDSTUD4
_3
x 0'-2 2_1
m154_3" HVY HEX NUT
m174_3" HARD WASHER
m16THREADEDSTUD4
_3
x 0'-2 2_1
B - B
4_132
_112_1
4_13 8_5
4_1
1 16___13
1 16___13
4_1
TYP.
4_1
4_1
p111PL4
_1"X5x 0'-10
p112PL4
_1"X10x 0'-3 8_5
p111PL4
_1"X5x 0'-10
p113PL4
_1"X5x 0'-3 8_5
C - C
ONE - COLUMN - 4C2GRID LOCATION BOTTOM ELEVATION
2-3/C.1 88'-5"1/2
22_1 22
_1
32_1 32
_1
2_14_3EL8
8'-5
2_1E
L98'
-98_1
10'-3
8_5 (HS
S4X
4X16___3
x 1
0'-2
8_3 )
EE
D D
4_1
4_1
4C2
Wes
t
p109PL2
_1"X5x 0'-10
p106PL4
_3"X10x 0'-10
12_1 7 12
_1
32_1 32
_1
3 2_13 2_1
1 2_11 2_1
7
BOTTOM VIEW
4 - 1 16___1 "Ø
p106PL4
_3"X10x 0'-10
D - D
22_1 22
_1
1 2_17
1 2_1
3 2_13 2_1
p109PL2
_1"X5x 0'-10
E - E
FOR FABRICATION10/10/2014
10/10/20140 For Fabrication IDI JLS
09/30/2014A For Approval IDI JLS
REV. DATE DESCRIPTION BY CHKD BY
OPEN HOLES
PAINT
ARCHITECTENGINEER
PROJECT NAME
LOCATION
CONTRACTOR
DESCRIPTION
DRAWN BY
CHECKED BY
APPROVED BY
JOB No.
DRG No.
13/16" Ø UNL. NTD
PREP: SSPC-SP 2 PAINTING: 1- S/C RED OXIDE 2 MIL DFT UNL. NTD
Pitkin Iron Corporationwww.pitkiniron.com
David Johnston ArchitectsAlbright & Associates
755 Airport RoadGlenwood Springs, CO 81602
Lot 2 – Knollwood
42489 Highway 82, Aspen, CO 81611
Kaegebein Fine Homebuilding
Beams
www.intermountaindetailing.com
JLS21648
5
BILL OF MATERIALSHIP
MARKPIECEMARK QTY DESCRIPTION LENGTH REMARKS
5B1 1 W12X87 22'-1 1/2" SQ-2 A992
p4 PL1/4"X12"2 1'-0 1/2" A36
p103 PIPE4STD1 0'-4" A53-GR.B
5B2 1 W12X19 11'-4 3/4" SQ-2 A992
p5 PL1/4"X4"1 1'-0 1/8" A36
p34 PL3/8"X8"1 0'-9" A36
p109 PL1/2"X5"1 0'-10" A36
p110 PL1/4"X2"2 0'-11 5/16" A36
ONE - BEAM - 5B1WF 13/16"x
x 1/2"12 1/2"12 1/8"
6 4_1
EL9
9'-9
4_3
4_1
4_1
22'-2 (W12X87 x 22'-12_1)
1'-04_3 3'-04
_3 5'-04_3 7'-04
_3 9'-04_3 11'-04
_3 13'-04_3 15'-04
_3 17'-04_3 19'-04
_3 21'-04_3
3 4_35
20'-84_318'-84
_316'-84_314'-84
_312'-84_344
_110'-84_38'-84
_36'-84_34'-84
_32'-84_384
_3RD
16___3
16___3
16___3
3- SIDESNS & FSTYP.
1 - 4 8_5"Ø
p103PIPE4STDx 0'-4CNTR'D
p4PL4
_1"X12x 1'-0 2_1CNTR'D
p4PL4
_1"X12x 1'-0 2_1CNTR'D
5B1
13 - 16___9 "Ø
NAILER HL'SGA 52
_1
NS & FS EA ENDSTAGGERED BETWEEN(FIELD BOLTS:13 - 2
_1 x 0'-3 4_1 CARRIAGE )
11 - 16___9 "Ø
(FIELD BOLTS:11 - 2
_1 x 1'-1 ALLTHRD )
ONE - BEAM - 5B2WF 3/8"x
x 1/4"12 1/8"4"
10'-5RD
11'-9 (W12X19 x 11'-44_3)
12_162
_1
22_122
_1
11'-74_1
EL9
9'-9
4_3
1 2_11 2_1
4_1 411'-44
_3
104_1 2'-104
_1 4'-104_1 6'-104
_1 8'-104_1 10'-104
_1
74_3 2'-74
_3 4'-74_3 6'-74
_3 8'-74_3 10'-04
_3 10'-74_310'-114
_3
3 2_15
33
3
p110 (B/S)PL4
_1"X2x 0'-11 16
___5
4_1
4_1
16___3
3- SIDESNS & FS
4_1 3- SIDES
16___3
16___33- SIDES
p34 (N/S)PL8
_3"X8x 0'-9
p109GA 7PL2
_1"X5x 0'-10CNTR'D
p5PL4
_1"X4x 1'-0 8_1CNTR'D
5B2
8 - 16___9 "Ø
NAILER HL'SGA 24
_1
NS & FS EA ENDSTAGGERED BETWEEN(FIELD BOLTS:8 - 2
_1 x 0'-2 4_3 CARRIAGE )
8 - 16___9 "Ø
(FIELD BOLTS:8 - 2
_1 x 0'-5 CARRIAGE )
3 - (16___13"x1") SLOTS
FOR FABRICATION10/10/2014
10/10/20140 For Fabrication IDI JLS
09/30/2014A For Approval IDI JLS
REV. DATE DESCRIPTION BY CHKD BY
OPEN HOLES
PAINT
ARCHITECTENGINEER
PROJECT NAME
LOCATION
CONTRACTOR
DESCRIPTION
DRAWN BY
CHECKED BY
APPROVED BY
JOB No.
DRG No.
13/16" Ø UNL. NTD
PREP: SSPC-SP 2 PAINTING: 1- S/C RED OXIDE 2 MIL DFT UNL. NTD
Pitkin Iron Corporationwww.pitkiniron.com
David Johnston ArchitectsAlbright & Associates
755 Airport RoadGlenwood Springs, CO 81602
Lot 2 – Knollwood
42489 Highway 82, Aspen, CO 81611
Kaegebein Fine Homebuilding
Beams
www.intermountaindetailing.com
JLS21648
6
BILL OF MATERIALSHIP
MARKPIECEMARK QTY DESCRIPTION LENGTH REMARKS
6B1 1 W12X19 10'-8 1/4" SQ-2 A992
p5 PL1/4"X4"1 1'-0 1/8" A36
6B2 1 MC10X22 21'-5" SQ-2 A36
6M1 4 PL1/4"X4" 1'-1" SQ-2 A36
ONE - BEAM - 6B1WF 3/8"x
x 1/4"12 1/8"4"
EL9
9'-9
4_3
10'-82_1 (W12X19 x 10'-84
_1)4_1
33
3
72_12
RD2'-72
_1 4'-72_1 6'-72
_1 8'-72_1 10'-02
_1
24_1 2'-24
_1 4'-24_1 6'-24
_1 8'-24_1 10'-24
_1
3 2_15
16___3
3- SIDESNS & FS
p5PL4
_1"X4x 1'-0 8_16B1
8 - 16___9 "Ø
NAILER HL'SGA 24
_1
NS & FS EA ENDSTAGGERED BETWEEN(FIELD BOLTS:8 - 2
_1 x 0'-2 4_3 CARRIAGE )
6 - 16___9 "Ø
(FIELD BOLTS:6 - 2
_1 x 0'-5 CARRIAGE )
ONE - CHANNEL - 6B2
MC10X22 x 21'-5
EL9
9'-8
4_1
82_1RD 2'-02
_1 3'-42_1 4'-82
_1 6'-02_1 7'-42
_1 8'-82_1 10'-02
_1 11'-42_1 12'-82
_1 14'-02_1 15'-42
_1 16'-82_1 18'-02
_1 19'-42_1 20'-82
_1
82_1 2'-82
_1 4'-82_1 6'-82
_1 8'-82_1 10'-82
_1 12'-82_1 14'-82
_1 16'-82_1 18'-82
_1 20'-82_1
34
6B2
16 - 16___9 "Ø
(FIELD BOLTS:16 - 2
_1 x 0'-5 2_1 WEDGE_ANC )
11 - 16___9 "Ø
(FIELD BOLTS:11 - 2
_1 x 0'-3 CARRIAGE )
4 - BEAM POCKET PLATES - 6M1
2 2
PL4_1 X
4 x
1'-1
8 2_13
1 2_1
6M1PL4
_1"X4x 1'-1
2 - 8_5"Ø
FOR FABRICATION11/3/2014
2 2_1 2 8_1TY
P.
12
12
1 TYP.
10'-8
4_1R
D
1 4_1TY
P.
4_1TY
P.
EL1
10'-5
2_1E
L99'
-6
10'-1
1 2_1 (W10
X49
x 1
0'-1
0 4_3 )
12_112
_1
4_3
BB
A A
4_1
4_1p129
PL4_3"X10
x 1'-4
7C1
Nor
th
SHOP BOLTa8 (F/S)GOL 216
___9 (F/S)L4X4X4
_1
x 0'-6
(2) 4_3 X 0'-1 4
_3 A325N16___13"ØIN ANGLE& 16
___13 Ø HL'S IN BM WEB
12_1 12
_13
12_112
_1
2 8_51 1
6___7
2 4_3
a8L4X4X4
_1
x 0'-6
52 2_1
2 2_1
2 2_12 2_1
62_162
_1 12_112
_1
BOTTOM VIEW
6 - 16___13"Ø p129
PL4_3"X10
x 1'-4
EL1
00'-7
EL1
11'-1
2_1
10'-6
2_1 (W10
X19
x 1
0'-5
4_3 )
4_1TY
P.
1 4_1TY
P.
2 2_1
12_1 12
_1 TYP.
1 TYP.
4_3
12
12
2 8_1TY
P.
10'-3
4_1R
D
C C
DD
4_1
4_1
(2) 4_3 X 0'-1 4
_3 A325N16___13"ØIN ANGLE& 16
___13 Ø HL'S IN BM WEB
p128PL4
_3"X4x 1'-2
7C2
Nor
thSHOP BOLTa7 (F/S)GOL 1"(F/S)L4X4X4
_1
x 0'-6
1 8_1
31
12_1 12
_1
3 12_112
_1
a7L4X4X4
_1
x 0'-6
11
12
1
3 22_1312
_1 4
BOTTOM VIEWp128PL4
_3"X4x 1'-2
4 - 16___9 "Ø
1 2_12
1 2_1
12_139312
_1
42_142
_1
11
BOTTOM VIEW
4 - 8_5"Ø
p126PL1"X5x 1'-6
3 3
1
EL1
09'-3
4_1
10'-6
(HS
S6X
4X4_1 x
10'
-44_1 )
4_3
EL1
10'-5
4_1E
L99'
-11 4_1
43
34_1
9'-3
RD
42_1 42
_1
E E
FFp136 (B/S)PL4
_1"X5x 0'-10
16___5
4_1
4_1
p126PL1"X5x 1'-6
p135PL4
_1"X10x 0'-5 8_3 p134
PL4_1"X5
x 0'-5 8_3
7C3
Wes
t
p62PL4
_3"X5x 1'-0
2 16___11
2 16___11
42_142
_1
5 8_34_1
4_1
4_1 32
_1 12_1
912_1 12
_1
3 4_31 4_1
1 4_1
4_1
TYP.4_1TYP.
4_1
4_1
4_1
p62
p136
p136
p135
p134
3 2_13 2_1
32_1 32
_1
12_1 7 12
_1
1 2_17
1 2_1
BOTTOM VIEW
p125PL4
_3"X10x 0'-10
4 - 16___15"Ø
12_112
_1
1 4_35 4_1
2_1
8'-1
1 2_1 (HS
S5X
5X16___3
x 8
'-34_1 )
EL9
9'-1
2_1E
L107
'-6
12_1312
_1
4_3
42_142
_1
32_132
_1
8'-4
2_1
G G
4_1
4_1
4_1
p117PL8
_3"X6x 0'-7CNTR'D
p116PL2
_1"X9x 0'-9CNTR'D
7C4
Wes
t
2 - 16___13"Ø
(FIELD BOLTS:2 - 4
_3 x 0'-8 2_1 A307 )
p125PL4
_3"X10x 0'-10
11/03/20141. For Fabrication IDI JLS
10/13/2014A For Approval IDI JLS
REV. DATE DESCRIPTION BY CHKD BY
OPEN HOLES
PAINT
ARCHITECTENGINEER
PROJECT NAME
LOCATION
CONTRACTOR
DESCRIPTION
DRAWN BY
CHECKED BY
APPROVED BY
JOB No.
DRG No.
13/16" Ø UNL. NTD
PREP: SSPC-SP 2 PAINTING: 1- S/C RED OXIDE 2 MIL DFT UNL. NTD
Pitkin Iron Corporationwww.pitkiniron.com
David Johnston ArchitectsAlbright & Associates
755 Airport RoadGlenwood Springs, CO 81602
Lot 2 – Knollwood
42489 Highway 82, Aspen, CO 81611
Kaegebein Fine Homebuilding
Columns
www.intermountaindetailing.com
JLS21648
7
BILL OF MATERIALSHIP
MARKPIECEMARK QTY DESCRIPTION LENGTH REMARKS
7C1 1 W10X49 10'-10 3/4" SQ-2 A992
a8 L4X4X1/41 0'-6" A36
p129 PL3/4"X10"1 1'-4" A36
2 3/4"Ø A325N BOLT 0'-1 3/4" Workshop
7C2 1 W10X19 10'-5 3/4" SQ-2 A992
a7 L4X4X1/41 0'-6" A36
p128 PL3/4"X4"1 1'-2" A36
2 3/4"Ø A325N BOLT 0'-1 3/4" Workshop
7C3 1 HSS6X4X1/4 10'-4 1/4" SQ-2 A500-GR.B
p62 PL3/4"X5"1 1'-0" A36
p126 PL1"X5"1 1'-6" A36
p134 PL1/4"X5"1 0'-5 3/8" A36
p135 PL1/4"X10"1 0'-5 3/8" A36
p136 PL1/4"X5"2 0'-10" A36
7C4 2 HSS5X5X3/16 8'-3 1/4" SQ-2 A500-GR.B
p116 PL1/2"X9"2 0'-9" A36
p117 PL3/8"X6"2 0'-7" A36
p125 PL3/4"X10"2 0'-10" A36
ONE - COLUMN - 7C1WF 9/16"x
x 5/16"10"10"
GRID LOCATION BOTTOM ELEVATION
6/N 99'-6"
B - B
A - A
ONE - COLUMN - 7C2WF 3/8"x
x 1/4"10 1/4"4"
GRID LOCATION BOTTOM ELEVATION
9/M 100'-7"
D - D
C - C
ONE - COLUMN - 7C3GRID LOCATION BOTTOM ELEVATION
3/M 99'-11"1/4
E - E
F - F
2 - COLUMNS - 7C4GRID LOCATION BOTTOM ELEVATION
9/C.1 99'-1"1/27-8/C.1 99'-1"1/2
G - G
FOR FABRICATION11/3/2014
11/03/20141. For Fabrication IDI JLS
10/13/2014A For Approval IDI JLS
REV. DATE DESCRIPTION BY CHKD BY
OPEN HOLES
PAINT
ARCHITECTENGINEER
PROJECT NAME
LOCATION
CONTRACTOR
DESCRIPTION
DRAWN BY
CHECKED BY
APPROVED BY
JOB No.
DRG No.
13/16" Ø UNL. NTD
PREP: SSPC-SP 2 PAINTING: 1- S/C RED OXIDE 2 MIL DFT UNL. NTD
Pitkin Iron Corporationwww.pitkiniron.com
David Johnston ArchitectsAlbright & Associates
755 Airport RoadGlenwood Springs, CO 81602
Lot 2 – Knollwood
42489 Highway 82, Aspen, CO 81611
Kaegebein Fine Homebuilding
Columns
www.intermountaindetailing.com
JLS21648
8
BILL OF MATERIALSHIP
MARKPIECEMARK QTY DESCRIPTION LENGTH REMARKS
8C1 1 HSS4X4X1/4 10'-5" SQ-2 A500-GR.B
p33 PL1/2"X5"1 0'-10" A36
p67 PL1/4"X8"1 0'-5 3/8" A36
p68 PL1/4"X9"1 0'-5 3/8" A36
p76 PL1/4"X8"2 0'-9" A36
p132 PL3/4"X5"1 1'-4" A36
8C2 1 HSS4X4X3/16 9'-8 3/8" SQ-2 A500-GR.B
p8 PL1"X5 1/2"1 0'-11" A36
p56 PL1/2"X4 1/2"1 1'-0 1/2" A36
p70 PL1/4"X5"1 0'-4 5/8" A36
p71 PL1/4"X6"1 0'-4 5/8" A36
p93 PL1/4"X5"2 0'-6" A36
t1 WT4X7.51 0'-9" A992
8C3 1 HSS4X4X3/16 8'-9" SQ-2 A500-GR.B
p14 PL3/4"X4"1 1'-4" A36
p58 PL1/2"X4"1 1'-2" A36
8C4 1 HSS3X3X1/4 8'-4 1/4" SQ-2 A500-GR.B
p19 PL3/4"X5"1 1'-5" A36
p55 PL1/2"X4"1 0'-6 1/2" A36
ONE - COLUMN - 8C1GRID LOCATION BOTTOM ELEVATION
6/M 99'-11"1/4
2 16___11
2 16___11
2 2_12 2_1
12_1712
_1
32_132
_1
4_15 8_3
4_1
12_162
_14_1
4_1
TYP.
p33PL2
_1"X5x 0'-10
p76
p76
p68 p67
B - B
32_1 32
_1
37312_1 12
_1
1 2_11 2_1
2
11
BOTTOM VIEW
4 - 8_5"Ø
p132PL4
_3"X5x 1'-4
A - A
32_132
_1
2_14_3
10'-6
4_1 (HS
S4X
4X4_1 x
10'
-5")
9'-7
4_1R
DE
L109
'-74_1
4_13
33
EL1
10'-5
2_1E
L99'
-11 4_1
A A
BB
p76 (B/S)PL4
_1"X8x 0'-9
4_1
4_1
4_1
4_1
4_1
p132PL4
_3"X5x 1'-4
p33PL2
_1"X5x 0'-10
8C1
Wes
t
p68PL4
_1"X9x 0'-5 8_3
p67PL4
_1"X8x 0'-5 8_3
ONE - COLUMN - 8C2GRID LOCATION BOTTOM ELEVATION
4/B-A 100'-7"
14_1 3 14
_1
12_1 12
_1
3 2_1
31 4_3
6 4_1
BOTTOM VIEW
p8PL1"X5 2
_1
x 0'-11
4 - 16___9 "Ø
C - C
1 2_1
32_1 3
44_344
_3
8'-0
2_1R
D
8'-8
8_1
12_192
_112_1
1 2_1
42_1
4_13
3
EL1
08'-8
2_1
33
4_1
t1WT4X7.5x 0'-9
p56PL2
_1"X4 2_1x 1'-0 2_1
p93PL4
_1"X5x 0'-6
p93PL4
_1"X5x 0'-6
p71PL4
_1"X6x 0'-4 8_5
p70PL4
_1"X5x 0'-4 8_5
4_1
4_148
_5
4 2_1
2 2_14_1
3 2_11 2_1
216___5216
___5
8_1
4_1
TYP.
4_1
4_1
4_1
p70PL4
_1"X5x 0'-4 8_5
p71PL4
_1"X6x 0'-4 8_5
p93PL4
_1"X5x 0'-6
p93PL4
_1"X5x 0'-6
t1WT4X7.5x 0'-9
D - D
12_1
24_1 24
_1
9'-9
8_7 (HS
S4X
4X16___3
x 9
'-88_3 )
EL1
10'-4
8_7E
L100
'-7
DD
C C
4_1
16___5
t1 (N/S)WT4X7.5x 0'-9
p56PL2
_1"X4 2_1x 1'-0 2_1
8C2
Wes
tp8PL1"X5 2
_1
x 0'-11
p93 (F/S)PL4
_1"X5x 0'-6
p93 (F/S)PL4
_1"X5x 0'-6
p71 (F/S)PL4
_1"X6x 0'-4 8_5
p70 (F/S)PL4
_1"X5x 0'-4 8_5
ONE - COLUMN - 8C3GRID LOCATION BOTTOM ELEVATION
1/H 101'-7"
2 2
EL1
01'-7
EL1
10'-5
4_1
2_14_3
8'-1
0 4_1 (HS
S4X
4X16___3
x 8
'-9")
E E
FF
4_1
4_1
4_1
4_1
16___3
16___3
16___3
16___3
p14PL4
_3"X4x 1'-4
p58PL2
_1"X4x 1'-2
8C3
Wes
t
11
1 2_13
37
1 2_1
2 11
3 2_13 2_1
BOTTOM VIEW
p14PL4
_3"X4x 1'-4
4 - 16___9 "Ø
E - E
2 2
1 2_111
1 2_1
5 2_15 2_1
p58PL2
_1"X4x 1'-2
F - F
ONE - COLUMN - 8C4GRID LOCATION BOTTOM ELEVATION
4/C 100'-7"1/2
8'-5
2_1 (HS
S3X
3X4_1 x
8'-4
4_1 )
4_32_1
18_118
_1
EL1
09'-1
EL1
00'-7
2_1
HH
G G
4_1
4_1
8C4
Wes
t
p55PL2
_1"X4x 0'-6 2_1
p19PL4
_3"X5x 1'-5
12_1 2 12
_1
33
36 2_1
1 2_1
11
4
BOTTOM VIEW
4 - 8_5"Ø
p19PL4
_3"X5x 1'-5
G - G
3
1 2_15
18_118
_1
8_724
_18_7
p55PL2
_1"X4x 0'-6 2_1
H - H
FOR FABRICATION11/3/2014
11/03/20141. For Fabrication IDI JLS
10/13/2014A For Approval IDI JLS
REV. DATE DESCRIPTION BY CHKD BY
OPEN HOLES
PAINT
ARCHITECTENGINEER
PROJECT NAME
LOCATION
CONTRACTOR
DESCRIPTION
DRAWN BY
CHECKED BY
APPROVED BY
JOB No.
DRG No.
13/16" Ø UNL. NTD
PREP: SSPC-SP 2 PAINTING: 1- S/C RED OXIDE 2 MIL DFT UNL. NTD
Pitkin Iron Corporationwww.pitkiniron.com
David Johnston ArchitectsAlbright & Associates
755 Airport RoadGlenwood Springs, CO 81602
Lot 2 – Knollwood
42489 Highway 82, Aspen, CO 81611
Kaegebein Fine Homebuilding
Columns
www.intermountaindetailing.com
JLS21648
9
BILL OF MATERIALSHIP
MARKPIECEMARK QTY DESCRIPTION LENGTH REMARKS
9C1 1 HSS3X3X3/16 6'-8 1/8" SQ-2 A500-GR.B
p56 PL1/2"X4 1/2"1 1'-0 1/2" A36
p132 PL3/4"X5"1 1'-4" A36
9C2 1 HSS3X3X3/16 6'-8 7/8" SQ-2 A500-GR.B
p57 PL1/2"X4 1/2"1 1'-0" A36
p132 PL3/4"X5"1 1'-4" A36
9C3 1 W8X15 9'-9 5/16" SQ-1/BEV-1 A992
a3 L4X4X1/41 0'-5 1/2" A36
p50 PL1/2"X4"1 0'-9" A36
2 3/4"Ø A325N BOLT 0'-1 3/4" Workshop
9C4 1 W8X15 8'-5 5/8" SQ-1/BEV-1 A992
a3 L4X4X1/41 0'-5 1/2" A36
p50 PL1/2"X4"1 0'-9" A36
2 3/4"Ø A325N BOLT 0'-1 3/4" Workshop
ONE - COLUMN - 9C1GRID LOCATION BOTTOM ELEVATION
2/B-A 103'-7"1/2
4 4_34 4_3
1 2_19 2_1
1 2_1
24_124
_1
p56PL2
_1"X4 2_1x 1'-0 2_1
B - B
212_1 12
_1
37
31 2_1
1 2_1
3 2_13 2_1
11
BOTTOM VIEW
4 - 8_5"Ø
p132PL4
_3"X5x 1'-4
A - A
6'-9
8_3 (HS
S3X
3X16___3
x 6
'-88_1 )
4_32_1
EL1
10'-4
8_7E
L103
'-72_1
24_124
_1
BB
A A
4_1
4_1
9C1
Wes
t
p56PL2
_1"X4 2_1x 1'-0 2_1
p132PL4
_3"X5x 1'-4
ONE - COLUMN - 9C2GRID LOCATION BOTTOM ELEVATION
2/B 103'-7"1/2
1
EL1
03'-7
2_1E
L110
'-58_5
2_14_3
6'-1
0 8_1 (HS
S3X
3X16___3
x 6
'-88_7 )
C C
DD
4_1
4_1
p132PL4
_3"X5x 1'-4
p57PL2
_1"X4 2_1x 1'-0
9C2
Wes
t
3 2_13 2_1
37
31 2_1
1 2_1
2 12_112
_1
11
BOTTOM VIEW
p132PL4
_3"X5x 1'-4
4 - 8_5"Ø
C - C
5 2_13 4_1
3 4_1
34_1 14
_1
1
2 4_32 4_3
p57PL2
_1"X4 2_1x 1'-0
D - D
ONE - COLUMN - 9C3WF 5/16"x
x 1/4"8 1/8"4"
GRID LOCATION BOTTOM ELEVATION
6/M 112'-3"1/4
422_1 22
_1
1 8_11 8_1
8_78_7
2 4_1
22
BOTTOM VIEW
p50PL2
_1"X4x 0'-9
E - E
311 8_1
a3L4X4X4
_1
x 0'-5 2_1
F - F
116___5
1 16___9 1 1
6___918_3
EL1
12'-3
4_1E
L122
'-04_3
9'-6
16___11R
D
9'-9
2_1 (W8X
15 x
9'-9
16___5)
1 4_1
1222 _1
12_1
12_1
14_1 14
_3
4 _1
8_7 TYP.
14_1
314_1
2_1
9'-6
8_3
FF
E E
4_1
4_1
p50PL2
_1"X4x 0'-9
9C3
Nor
th
SHOP BOLTa3 (F/S)GOL 1"(F/S)L4X4X4
_1
x 0'-5 2_1(2) 4
_3 X 0'-1 4_3 A325N
16___13"ØIN ANGLE& 16
___13 Ø HL'S IN BM WEB
ONE - COLUMN - 9C4WF 5/16"x
x 1/4"8 1/8"4"
GRID LOCATION BOTTOM ELEVATION
6/J 112'-3"1/4
116___5
1 16___9 1 1
6___918_3
EL1
20'-9
16___1E
L112
'-34_1
8'-5
16___13 (W
8X15
x 8
'-58_5 )
1 4_1
12
12_1
12_1
8_7 TYP.
2_1
4 _1
22 _1
14_1
314_1
14_314
_1
8'-3
RD
8'-2
16___11
HH
G G
4_1
4_1
(2) 4_3 X 0'-1 4
_3 A325N16___13"ØIN ANGLE& 16
___13 Ø HL'S IN BM WEB
p50PL2
_1"X4x 0'-9
9C4
Nor
th
SHOP BOLTa3 (N/S)GOL 1"(N/S)L4X4X4
_1
x 0'-5 2_1
1 8_1
31
a3L4X4X4
_1
x 0'-5 2_1
H - H
22_122
_1 4
1 8_11 8_1
8_78_7
2 4_1
22
BOTTOM VIEW
p50PL2
_1"X4x 0'-9
G - G
FOR FABRICATION11/3/2014
11/03/20142. For Fabrication; Changed cap plate of 10C2 IDI JLS
11/03/20141. For Fabrication IDI JLS
10/13/2014A For Approval IDI JLS
REV. DATE DESCRIPTION BY CHKD BY
OPEN HOLES
PAINT
ARCHITECTENGINEER
PROJECT NAME
LOCATION
CONTRACTOR
DESCRIPTION
DRAWN BY
CHECKED BY
APPROVED BY
JOB No.
DRG No.
13/16" Ø UNL. NTD
PREP: SSPC-SP 2 PAINTING: 1- S/C RED OXIDE 2 MIL DFT UNL. NTD
Pitkin Iron Corporationwww.pitkiniron.com
David Johnston ArchitectsAlbright & Associates
755 Airport RoadGlenwood Springs, CO 81602
Lot 2 – Knollwood
42489 Highway 82, Aspen, CO 81611
Kaegebein Fine Homebuilding
Columns
www.intermountaindetailing.com
JLS21648
10
BILL OF MATERIALSHIP
MARKPIECEMARK QTY DESCRIPTION LENGTH REMARKS
10C1 1 HSS4X3X1/4 9'-2 5/8" SQ-2 A500-GR.B
p51 PL1/2"X10"1 0'-10" A36
p52 PL1/2"X4"1 0'-10" A36
m21 STUD3/4"4 0'-2 1/2" A307-GR.A
3/4_HEAVY_HEX_NUT4
3/4_WASHER4
10C2 1 HSS4X4X3/16 10'-4 7/16" SQ-1/BEV-1 A500-GR.B
p33 PL1/2"X5"1 0'-10" A36
pp1 PL1/2"X4"1 0'-10" A36
mm1 STUD3/4"4 0'-2 1/2" A307-GR.A
3/4_WASHER4
3/4_HEAVY_HEX_NUT4
10C3 1 HSS3X3X1/4 11'-10 15/16" SQ-2 A500-GR.B
p49 PL1/2"X8"1 0'-10" A36
p65 PL1/4"X2 5/8"1 0'-2 5/8" A36
p134 PL1/4"X5"1 0'-5 3/8" A36
p135 PL1/4"X10"1 0'-5 3/8" A36
p136 PL1/4"X5"2 0'-10" A36
t3 WT4X7.51 0'-9" A992
ONE - COLUMN - 10C1GRID LOCATION BOTTOM ELEVATION
6-7/H 110'-11"3/4
3 2_13 2_1
5 2_11 2_1
1 2_17
52_124
_1 24_1
BOTTOM VIEW
p51PL2
_1"X10x 0'-10
A - A
EL1
10'-1
1 4_3E
L120
'-38_3
2_12_1
2 2_116___3
9'-3
8_5 (HS
S4X
3X4_1 x
9'-2
8_5 )
BB
A A
m22 (B/S)4_3" HARD WASHER
m20 (B/S)4_3" HVY HEX NUT
m21 (B/S)4_3" THREADED STUDx 0'-2 2_1
m20 (B/S)
m21 (B/S)
m22 (B/S)
16___3
16___3 16
___13
4_1
4_1
4_1
10C
1N
orth
p51PL2
_1"X10x 0'-10
p52PL2
_1"X4x 0'-10
18_118
_1
8_724
_18_7
1 2_17
1 2_1
3 2_13 2_1
p52PL2
_1"X4x 0'-10
B - B
2.
ONE - COLUMN - 10C2GRID LOCATION BOTTOM ELEVATION
3/M 111'-7"1/4
2_1
18_1 18
_1
10'-5
4_3 (HS
S4X
4X16___3
x 1
0'-4
16___7)
C C
4_1
mm5
mm2
mm1
p33PL2
_1"X5x 0'-10
pp1PL2
_1"X4x 0'-10
10C
2W
est
EL1
22'-0
2_1E
L111
'-74_1
16___7
10'-4
16___7
2 _1
1 4_1
12
16 ___3
12_1 7 12
_1
316___7 316
___9
DD
16___13TYP.
16___3
16___3
4_1
4_1
pp1PL2
_1"X4x 0'-10
3 2_13 2_1
22_1 22
_1
1 2_17
1 2_1
BOTTOM VIEW
p33PL2
_1"X5x 0'-10
C - C
1 8_11 8_18_7
8_72 4_1
pp1PL2
_1"X4x 0'-10
mm1THREADEDSTUD4
_3
x 0'-2 2_14- REQ'D
mm24_3" HARD WASHER4- REQ'D
mm54_3" HVY HEX NUT4- REQ'D
D - D
ONE - COLUMN - 10C3GRID LOCATION BOTTOM ELEVATION
3/N 111'-7"1/4
33 2_1
1 2_1
1 4_1
52_1 42
_1
12_1 12
_1
54_3
82_1 12
_1
3 4_31 2_1
6 2_1
314_1314
_1
BOTTOM VIEW
p49PL2
_1"X8x 0'-10
E - E
4
22_1
216___11216
___11
10'-5
RD
11'-1
16___15
1 16___5
1 8_53
3
p134PL4
_1"X5x 0'-5 8_3
p135PL4
_1"X10x 0'-5 8_3
p136PL4
_1"X5x 0'-10
p65PL4
_1"X2 8_5x 0'-2 8_5
t3WT4X7.5x 0'-9
p136PL4
_1"X5x 0'-10
1 4_15 8_3
4_1
2 16___11
2 16___11
8_1
4 2 2_1
12_132
_14_1
4_1
TYP.
p134
p135 p136
p136
t3
F - F
43
34_1
33
1 8_51 1
6___5
10'-5
RD
11'-1
16___15
116___5 116
___5
EL1
22'-0
4_3
4_12_1
11'-1
1 16___11 (H
SS
3X3X
4_1 x 1
1'-1
0 16___15)
EL1
11'-7
4_1E
L123
'-616___15
FF
E E
p136 (B/S)PL4
_1"X5x 0'-10
4_1
4_1
4_1
4_1
4_1
16___3
p134PL4
_1"X5x 0'-5 8_3p135
PL4_1"X10
x 0'-5 8_3
10C
3W
est
p65PL4
_1"X2 8_5x 0'-2 8_5CNTR'D
t3 (F/S)WT4X7.5x 0'-9
p49PL2
_1"X8x 0'-10
FOR FABRICATION11/3/2014
11/03/20141. For Fabrication IDI JLS
10/13/2014A For Approval IDI JLS
REV. DATE DESCRIPTION BY CHKD BY
OPEN HOLES
PAINT
ARCHITECTENGINEER
PROJECT NAME
LOCATION
CONTRACTOR
DESCRIPTION
DRAWN BY
CHECKED BY
APPROVED BY
JOB No.
DRG No.
13/16" Ø UNL. NTD
PREP: SSPC-SP 2 PAINTING: 1- S/C RED OXIDE 2 MIL DFT UNL. NTD
Pitkin Iron Corporationwww.pitkiniron.com
David Johnston ArchitectsAlbright & Associates
755 Airport RoadGlenwood Springs, CO 81602
Lot 2 – Knollwood
42489 Highway 82, Aspen, CO 81611
Kaegebein Fine Homebuilding
Columns
www.intermountaindetailing.com
JLS21648
11
BILL OF MATERIALSHIP
MARKPIECEMARK QTY DESCRIPTION LENGTH REMARKS
11C1 1 HSS3X3X1/4 7'-7 3/8" SQ-2 A500-GR.B
p54 PL1/2"X8"1 0'-10" A36
p115 PL1/2"X4"1 0'-6 1/2" A36
m21 STUD3/4"2 0'-2 1/2" A307-GR.A
3/4_HEAVY_HEX_NUT2
3/4_WASHER2
11C2 1 HSS3X3X1/4 8'-0 5/8" SQ-2 A500-GR.B
p52 PL1/2"X4"1 0'-10" A36
p115 PL1/2"X4"1 0'-6 1/2" A36
m21 STUD3/4"2 0'-2 1/2" A307-GR.A
3/4_HEAVY_HEX_NUT2
3/4_WASHER2
ONE - COLUMN - 11C1GRID LOCATION BOTTOM ELEVATION
2-3/H 111'-5"3/4
32_132
_1
1 4_15 2_1
1 4_1
2 4_32 4_3
12_1 7 12
_1
BOTTOM VIEW
p54PL2
_1"X8x 0'-10
A - A
7'-8
8_3 (HS
S3X
3X4_1 x
7'-7
8_3 )
16___32 2_1
EL1
11'-5
4_3E
L119
'-28_1
2_12_1
A A
BB
m21 (B/S)
m20 (B/S)
m22 (B/S)
4_1
16___13
4_1
11C
1W
est
p54PL2
_1"X8x 0'-10
p115PL2
_1"X4x 0'-6 2_1
8_72 4_1
8_7 1 8_11 8_1
12_15
3m204_3" HVY HEX NUT
p115PL2
_1"X4x 0'-6 2_1
m224_3" HARD WASHER
m21THREADEDSTUD4
_3
x 0'-2 2_1
m204_3" HVY HEX NUT
m224_3" HARD WASHER
m21THREADEDSTUD4
_3
x 0'-2 2_1
B - B
ONE - COLUMN - 11C2GRID LOCATION BOTTOM ELEVATION
7-8/H 112'-1"3/4
71 2_1
1 2_1
18_118
_1
8_7
8_7 24
_1
3 2_13 2_1
BOTTOM VIEW
p52PL2
_1"X4x 0'-10
C - C
8'-1
8_5 (HS
S3X
3X4_1 x
8'-0
8_5 )
16___32 2_1
2_1
2_1
EL1
20'-3
8_3E
L112
'-14_3
C C
DD
m22
m21
m20
m214_3" THREADED STUDx 0'-2 2_1
m204_3" HVY HEX NUT
m224_3" HARD WASHER
4_1
4_1
4_1
16___1316
___3
16___3
p115PL2
_1"X4x 0'-6 2_1
p52PL2
_1"X4x 0'-10
11C
2N
orth
3
51 2_1
8_7 24
_18_7
18_1 18
_1
p115PL2
_1"X4x 0'-6 2_1
D - D
FOR FABRICATION11/3/2014
11/03/20142. For Fabrication; Added one stiffener plate at 12B1. IDI JLS
11/03/20141. For Fabrication IDI JLS
10/13/2014A For Approval IDI JLS
REV. DATE DESCRIPTION BY CHKD BY
OPEN HOLES
PAINT
ARCHITECTENGINEER
PROJECT NAME
LOCATION
CONTRACTOR
DESCRIPTION
DRAWN BY
CHECKED BY
APPROVED BY
JOB No.
DRG No.
13/16" Ø UNL. NTD
PREP: SSPC-SP 2 PAINTING: 1- S/C RED OXIDE 2 MIL DFT UNL. NTD
Pitkin Iron Corporationwww.pitkiniron.com
David Johnston ArchitectsAlbright & Associates
755 Airport RoadGlenwood Springs, CO 81602
Lot 2 – Knollwood
42489 Highway 82, Aspen, CO 81611
Kaegebein Fine Homebuilding
Beams
www.intermountaindetailing.com
JLS21648
12
BILL OF MATERIALSHIP
MARKPIECEMARK QTY DESCRIPTION LENGTH REMARKS
12B1 1 W12X170 32'-4 5/8" SQ-2 A992
p83 PL1/4"X5 1/2"4 0'-10 3/4" A36
p88 PL1/4"X4 3/4"1 0'-10 13/16" A36
p91 PL1/4"X5 1/2"1 0'-10 13/16" A36
12B2 1 W12X65 22'-4" SQ-2 A992
p86 PL1/4"X6"2 0'-10 13/16" A36
p138 PL1/2"X4"1 0'-9" A36
hs20 HSS3X3X1/41 0'-4" A500-GR.B
2.
ONE - BEAM - 12B1WF 1 9/16"x
x 15/16"14"12 5/8"
3 2 24_1
322
_1 24_1
1 8_72 1
6___15 4 2_13
3
3 - 16___13"Ø
3 - (16___13"x1") SLOTS
p88PL4
_1"X4 4_3x 0'-10 16
___13
p83PL4
_1"X5 2_1x 0'-10 4
_3
B - B
32_1
42_1 42
_1
4_1
4_1
3- SIDESTYP.
p83PL4
_1"X5 2_1x 0'-10 4
_3
p83PL4
_1"X5 2_1x 0'-10 4
_3
A - A
5
2 4_12
3
D - D
2 16___5
6 4_1
22_1 3
3
7 16___13
2 4_1
p91PL4
_1"X5 2_1x 0'-10 16
___13
2 - (16___13"x1") SLOTS
p83PL4
_1"X5 2_1x 0'-10 4
_3
C - C
2 2_13
44_1
44_1
EL1
11'-7
4_1
12_1
7 5
31'-616___722'-12
_117'-08_5RD
22'-2
21'-108_116'-1016
___5
W12X170 x 32'-48_5(-8
_5)
4 4_13
3
22'-108_5 24'-108
_5 26'-108_5 28'-108
_5 30'-108_5 32'-08
_5
4 2_15
DD
C
C
A
A
B
B
p83 (B/S)PL4
_1"X5 2_1x 0'-10 4
_3
p83 (N/S)PL4
_1"X5 2_1x 0'-10 4_3
p91 (F/S)PL4
_1"X5 2_1x 0'-10 16
___13
p88 (F/S)PL4
_1"X4 4_3x 0'-10 16
___13
12B1
2 - 16___13"Ø
GA 9
2 - 16___13"Ø
GA 7"(N/S)3 - 16
___13"Ø
6 - 16___9 "Ø
(FIELD BOLTS:6 - 2
_1 x 0'-8 CARRIAGE )
p83 (N/S)PL4
_1"X5 2_1x 0'-10 4
_3
ONE - BEAM - 12B2WF 5/8"x
x 3/8"12 1/8"12"
18_118
_1
22'-020'-218'-416'-414'-412'-410'-48'-46'-44'-42'-44RD
22'-14_3
34_1
W12X65 x 22'-4
EL1
11'-5
4_3
1'-4
8_5
18_5
8_7 24
_18_7
45 4_1
11 2'-11 4'-11 6'-11 8'-11 10'-11 12'-11 14'-11 16'-11 18'-14_3 19'-34
_3 20'-54_3 21'-74
_3
3 2_15
p86 (B/S)PL4
_1"X6x 0'-10 16
___134_1 TYP
4_1
4_1 3- SIDES
14 - 16___9 "Ø
NAILER HL'SGA 52
_1
NS & FS EA ENDSTAGGERED BETWEEN(FIELD BOLTS:14 - 2
_1 x 0'-3 CARRIAGE )
9 - 16___9 "Ø
(FIELD BOLTS:9 - 2
_1 x 1'-1 CARRIAGE )
5 - 16___11"Ø
(FIELD BOLTS:5 - 8
_5 x 1'-1 CARRIAGE )
2 - 16___13"Ø
GA 52_1
4 - 16___13"Ø
GA 6
hs20HSS3X3X4
_1
x 0'-4CNTR'D
12B2
p138GA 6PL2
_1"X4x 0'-9CNTR'D
FOR FABRICATION11/3/2014
11/03/20142. For Fabrication; Added stiffener plate at 13B1. IDI JLS
11/03/20141. For Fabrication IDI JLS
10/13/2014A For Approval IDI JLS
REV. DATE DESCRIPTION BY CHKD BY
OPEN HOLES
PAINT
ARCHITECTENGINEER
PROJECT NAME
LOCATION
CONTRACTOR
DESCRIPTION
DRAWN BY
CHECKED BY
APPROVED BY
JOB No.
DRG No.
13/16" Ø UNL. NTD
PREP: SSPC-SP 2 PAINTING: 1- S/C RED OXIDE 2 MIL DFT UNL. NTD
Pitkin Iron Corporationwww.pitkiniron.com
David Johnston ArchitectsAlbright & Associates
755 Airport RoadGlenwood Springs, CO 81602
Lot 2 – Knollwood
42489 Highway 82, Aspen, CO 81611
Kaegebein Fine Homebuilding
Beams
www.intermountaindetailing.com
JLS21648
13
BILL OF MATERIALSHIP
MARKPIECEMARK QTY DESCRIPTION LENGTH REMARKS
13B1 1 W12X58 15'-5 1/4" SQ-2 A992
p63 PL3/4"X5"1 0'-7 1/4" A36
p69 PL1/4"X10"1 1'-0 1/4" A36
p82 PL1/4"X4 3/4"2 0'-10 7/8" A36
p89 PL1/4"X4 3/4"1 0'-10 15/16" A36
p90 PL1/4"X4 3/4"1 0'-10 15/16" A36
p101 PL5/8"X4 13/16"4 0'-10 7/8" A36
13B2 1 W12X45 18'-1 1/2" SQ-2 A992
p58 PL1/2"X4"1 1'-2" A36
p84 PL1/4"X4"4 0'-10 3/4" A36
p92 PL1/4"X4"2 0'-10 3/4" A36
p96 PL3/8"X4"1 0'-10 3/4" A36
p100 PL3/8"X4"1 0'-10 3/4" A36
2.
ONE - BEAM - 13B1WF 5/8"x
x 3/8"12 1/4"10"
1 8_31 8_3
2 4_11 8_5
4_1 24_1 2
p69PL4
_1"X10x 1'-0 4_1
p63PL4
_3"X5x 0'-7 4_1
C - C
24_1 22
_1
216___11
6 16___5
3
5 16___11
2 4_1
p90PL4
_1"X4 4_3x 0'-10 16
___15
2 - (16___13"x1") SLOTS
p82PL4
_1"X4 4_3x 0'-10 8_7
B - B
216___11
2 8_32 1
6___9
24_1 22
_1
33
3
3 - (16___13"x1") SLOTS
p82PL4
_1"X4 4_3x 0'-10 8_7
p89PL4
_1"X4 4_3x 0'-10 16
___15
A - A
15'-52_1 (W12X58 x 15'-54
_1)
24_3
344_1
44_1
10
3
EL1
11'-5
4_3
4_3
9'-08_1
7'-14_1
6'-48_55'-74
_15'-216
___3
5'-08_13'-08
_11'-08_1
CC
B
B
A
A
2- p101 (B/S)PL8
_5"X4 16___13
x 0'-10 8_7
4_1
4_1
3- SIDESTYP.4
_13- SIDESNS&FS
p69PL4
_1"X10x 1'-0 4_1CNTR'D
p90 (N/S)PL4
_1"X4 4_3x 0'-10 16
___15
p89 (N/S)PL4
_1"X4 4_3x 0'-10 16
___15
p82 (F/S)PL4
_1"X4 4_3x 0'-10 8_713B1
p63 (F/S)PL4
_3"X5x 0'-7 4_1
2 - 16___13"Ø
GA 72 - 16
___13"ØGA 52
_1(F/S)
2 - 16___13"Ø
10 - 16___9 "Ø
NAILER HL'SGA 52
_1
NS & FS EA ENDSTAGGERED BETWEEN(FIELD BOLTS:10 - 2
_1 x 0'-3 CARRIAGE )
5 - 16___9 "Ø
(FIELD BOLTS:5 - 2
_1 x 0'-6 CARRIAGE )
p82 (F/S)PL4
_1"X4 4_3x 0'-10 8_7
14'-78_15'-216
___3RD 5'-104_3
4_1
5'-74_1
3 2_15
7'-08_1 15'-14
_115'-08
_1
14'-68_7
13'-14_1
13'-08_1
11'-14_1
11'-08_1
9'-14_1
ONE - BEAM - 13B2WF 9/16"x
x 5/16"12"8"
2 8_12 8_5
22
28_1
2 4_33
3
p100PL8
_3"X4x 0'-10 4
_3
p96PL8
_3"X4x 0'-10 4_3
3 - (16___13"x1") SLOTS
E - E6
7
2 2 17'-72_111'-84
_3
22_1
4'-118_32'-118
_3118_3 6'-118
_3 8'-118_3 10'-118
_3 12'-18_3 14'-18
_3 16'-18_3 17'-48
_717'-88
_7
E
EHL NS & FS HL NS & FS HL NS & FS
HL NS & FS
p92 (B/S)PL4
_1"X4x 0'-10 4_3
p84 (B/S)PL4
_1"X4x 0'-10 4
_3
p84 (B/S)PL4
_1"X4x 0'-10 4
_3 4_1
4_1 TYP.
4_1
4_1 TYP.
p100 (N/S)PL8
_3"X4x 0'-10 4
_3
p96 (F/S)PL8
_3"X4x 0'-10 4
_3
13B2
p58GA 11PL2
_1"X4x 1'-2CNTR'D
2 - 16___13"Ø
GA 52_1
11 - 16___9 "Ø
(FIELD BOLTS:11 - 2
_1 x 0'-9 CARRIAGE )
14 - 16___9 "Ø
NAILER HL'SGA 52
_1
STAGGERED UNL NTD14 - 2
_1 x 0'-3 CARRIAGE )
4 - 16___13"Ø
GA 52_1
2 - 16___13"Ø
GA 11
EL1
11'-5
4_3
53 2_1
W12X45 x 18'-12_1
17'-916'-014'-312'-610'-98'-96'-94'-92'-99RD11'-54
_1 16'-94_1
FOR FABRICATION11/3/2014
11/03/20141. For Fabrication IDI JLS
10/13/2014A For Approval IDI JLS
REV. DATE DESCRIPTION BY CHKD BY
OPEN HOLES
PAINT
ARCHITECTENGINEER
PROJECT NAME
LOCATION
CONTRACTOR
DESCRIPTION
DRAWN BY
CHECKED BY
APPROVED BY
JOB No.
DRG No.
13/16" Ø UNL. NTD
PREP: SSPC-SP 2 PAINTING: 1- S/C RED OXIDE 2 MIL DFT UNL. NTD
Pitkin Iron Corporationwww.pitkiniron.com
David Johnston ArchitectsAlbright & Associates
755 Airport RoadGlenwood Springs, CO 81602
Lot 2 – Knollwood
42489 Highway 82, Aspen, CO 81611
Kaegebein Fine Homebuilding
Beams
www.intermountaindetailing.com
JLS21648
14
BILL OF MATERIALSHIP
MARKPIECEMARK QTY DESCRIPTION LENGTH REMARKS
14B1 1 W12X35 14'-6 1/8" SQ-2 A992
14B2 1 W12X30 22'-4" SQ-2 A992
p39 PL1/4"X5"1 0'-3 5/8" A36
p56 PL1/2"X4 1/2"2 1'-0 1/2" A36
p72 PL1/4"X5"1 0'-7 1/8" A36
p73 PL1/4"X8"1 1'-1 3/8" A36
p74 PL1/4"X7"1 1'-1 3/8" A36
p75 PL1/4"X5"1 1'-1 3/8" A36
p85 PL1/4"X3"5 0'-11 3/8" A36
p134 PL1/4"X5"1 0'-5 3/8" A36
p136 PL1/4"X5"6 0'-10" A36
ONE - BEAM - 14B1WF 1/2"x
x 5/16"12 1/2"6 1/2"
3 2_15
(-116___3 )W12X35 x 14'-68
_1(-116___7 )
EL1
11'-5
4_3
12_1
13'-94_312'-34
_310'-94_38'-94
_36'-94_34'-94
_32'-94_394
_3
33
3 33
3
1 2_1
54_3 44
_3
54_3
44_3
2 2_11 4_1
1 4_3
1'-316___9RD 14'-48
_53'-316___9 5'-316
___9 7'-316___9 9'-316
___9 11'-316___9 13'-316
___9
14B1
7 - 16___9 "Ø
(FIELD BOLTS:7 - 2
_1 x 0'-8 CARRIAGE )
10 - 16___9 "Ø
NAILER HL'SGA 32
_1
NS & FS EA ENDSTAGGERED BETWEEN(FIELD BOLTS:10 - 2
_1 x 0'-3 CARRIAGE )
ONE - BEAM - 14B2WF 7/16"x
x 1/4"12 3/8"6 1/2"
1'-0
2_1
1'-1
8_3
4_14
33
EL1
10'-5
4_1
12_132
_14_1
p136 (B/S)PL4
_1"X5x 0'-10
p85PL4
_1"X3x 0'-11 8
_3
p74PL4
_1"X7x 1'-1 8_3
p134PL4
_1"X5x 0'-5 8_3
B - B
12_132
_14_1
43
34_1
EL1
10'-5
4_1
1'-1
8_3
1'-0
2_1
p136 (B/S)PL4
_1"X5x 0'-10
4_1
4_1
4- SIDESTYP.
4_1TYP.
4_1TYP.
4_1 TYP.
4_1 TYP.
p85PL4
_1"X3x 0'-11 8_3
p75PL4
_1"X5x 1'-1 8_3
p39PL4
_1"X5x 0'-3 8_5
A - A
12_132
_14_1
43
34_1
1'-0
2_1
8_31'
-1
EL1
10'-5
4_1
p136 (B/S)PL4
_1"X5x 0'-10
p85PL4
_1"X3x 0'-11 8
_3
p73PL4
_1"X8x 1'-1 8_3 p72
PL4_1"X5
x 0'-7 8_1
C - C
24_1
24_1 24
_1
316___9 316
___9
4 4
4_178
_14_1
4_158
_34_1
4_138
_54_1
22_122
_1
22'-14_3
24_124
_1
3'-112_1 14'-98'-112
_1
216___11216
___11
32_1 32
_1
116___13116
___13
W12X30 x 22'-4
EL1
11'-5
4_3
3 2_15
p85 (B/S)PL4
_1"X3x 0'-11 8
_3 p85 (F/S) p85 (F/S) p85 (F/S)
14B2
p56GA 92
_1
PL2_1"X4 2_1
x 1'-0 2_1CNTR'D
p56GA 92
_1
PL2_1"X4 2_1
x 1'-0 2_1CNTR'D
p136 (F/S) p136 (F/S)
p75 (F/S)
p39 (F/S)p136 (F/S)
p136 (F/S)p74 (F/S)
p134 (F/S)
p136 (F/S) p136 (F/S)
p73 (F/S)
p72 (F/S)
5 - 16___11"Ø
(FIELD BOLTS:5 - 8
_5 x 0'-9 CARRIAGE )
10 - 16___9 "Ø
(FIELD BOLTS:10 - 2
_1 x 0'-8 CARRIAGE )
14 - 16___9 "Ø
NAILER HL'SGA 32
_1
NS & FS EA ENDSTAGGERED BETWEEN(FIELD BOLTS:14 - 2
_1 x 0'-2 4_3 CARRIAGE )
2 - 16___13"Ø
GA 92_1
2 - 16___13"Ø
GA 92_1
8'-4 10'-4 12'-4 14'-4 16'-4 18'-46'-44'-42'-4 20'-2 22'-04RD
5 4_14
1'-08_7 19'-34
_3 20'-54_3 21'-74
_33'-08_7 4'-52
_1 6'-52_1 8'-52
_1 9'-104_1 11'-104
_1 13'-104_1 15'-44
_1 17'-44_1 18'-14
_3
B
B
C
C
A
A
4_1
4_1 TYP.
4_1 3- SIDES
FOR FABRICATION11/3/2014
11/03/20141. For Fabrication IDI JLS
10/13/2014A For Approval IDI JLS
REV. DATE DESCRIPTION BY CHKD BY
OPEN HOLES
PAINT
ARCHITECTENGINEER
PROJECT NAME
LOCATION
CONTRACTOR
DESCRIPTION
DRAWN BY
CHECKED BY
APPROVED BY
JOB No.
DRG No.
13/16" Ø UNL. NTD
PREP: SSPC-SP 2 PAINTING: 1- S/C RED OXIDE 2 MIL DFT UNL. NTD
Pitkin Iron Corporationwww.pitkiniron.com
David Johnston ArchitectsAlbright & Associates
755 Airport RoadGlenwood Springs, CO 81602
Lot 2 – Knollwood
42489 Highway 82, Aspen, CO 81611
Kaegebein Fine Homebuilding
Beams
www.intermountaindetailing.com
JLS21648
15
BILL OF MATERIALSHIP
MARKPIECEMARK QTY DESCRIPTION LENGTH REMARKS
15B1 1 W12X22 17'-6 1/2" SQ-2 A992
p38 PL1/4"X10"1 0'-3 5/8" A36
p39 PL1/4"X5"1 0'-3 5/8" A36
p87 PL1/4"X5 1/2"1 0'-11 1/4" A36
p97 PL3/8"X2"8 0'-11 1/4" A36
p136 PL1/4"X5"2 0'-10" A36
15B2 1 W12X22 15'-8 1/8" SQ-2 A992
p47 PL1"X5"1 0'-6" A36
p61 PL3/4"X9"1 0'-9" A36
p137 PL1/4"X2"4 0'-11 1/4" A36
15M1 1 L3X3X1/4 16'-8" SQ-2 A36
18_1
p97PL8
_3"X2x 0'-11 4_1
p97PL8
_3"X2x 0'-11 4_1
D - D
1 2_11 2_1
18_738
_5
38_5 18
_7
412_1
48_1
11 4_1
18_1
33
3
p87PL4
_1"X5 2_1x 0'-11 4_1
3 - (16___13"x1") SLOTS
C - C
4_13 8_5
4_1
1 16___13
1 16___13
4_1
TYP.
4_1
4_1 TYP.
4_1
TOP&BOTTFLNG
p97
p97
p87
p136
p136
p38p39
16'-74_3
16'-118_3RD 3
28_5
17'-114_3 (W12X22 x 17'-62
_1)
1'-0
2_1
EL1
12'-1
4_3
6'-94_1
32_1
4_112
_1
348_7
104_114
_1
33
44_1
104_1
48_1
C
CEE
D
D
p97 (B/S)PL8
_3"X2x 0'-11 4_1
p136 (B/S)PL4
_1"X5x 0'-10
p97 (B/S)PL8
_3"X2x 0'-11 4_1
p97 (B/S)PL8
_3"X2x 0'-11 4_1
p97 (B/S)PL8
_3"X2x 0'-11 4
_1
4_1
4_1
3- SIDESTYP.
p87 (N/S)PL4
_1"X5 2_1x 0'-11 4
_1
15B1
p38PL4
_1"X10x 0'-3 8_5
p39PL4
_1"X5x 0'-3 8_5
2 - 16___13"Ø
GA 24_1(F/S)
2 - 16___13"Ø
GA 24_1(F/S)
11 - 16___9 "Ø
NAILER HL'SGA 24
_1
NS & FS EA ENDSTAGGERED BETWEEN(FIELD BOLTS:11 - 2
_1 x 0'-2 4_3 CARRIAGE )
EL1
11'-1
4_1
16'-94_114'-94
_112'-94_110'-94
_18'-94_194
_1 2'-94_1 4'-94
_1
ONE - BEAM - 15B2WF 7/16"x
x 1/4"12 1/4"4"
1 8_33 8_5
1 8_55 2_1
1 8_7
12_1612
_1
42_1
1 8_14 8_3
4_1
4_1
4_1
4_1
p137PL4
_1"X2x 0'-11 4
_1
p137PL4
_1"X2x 0'-11 4
_1
p47PL1"X5x 0'-6
p61PL4
_3"X9x 0'-9
F - F
W12X22 x 15'-88_1 (-28
_5)
3
15'-04_313'-04
_311'-04_39'-04
_37'-04_35'-04
_33'-04_31'-42
1'-88_7
1'-2
4_31
1'-0
4_1
32_1 32
_1
EL1
12'-1
4_3
12_142
_1
33
3
3 2_15
74_1RD 15'-68
_51'-84_1 2'-84
_3 4'-84_3 6'-84
_3 8'-84_3 10'-84
_3 12'-84_3 14'-84
_3
FF
HL NS & FS
HL NS & FS
HL NS & FS
HL NS & FS
p137 (B/S)PL4
_1"X2x 0'-11 4_1
p137 (B/S)PL4
_1"X2x 0'-11 4_1
4_1
4_1
3- SIDESTYP.
15B2
p47GA 24
_1(N/S)PL1"X5x 0'-6
1 - 16___13"Ø
GA 24_1(N/S)
4 - 16___13"Ø
GA 24_1
9 - 16___9 "Ø
(FIELD BOLTS:9 - 2
_1 x 0'-5 CARRIAGE )
13 - 16___9 "Ø
NAILER HL'SGA 24
_1
STAGGERED UNL NTD13 - 2
_1 x 0'-2 4_3 CARRIAGE )
p61PL4
_3"X9x 0'-9
3 - 16___13"Ø
ONE - ANGLE - 15M1
21
L3X3X4_1 x 16'-8
6RD 1'-6 2'-6 3'-6 4'-6 5'-6 6'-6 7'-6 8'-6 9'-6 10'-6 11'-6 12'-6 13'-6 14'-6 15'-6 16'-6
17 - 16___5 "Ø
(FIELD BOLTS:17 - 4
_1 x 0'-2 SDS )
15M1L3X3X4
_1
x 16'-8
ONE - BEAM - 15B1WF 7/16"x
x 1/4"12 1/4"4"
E - E
FOR FABRICATION11/3/2014
5'-12_1
7'-116'-14'-62'-66 9'-9
12_1
EL1
10'-1
8_1
W12X19 x 10'-1(-3)
6
9'-85'-42_1RD
9'-11
33
3
HL NS & FS
HL NS & FS HL NS & FS HL NS & FS
p31 (B/S)PL4
_1"X2x 0'-11 16
___5
p31 (B/S)PL4
_1"X2x 0'-11 16
___5
4_1
4_13- SIDES
16B1
4 - 16___13"Ø
GA 24_1
4 - 16___13"Ø
GA 24_1
10 - 16___9 "Ø
NAILER HL'SGA 24
_1
STAGGERED UNL NTD10 - 2
_1 x 0'-2 4_3 CARRIAGE )
2 8_13 8_3 5 2_1
2 4_32 4_3
p80PL4
_1"X5x 0'-8 4_3
p80PL4
_1"X5x 0'-8 4_3
11'-610'-08'-66'-84_14'-84
_12'-84_184
_1
7'-6 11'-11
7'-92_1RD 11'-11
EL1
10'-1
1 4_3
7
W10X54 x 12'-62_1(-32
_1)
12_1
12'-32_1
33
43
11'-84_110'-04
_18'-44_17'-04
_15'-04_13'-04
_11'-04_1
12_16
AAHL NS & FSHL NS & FS HL NS & FS
HL NS & FS
p80 (B/S)PL4
_1"X5x 0'-8 4_3p80 (B/S)
PL4_1"X5
x 0'-8 4_34_1
4_13- SIDES
11 - 16___9 "Ø
NAILER HL'SGA 52
_1
STAGGERED UNL NTD11 - 2
_1 x 0'-3 CARRIAGE )4 - 16
___13"ØGA 52
_1
2 - 16___13"Ø
GA 52_1
16B2
7 - 16___9 "Ø
(FIELD BOLTS:7 - 2
_1 x 0'-11 CARRIAGE )
42_154
_1
5 4_3
3 4_12 1
6___72 16___7
3 4_1
(-116___7 ) W8X35 x 14'-68
_1 (-116___3 )
2 4_12 4_1
54_3 44
_3
2 4_1
1 2_1
EL1
11'-1
16___11
12_1
2 16___7
3 4_1
2 16___7
3 4_1
2 4_1 2 4_13 2_1
2 4_13 2_1
14'-416___9612'-112
_168'-112_164'-112
_16112_1
32 4_1
14'-48_574
_3RD 2'-22_1 4'-22
_1 6'-22_1 8'-22
_1 10'-22_1 12'-22
_1 13'-102_1
2 4_13 2_1
CCBB16B3
8 - 16___9 "Ø
(FIELD BOLTS:8 - 2
_1 x 0'-9 CARRIAGE )
4'-22_1RD 16'-94
_1
(-42_1) W8X15 x 17'-34
_3
2 2
44_1 3
22
33
EL1
12'-3
4_1
12_1
1 2_13
64_3 2'-34
_3 4'-04_3 4'-74
_3 6'-74_3 8'-74
_3 10'-74_3 12'-74
_3 14'-74_3 16'-74
_3
p81 (B/S)PL4
_1"X2x 0'-7 8_3
p81 (B/S)PL4
_1"X2x 0'-7 8_34
_1
4_1 3- SIDES
16B4
p102GA 24
_1
PL8_5"X5
x 0'-7 4_1CNTR'D
2 - 16___13"Ø
GA 24_1
4 - 16___13"Ø
GA 24_1
4 - 16___13"Ø
GA 24_1
10 - 16___9 "Ø
(FIELD BOLTS:10 - 2
_1 x 0'-5 CARRIAGE )
1
PL4_1X1 x 1'-0
NO PAINT16P1PL4
_1"X1x 1'-0
1
PL4_1X1 x 6
NO PAINT16P2PL4
_1"X1x 0'-6
11/03/20141. For Fabrication IDI JLS
10/13/2014A For Approval IDI JLS
REV. DATE DESCRIPTION BY CHKD BY
OPEN HOLES
PAINT
ARCHITECTENGINEER
PROJECT NAME
LOCATION
CONTRACTOR
DESCRIPTION
DRAWN BY
CHECKED BY
APPROVED BY
JOB No.
DRG No.
13/16" Ø UNL. NTD
PREP: SSPC-SP 2 PAINTING: 1- S/C RED OXIDE 2 MIL DFT UNL. NTD
Pitkin Iron Corporationwww.pitkiniron.com
David Johnston ArchitectsAlbright & Associates
755 Airport RoadGlenwood Springs, CO 81602
Lot 2 – Knollwood
42489 Highway 82, Aspen, CO 81611
Kaegebein Fine Homebuilding
Beams
www.intermountaindetailing.com
JLS21648
16
BILL OF MATERIALSHIP
MARKPIECEMARK QTY DESCRIPTION LENGTH REMARKS
16B1 1 W12X19 10'-1" SQ-2 A992
p31 PL1/4"X2"4 0'-11 5/16" A36
16B2 1 W10X54 12'-6 1/2" SQ-2 A992
p80 PL1/4"X5"4 0'-8 3/4" A36
16B3 1 W8X35 14'-6 1/8" SQ-2 A992
16B4 1 W8X15 17'-3 3/4" SQ-2 A992
p81 PL1/4"X2"4 0'-7 3/8" A36
p102 PL5/8"X5"1 0'-7 1/4" A36
16P1 2 PL1/4"X1" 1'-0" SQ-2 A36
16P2 8 PL1/4"X1" 0'-6" SQ-2 A36
ONE - BEAM - 16B1WF 3/8"x
x 1/4"12 1/8"4"
ONE - BEAM - 16B2WF 5/8"x
x 3/8"10 1/8"10"
A - A
ONE - BEAM - 16B3WF 1/2"x
x 5/16"8 1/8"8"
C - CB - B
ONE - BEAM - 16B4WF 5/16"x
x 1/4"8 1/8"4"
2 - BACKING STRIPS - 16P1
8 - BACKING STRIPS - 16P2
FOR FABRICATION11/20/2014
11/20/20141. For Fabrication IDI JLS
10/13/2014A For Approval IDI JLS
REV. DATE DESCRIPTION BY CHKD BY
OPEN HOLES
PAINT
ARCHITECTENGINEER
PROJECT NAME
LOCATION
CONTRACTOR
DESCRIPTION
DRAWN BY
CHECKED BY
APPROVED BY
JOB No.
DRG No.
13/16" Ø UNL. NTD
PREP: SSPC-SP 2 PAINTING: 1- S/C RED OXIDE 2 MIL DFT UNL. NTD
Pitkin Iron Corporationwww.pitkiniron.com
David Johnston ArchitectsAlbright & Associates
755 Airport RoadGlenwood Springs, CO 81602
Lot 2 – Knollwood
42489 Highway 82, Aspen, CO 81611
Kaegebein Fine Homebuilding
Beams
www.intermountaindetailing.com
JLS21648
17
BILL OF MATERIALSHIP
MARKPIECEMARK QTY DESCRIPTION LENGTH REMARKS
17B1 1 W12X26 14'-9 3/4" SQ-2 A992
17B2 1 W12X22 23'-0 7/8" SQ-2 A992
p41 PL1/4"X5"1 0'-5 3/8" A36
p44 PL1/4"X5"2 0'-10" A36
p66 PL1/4"X10"1 0'-5 3/8" A36
p79 PL1/4"X2"4 0'-11 1/4" A36
17B3 1 W10X15 11'-1 1/4" SQ-2 A992
p78 PL1/4"X2"4 0'-9 5/16" A36
ONE - BEAM - 17B1WF 3/8"x
x 1/4"12 1/4"6 1/2"
33
3
33
3
(-28_5) W12X26 x 14'-94
_3 (-28_5)
48_7
RD2'-48
_7 4'-48_7 6'-48
_7 8'-48_7 10'-48
_7 12'-48_7 14'-48
_7
12_1
48_7
EL1
23'-1
3 2_15
12_1
14'-84_1
2'-48_7 14'-48
_712'-48_710'-48
_78'-48_76'-48
_74'-48_7
8 - 16___9 "Ø
(FIELD BOLTS:8 - 2
_1 x 0'-8 CARRIAGE )
10 - 16___9 "Ø
NAILER HL'SGA 32
_1
NS & FS EA ENDSTAGGERED BETWEEN(FIELD BOLTS:10 - 2
_1 x 0'-2 4_3 CARRIAGE )
17B1
ONE - BEAM - 17B2WF 7/16"x
x 1/4"12 1/4"4"
2 16___11
2 16___11
4_15 8_3
4_1
4_1NS&FS
4_1
TYP.p44PL4
_1"X5x 0'-10
p44PL4
_1"X5x 0'-10
p66PL4
_1"X10x 0'-5 8_3
p41PL4
_1"X5x 0'-5 8_3
A - A
6RD 2'-6 4'-6 6'-6 8'-6 10'-6 12'-6 14'-6 16'-6 18'-6 20'-6 22'-6
1'-0
4_13
34
4_1 32
_1 12_1
21'-58_119'-58
_117'-58_115'-58
_113'-58_111'-58
_19'-58_17'-58
_15'-58_13'-58
_11'-58_112
_1 22'-78_5716'-34
_3
22'-102_1
23'-68_1 (W12X22 x 23'-08
_7)
33
3E
L121
'-38_5
3 2_15
32_132
_1
AA
p79 (B/S)PL4
_1"X2x 0'-11 4_1
p44 (B/S)PL4
_1"X5x 0'-10
p79 (B/S)PL4
_1"X2x 0'-11 4
_14_1
4_13- SIDES
11 - 16___9 "Ø
(FIELD BOLTS:11 - 2
_1 x 0'-5 CARRIAGE )
14 - 16___9 "Ø
NAILER HL'SGA 24
_1
NS & FS EA ENDSTAGGERED BETWEEN(FIELD BOLTS:14 - 2
_1 x 0'-2 4_3 CARRIAGE )
4 - 16___13"Ø
GA 24_1
2 - 16___13"Ø
GA 24_1
p41PL4
_1"X5x 0'-5 8_3
p66PL4
_1"X10x 0'-5 8_3
17B2
ONE - BEAM - 17B3WF 1/4"x
x 1/4"10"4"
3 2'-3 4'-3 5'-38_5 7'-08
_5 8'-98_5 10'-68
_5
EL1
20'-0
8_1
10'-98'-96'-94'-92'-995RD
4'-108_318
_7
10'-114_3
(-3)W10X15 x 11'-14_1
33
HL NS & FSHL NS & FS
HL NS & FSHL NS & FS
p78 (B/S)PL4
_1"X2x 0'-9 16
___5
p78 (B/S)PL4
_1"X2x 0'-9 16
___5
4_1
4_13- SIDES
17B3
2 - 16___13"Ø
GA 24_1
11 - 16___9 "Ø
NAILER HL'SGA 24
_1
STAGGERED UNL NTD11 - 2
_1 x 0'-2 4_3 CARRIAGE )
8 - 16___9 "Ø
NAILER HL'SGA 24
_1
NS & FS EA ENDSTAGGERED BETWEEN(FIELD BOLTS:8 - 2
_1 x 0'-2 4_3 CARRIAGE )
FOR FABRICATION11/20/2014
11/20/20141. For Fabrication IDI JLS
10/13/2014A For Approval IDI JLS
REV. DATE DESCRIPTION BY CHKD BY
OPEN HOLES
PAINT
ARCHITECTENGINEER
PROJECT NAME
LOCATION
CONTRACTOR
DESCRIPTION
DRAWN BY
CHECKED BY
APPROVED BY
JOB No.
DRG No.
13/16" Ø UNL. NTD
PREP: SSPC-SP 2 PAINTING: 1- S/C RED OXIDE 2 MIL DFT UNL. NTD
Pitkin Iron Corporationwww.pitkiniron.com
David Johnston ArchitectsAlbright & Associates
755 Airport RoadGlenwood Springs, CO 81602
Lot 2 – Knollwood
42489 Highway 82, Aspen, CO 81611
Kaegebein Fine Homebuilding
Beams
www.intermountaindetailing.com
JLS21648
18
BILL OF MATERIALSHIP
MARKPIECEMARK QTY DESCRIPTION LENGTH REMARKS
18B1 1 W12X22 22'-4 11/16" SQ-1/BEV-1 A992
p53 PL1/2"X4"1 0'-9" A36
p77 PL1/4"X2"2 0'-11 3/8" A36
p94 PL3/8"X5 1/2"1 0'-11 3/8" A36
p98 PL3/8"X2"1 0'-11 5/16" A36
w28 HSS3X3X1/41 0'-2 1/2" A500-GR.B
18B2 1 W12X16 13'-6" SQ-2 A992
p95 PL3/8"X5 1/2"1 0'-11 7/16" A36
p99 PL3/8"X2"8 0'-11 3/8" A36
ONE - BEAM - 18B1WF 7/16"x
x 1/4"12 1/4"4"
1
216___11
BOTT. FLNGBLOCK
D - D
38_518
_7
4 12_1
48_1
1 2_11 2_1
1 2_18_7
18_7 38
_5
2 16___13
33
3 - (16___13"x1") SLOTS
p98PL8
_3"X2x 0'-11 16
___5
p94PL8
_3"X5 2_1x 0'-11 8_3
C - C
16___52 1
6___3
17'-28_1
17'-516___9
17'-64_3
22'-28_7
RD
EL1
23'-6
16___13
14_1
2
216___11
1'-3
16___3
316___5
EL1
21'-3
16___5
2_12 2_1
3 8_13
3
2 16___13
33
62'-6
4'-66'-6
8'-610'-6
12'-614'-6
16'-618'-6
20'-622'-0
8_7
8_7 24
_1
DD
C
C
4_1
4_1
3- SIDESTYP.4
_1 T&B
4 - 16___13"Ø
GA 24_1
14 - 16___9 "Ø
NAILER HL'SGA 24
_1
NS & FS EA ENDSTAGGERED BETWEEN(FIELD BOLTS:14 - 2
_1 x 0'-2 4_3 CARRIAGE )
p77 (N/S)PL4
_1"X2x 0'-11 8
_3
4 - 16___13"Ø
GA 6
p77 (F/S)PL4
_1"X2x 0'-11 8
_3
w28HSS3X3X4
_1
x 0'-2 2_1
18B1W12X22x 22'-4 16
___11
p98 (N/S)PL8
_3"X2x 0'-11 16
___5p94 (F/S)PL8
_3"X5 2_1x 0'-11 8_3
p53GA 6PL2
_1"X4x 0'-9CNTR'D
1'-38 _1
22'-24_17
1 4_1
12
18_1 18
_1
22'-416___11
33
3
ONE - BEAM - 18B2WF 1/4"x
x 1/4"12"4"
54_1
2'-54_1
4'-54_1
6'-54_1
8'-54_1
10'-04_1
11'-74_1
13'-24_1
13'-6 13'-516___7
12'-916___5
13'-12_1
816___3
16___9
1 4_1
12
816___3
14_3 3
2 8_73
3316___1
3
EL1
21'-8
2_1
EL1
23'-1
16___5
12'-1016___11
RD
13'-38_7
12'-88_1
13'-016___5
E
E
p99 (B/S)PL8
_3"X2x 0'-11 8
_3
p99 (B/S)PL8
_3"X2x 0'-11 8
_3
p99 (B/S)PL8
_3"X2x 0'-11 8_3
p99 (B/S)PL8
_3"X2x 0'-11 8
_3
4_1
4_1
3- SIDESTYP.
2 - 16___13"Ø
GA 24_1(F/S)
10 - 16___9 "Ø
NAILER HL'SGA 24
_1
NS & FS EA ENDSTAGGERED BETWEEN(FIELD BOLTS:10 - 2
_1 x 0'-2 4_3 CARRIAGE )
2 - 16___13"Ø
GA 24_1(N/S)
18B2W12X16x 13'-6
p95 (N/S)PL8
_3"X5 2_1x 0'-11 16
___7
33
2 8_71 2_11 2_1
1 8_31 1
6___1
48_1
4 12_1
38_518
_7
18_7 38
_5
3 - (16___13"x1") SLOTS
p95PL8
_3"X5 2_1x 0'-11 16
___7
E - E