Attachment 9_Drawings_201-400_11x17_040323.pdf
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HFB
K
E
JG
W14x48
JG
JG
JG
W14x48
JG
JG
W14x48
W14x48
W14x48 W14x48
W10x17
W x1
JG
JG
W14x48
W14x48W14x48
W14x48
K
2'
M ax O
C
K
2'
M ax O
C
K
2'
M ax O
C
K
2'
M ax O
C
K
2'
M ax O
C
K
2'
M ax O
C
K
2'
M ax O
C
2.
5K
2'
M ax O
C
K
2'
M ax O
C
6'-6"
Stair Down
0"
0"
0"
A 60688
A 60688
B 60688
B 60688
C 60689
C 60689
D 60689
D 60689
E 60690
11'-0" 8'-0" 21'-0" 22'-0"
60697
SIM
Joist top chord extension (R-type) See Detail 4 (60695)
Joist top chord extension (R-type) See Detail 4 (60695)
60695
Joist top chord extension (R-type) See Detail 7 (60697)
Joist top chord extension (R-type) See Detail 7 (60695)
60697
60695
60697
60697
60812
60697
60697
Angle Kickers @5'-0" OC max See Detail 1 (60697)
H 60690
H 60690
I 60691
I 60691
J 60692
J 60692
See Drawing (60696) For HVAC Platform
SIM1
60812
60697
60812
SIM
Steel Stair or prefabricated stair by contractor
60697
HSS4½x4½x (Typ.)
62'-0"
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
AR
TM
EN
T O
F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
LE
A D
V
IL
LE
M
IN
E
D R A
IN
A G
E
TU
N N
EL
LE
A D
V
IL
LE
C O
LE
A D
V
IL
LE
M
IN
E
TR
EA
TM
EN
T
PL
A N
T A N
D F
A C
IL
IT
IE
S W
A
TE
R T
R
EA
TM
EN
T
PL
A N
T
Brandon Jackson, P.E.
Brandon Bowman, P.E.
Lisa Orgren, P.E.
Brandon Jackson, P.E.
David Kresin, P.E.
Peer Reviewer - Plant Structures Group
DENVER, CO 2022-09-30
STRUCTURAL STEEL
FRAMING PLAN
LEVEL 03
OFFICE
1335-D-60684
Scale: 3/16" = 1'-0"
FRAMING PLAN - LEVEL 03 - OFFICE
NOTES
1. For structural design data, see (60589) - (60592).
2. For structural steel general notes and abbreviations, see (60662).
3. See (60693) - (60695) for Joist Girder Schedules
K
E
Stair Down
0"
0"
0"
40'-0"
11'-0" 8'-0" 21'-0"
9 1/2" EOS
1'-6" EOS
1' -6
EO
S
1" EJ 1" EJ
Slab-on-Deck (5" total thickness) See Note 4,5
Slab-on-Deck (5" total thickness) See Note 4,5
#4x3'-0"@24"OC
#4x3'-0"@24"OC
#4x3'-0"@24"OC
#4x3'-0"@24"OC
(2)#4 cont.
(2)#4 cont.
(2)#4 cont.
Slab-on-Deck (5" total thickness) See Note 4,5
Reinforce slab with
#4@12" OC EW,
centered. See note 4
#4x3'-0"@24"OC
6'-8" EOS
9' -6
/8
EO
S
5/ 8"
E O
S
1/
2" E
O S
(2)#4 cont.
See Drawing (60696) For HVAC Platform
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
AR
TM
EN
T O
F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
LE
A D
V
IL
LE
M
IN
E
D R A
IN
A G
E
TU
N N
EL
LE
A D
V
IL
LE
C O
LE
A D
V
IL
LE
M
IN
E
TR
EA
TM
EN
T
PL
A N
T A N
D F
A C
IL
IT
IE
S W
A
TE
R T
R
EA
TM
EN
T
PL
A N
T
Brandon Jackson, P.E.
Brandon Bowman, P.E.
Lisa Orgren, P.E.
Brandon Jackson, P.E.
David Kresin, P.E.
Peer Reviewer - Plant Structures Group
DENVER, CO 2022-09-30
STRUCTURAL STEEL
SLAB-ON-DECK
REINFORCING
LEVEL 03
OFFICE
1335-D-60685
Scale: 3/16" = 1'-0"
SLAB-ON-DECK REINFORCING - LEVEL 03 - OFFICE
NOTES
1. For structural design data, see (60589) - (60592).
2. For structural steel general notes and abbreviations, see (60662).
3. For Reinforcement General Notes, see (60629).
4. Floor Construction: 5" thick normal weight concrete slab: 3 1/2" concrete over 1 1/2"x22Ga (1.5C) non-composite galvanized deck.
5. Reinforce slab with #4@12" OC each way, centered in slab.
6. Floor deck attachments: 5/8"ø puddle welds in 36/4 pattern at
S
K P
E M Q
W14x48 W14x48
W14x48
W14x48 W14x48 W14x48
W x7
W x7
W14x48 W14x48
W14x48W14x48W14x48 W14x48
W14x48
W14x48
W14x48
W14x48
W14x48
W14x48
W14x48
W x7
W x7
W x7
W x7
W x7
W x7
W x7
W x7
W x7
W T5 x2 2.
W T5 x2 2.
W T5 x2 2.
W T5x22.5
W T5x22.5
W T5x22.5
WT5x22.5
WT5x22.5
WT5x22.5
WT5
x2
2.5
WT5
x2
2.5
WT5
x2
2.5
W x7
W16x67
W16x67
W16x67
W16x67
W16x67
W16x67
W16x67
W16x67 W16x67
W16x67W16x67 W16x67
W16x67 W16x67
W16x67 W16x67
W16x67 W16x67
0"
0"
0"
W16x67
W16x67
W x7
116'-5"
11'-0" 8'-0" 21'-0" 22'-0" 16'-0" 9'-10" 15'-6" 13'-1"
A 60688
A 60688
B 60688
B 60688
C 60689
C 60689
D 60689
D 60689
E 60690
E 60690
F 60690
F 60690
G 60690
G 60690
J 60692
J 60692
H 60690
H 60690
EQ
EQ
EQ
EQ
EQ
EQ
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
3:
12 3:
3:
W8x28 (Wind Girt)
W16x67
W16x67
I 60691
I 60691
W8X15 Hoist Beam
W x1
W x1
W x1
W x1
WT5x22.5
WT5x22.5
WT5x22.5
0"
EQ
EQ
EQ
60757
(60692)
60757
60757
For Continuation See Drawing (60668)
For Masonry and hoist beam See Drawing (60827) See Detail 2 (60834)
HSS4½x4½x (Typ.)
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
AR
TM
EN
T O
F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
LE
A D
V
IL
LE
M
IN
E
D R A
IN
A G
E
TU
N N
EL
LE
A D
V
IL
LE
C O
LE
A D
V
IL
LE
M
IN
E
TR
EA
TM
EN
T
PL
A N
T A N
D F
A C
IL
IT
IE
S W
A
TE
R T
R
EA
TM
EN
T
PL
A N
T
Brandon Jackson, P.E.
Brandon Bowman, P.E.
Lisa Orgren, P.E.
Brandon Jackson, P.E.
David Kresin, P.E.
Peer Reviewer - Plant Structures Group
DENVER, CO 2022-09-30
STRUCTURAL STEEL
ROOF FRAMING PLAN
OFFICE
1335-D-60686
Scale: 3/16" = 1'-0"
ROOF FRAMING PLAN - OFFICE
NOTES
1. For structural design data, see (60589) - (60592).
2. For structural steel general notes and abbreviations, see (60662).
FB
S
E Q
B 60688
B 60688
C 60689
C 60689
G 60690
G 60690
J 60692
J 60692
I 60691
I 60691
WT5x22.5 (Typ.)
HB20 HB20
HB20
HB20HB20
HB20 HB20
HB20
HB21
HB21
HB21
HB21
HB21
HB20HB20
HB21
HB21
HB21
HB21 HB21
HB21
HB21 HB21
HB21HB21
HB21 HB21
HB21HB21
HB21
H 60690
H 60690
A 60688
A 60688
0"
0"
0"
EQ
EQ
EQ
EQ
EQ
EQ
19'-0" 13'-1"
11'-0" 8'-0"
60799
60799
60799
SIM
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
AR
TM
EN
T O
F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
LE
A D
V
IL
LE
M
IN
E
D R A
IN
A G
E
TU
N N
EL
LE
A D
V
IL
LE
C O
LE
A D
V
IL
LE
M
IN
E
TR
EA
TM
EN
T
PL
A N
T A N
D F
A C
IL
IT
IE
S W
A
TE
R T
R
EA
TM
EN
T
PL
A N
T
Brandon Jackson, P.E.
Brandon Bowman, P.E.
Lisa Orgren, P.E.
Brandon Jackson, P.E.
David Kresin, P.E.
Peer Reviewer - Plant Structures Group
DENVER, CO 2022-09-30
STRUCTURAL STEEL
FRAMING PLAN
ROOF BRACING OFFICE
1335-D-60687
Scale: 3/16" = 1'-0"
ROOF FRAMING PLAN - OFFICE - BRACING
NOTES
1. For structural design data, see (60589) - (60592).
2. For structural steel general notes and abbreviations, see (60662).
15 2019
TO COLUMN
El. 24.30
JG9 JG13
JG5JG1
W x1
W x1
W x1
W18x76 W18x76
58'-0"
29'-0" 29'-0"
I 60691
H 60690
J 60692
A t
Jo is t G ir de rs
1/ 2"
Ty p.
A t
S te el J oi st s 5"
Ty p.
3:12
TO COLUMN
El. 31.08
3" / 12"
60717
60717
15 2019
TO COLUMN
El. 33.30
58'-0"
29'-0" 29'-0"
W18x76 W18x76
W18x76 W18x76
JG10 JG14
JG6JG2
TO COLUMN
El. 40.25
H 60690
J 60692
A t
Jo is t G ir de rs
1/ 2"
Ty p.
A t
S te el J oi st
5"
Ty p.
A t
W F be am s, U
N O
5"
Ty p.
W x1
W x1
W x1
I 60691
3:12
3:12 3:12
3:12
60717
60717
5 SIM
60717
60717
SIM
60757
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
AR
TM
EN
T O
F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
LE
A D
V
IL
LE
M
IN
E
D R A
IN
A G
E
TU
N N
EL
LE
A D
V
IL
LE
C O
LE
A D
V
IL
LE
M
IN
E
TR
EA
TM
EN
T
PL
A N
T A N
D F
A C
IL
IT
IE
S W
A
TE
R T
R
EA
TM
EN
T
PL
A N
T
Brandon Jackson, P.E.
Brandon Bowman, P.E.
Lisa Orgren, P.E.
Brandon Jackson, P.E.
David Kresin, P.E.
Peer Reviewer - Plant Structures Group
DENVER, CO 2022-09-30
STRUCTURAL STEEL
SECTIONS
1335-D-60688
60681 Scale: 3/16" = 1'-0"
A SECTION - OFFICE
60681 Scale: 3/16" = 1'-0"
B SECTION - OFFICE
LEVEL 03
El. 22.50
LEVEL 02
El. 10.50
LEVEL 01
El. 0.00
NOTES
1. For structural design data, see (60589) - (60592).
2. For structural steel general notes and abbreviations, see (60662).
3. For dimensions, see framing plans.
15 2019
58'-0"
29'-0" 29'-0"
W18x76W18x76
JG11 JG15
JG3 JG7
W x1
W x1
W x1
I 60691
H 60690
J 60692
A t
W F be am s, U
N O
5"
Ty p.
A t
Jo is t G ir de rs
1/ 2"
Ty p.
A t
S te el J oi st s 5"
Ty p.
3:12 3:12
60717
SIM60717
60717
60757
15 2019
W18x76 W18x76
JG12 JG16
JG4 JG8
W x1
W x1
W x1
58'-0"
29'-0" 29'-0"
A t
W F be am s, U
N O
5"
Ty p.
A t
Jo is t G ir de rs
1/ 2"
Ty p.
A t
S te el J oi st s 5"
Ty p.
H 60690
I 60691
J 60692
60697
3:12 3:12
60717
SIM
60757
60757
60717
60717
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
AR
TM
EN
T O
F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
LE
A D
V
IL
LE
M
IN
E
D R A
IN
A G
E
TU
N N
EL
LE
A D
V
IL
LE
C O
LE
A D
V
IL
LE
M
IN
E
TR
EA
TM
EN
T
PL
A N
T A N
D F
A C
IL
IT
IE
S W
A
TE
R T
R
EA
TM
EN
T
PL
A N
T
Brandon Jackson, P.E.
Brandon Bowman, P.E.
Lisa Orgren, P.E.
Brandon Jackson, P.E.
David Kresin, P.E.
Peer Reviewer - Plant Structures Group
DENVER, CO 2022-09-30
STRUCTURAL STEEL
SECTIONS
1335-D-60689
60681 Scale: 3/16" = 1'-0"
C SECTION - OFFICE
60681 Scale: 3/16" = 1'-0"
D SECTION - OFFICE
LEVEL 03
El. 22.50
LEVEL 02
El. 10.50
LEVEL 01
El. 0.00
TO COLUMN
El. 33.30
TO COLUMN
El. 40.25
NOTES
1. For structural design data, see (60589) - (60592).
2. For structural steel general notes and abbreviations, see (60662).
El. 22.50
LEVEL 03
TO COLUMN
El. 33.30
J 60692
29'-0"
W18x76
TO COLUMN
El. 40.25
W8x28 (Wind Girt)
I 60691
2' -3
/2
3:12
SIM60717
60717
60757
W x8 7W x8
El. 22.50
LEVEL 03
TO COLUMN
El. 33.30
J 60692
TO COLUMN
El. 40.25
29'-0"
W18x76
W x8
W x8
I 60691
3:12
60717
SIM
60717
60757
El. 22.50
LEVEL 03
TO COLUMN
El. 33.30
J 60692
TO COLUMN
El. 40.25
W18x76
W x8
H S S 4½ x4 ½ x
H S S 4½ x4 ½ x
W x8
I 60691
29'-0"
3:12
TO COLUMN
El. 31.08
60757
SIM60717
60717 360757
El. 0.00
LEVEL 01
El. 22.50
LEVEL 03
El. 10.50
LEVEL 02
HFB E
TO COLUMN
El. 33.30
A 60688
B 60688
C 60689
D 60689
TO COLUMN
El. 24.30
W14x48W14x48 W14x48
W14x48W14x48W14x48
40'-0"
21'-0"8'-0"11'-0"
W14x48
TOS El. 9.87A t
W F be am s, U
N O
5"
Ty p.
W x1
W x1
W x1
W x1
TO COLUMN
El. 27.67
1/
2" 2"
W14x48
1' -3
/8
8' -1
7/
8"
5/ 8"
1/
2"
1' -3
W14x48 W14x48
CB8
VB21
VB20
VB22
VB23
VB24
60811
60811
60715
60757
SIM
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
AR
TM
EN
T O
F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
LE
A D
V
IL
LE
M
IN
E
D R A
IN
A G
E
TU
N N
EL
LE
A D
V
IL
LE
C O
LE
A D
V
IL
LE
M
IN
E
TR
EA
TM
EN
T
PL
A N
T A N
D F
A C
IL
IT
IE
S W
A
TE
R T
R
EA
TM
EN
T
PL
A N
T
Brandon Jackson, P.E.
Brandon Bowman, P.E.
Lisa Orgren, P.E.
Brandon Jackson, P.E.
David Kresin, P.E.
Peer Reviewer - Plant Structures Group
DENVER, CO 2022-09-30
STRUCTURAL STEEL
SECTIONS
1335-D-60690
60681 Scale: 3/16" = 1'-0"
E SECTION - OFFICE
60686 Scale: 3/16" = 1'-0"
F SECTION - OFFICE
60686 Scale: 3/16" = 1'-0"
G SECTION - OFFICE
60681 Scale: 3/16" = 1'-0"
H SECTION - OFFICE
NOTES
1. For structural design data, see (60589) - (60592).
2. For structural steel general notes and abbreviations, see (60662).
El. 0.00
LEVEL 01
El. 22.50
LEVEL 03
El. 22.50
LEVEL 03
El. 10.50
LEVEL 02
HFB SK PE M Q
TO COLUMN
El. 40.25
TO COLUMN
El. 40.25
116'-5"
13'-1"15'-6"9'-10"16'-0"22'-0"21'-0"8'-0"11'-0"
W x8
W x8
W x8
W x8
W14x48W14x48W14x48
W14x48 W14x48 W14x48
W14x48W14x48
W14x48
W14x48 W14x48 W14x48 W14x48
W x1
W x1
W x1
W x1
B 60688
C 60689
D 60689
E 60690
F 60690
G 60690
A 60688
A t
W F be am s, U
N O
5"
Ty p.
7" 2"
/8
/8
9' -2
2"
/8
/8
TO COLUMN
El. 31.08
3/
8"
W14x48
SIM.
CB10
VB27
VB26
EQ
EQ
60811
60811
60715
60757 160757
W x8
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
AR
TM
EN
T O
F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
LE
A D
V
IL
LE
M
IN
E
D R A
IN
A G
E
TU
N N
EL
LE
A D
V
IL
LE
C O
LE
A D
V
IL
LE
M
IN
E
TR
EA
TM
EN
T
PL
A N
T A N
D F
A C
IL
IT
IE
S W
A
TE
R T
R
EA
TM
EN
T
PL
A N
T
Brandon Jackson, P.E.
Brandon Bowman, P.E.
Lisa Orgren, P.E.
Brandon Jackson, P.E.
David Kresin, P.E.
Peer Reviewer - Plant Structures Group
DENVER, CO 2022-09-30
STRUCTURAL STEEL
SECTION
1335-D-60691
60681 Scale: 3/16" = 1'-0"
I SECTION - OFFICE
NOTES
1. For structural design data, see (60589) - (60592).
2. For structural steel general notes and abbreviations, see (60662).
El. 22.50
LEVEL 03
El. 22.50
LEVEL 03
El. 10.50
LEVEL 02
HFB SK PE M Q
TO COLUMN
El. 33.30
TO COLUMN
El. 33.30
TO COLUMN
El. 24.30
W14x48 W14x48 W14x48 W10x17
116'-5"
13'-1"15'-6"9'-10"16'-0"22'-0"21'-0"8'-0"11'-0"
W14x48 W14x48 W14x48 W14x48
W x8
W x8
W x8
W x8
A 60688
B 60688
C 60689
E 60690
F 60690
G 60690
W14x48 W14x48
W14x48
W14x48W14x48
W14x48 W8x28 (Wind Girt)
W14x48
A t
W F be am s, U
N O
5"
Ty p.
TOS El. 9.87
W x1
W x1
W x1
W x1
2' -3
/2
8' -1
7/
8"
5/ 8"
2"
1' -3
1' -3
/8
/8
/8
W14x48
1/
2" 2"
HSS4½x4½x (Typ.)
60812
CB8
VB20
VB21
VB22
VB23
VB24
60811
60811
1 VB25
CB9
60811
HSS4½x4½x
60715
60715
60766
60757
1SIM
60757
SIM
60766
1SIM
W x8
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
AR
TM
EN
T O
F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
LE
A D
V
IL
LE
M
IN
E
D R A
IN
A G
E
TU
N N
EL
LE
A D
V
IL
LE
C O
LE
A D
V
IL
LE
M
IN
E
TR
EA
TM
EN
T
PL
A N
T A N
D F
A C
IL
IT
IE
S W
A
TE
R T
R
EA
TM
EN
T
PL
A N
T
Brandon Jackson, P.E.
Brandon Bowman, P.E.
Lisa Orgren, P.E.
Brandon Jackson, P.E.
David Kresin, P.E.
Peer Reviewer - Plant Structures Group
DENVER, CO 2022-09-30
STRUCTURAL STEEL
SECTION
1335-D-60692
60681 Scale: 3/16" = 1'-0"
J SECTION - OFFICE -GRID 20
NOTES
1. For structural design data, see (60589) - (60592).
2. For structural steel general notes and abbreviations, see (60662).
JOIST GIRDER SCHEDULE
End Moments
Wind Moment 1.0W (kip-ft)
Seismic Moment 1.0E (kip-ft)
Floor Live Load Moment (kip-ft)
Dead Load Moment (kip-ft)
Left Right Left Right Left Right Left Right
Axial Loads
Wind Axial Load 1.0W
(kip)
Seismic Axial Load 1.0E
(kip)
Girder Mark
Number Designation (Total Load/Live Load)
JG1
JG2
JG3
JG4
JG5
JG6
JG7
JG8
JG9
JG10
JG11
JG12
(1) Manufacturer to design Joist Girders using ASD. Nominal design loads shown are to be used in the applicable ASD code load combinations
(2) Deflection Criteria: Live Load Deflections L/360
(3) See framing plan for joist spacing along girder
(4) Top chord axial load, Tension or Compression Load
(5) End Moment Sign Convention, Positive moments:
±22.5
JG13
JG14
JG15
JG16
20BG 15N 2.5K/1.3K
20BG 15N 3.6K/1.9K
20BG-See loading diagram 20BG-See loading diagram
20BG 15N 2.5K/1.3K
20BG 15N 3.6K/1.9K
20BG 15N 5.4K/2.9K
20BG-See loading diagram
30.9 44.929.8 41.9±18.9 ±132.7 ±111.7
48.7 73.350.2 73.3
87.6 126.8
7.1 46.2
47.5 27.8
75.9 45.5
116.8 66.4
102.3 87.8
95.3 132.4
4.7 43.0
44.5 26.6
76.1 46.9
121.1 71.7
105.2 94.4
±23.0 ±19.2
±23.8 ±19.9
±24.4 ±20.6
±19.1 ±22.9
±19.9 ±24.0
±20.2 ±24.7
±21.1 ±25.5
±134.0 ±113.1
±135.8 ±114.4
±137.1 ±116.3
±111.7 ±132.7
±113.3 ±134.2
±114.0 ±135.4
±116.4 ±137.1
24BG 15N 3.0K/1.9K
24BG 15N 4.5K/2.9K
24BG 15N 3.0K/1.9K
24BG 15N 4.5K/2.9K
24BG 15N 6.9K/4.4K
24BG-See loading diagram
24BG 15N 6.9K/4.4K
24BG 15N 5.8K/3.7K
29.1 46.3
49.3 73.7
71.6 109.9
48.1 98.7
47.8 27.1
75.3 47.3
110.1 68.5
145.6 97.6
40.7 64.7
70.1 112.2
96.6 176.7
61.5 146.3
66.2 38.8
113.9 68.0
176.8 93.2
184.3 111.0
±10.7 ±8.4
±11.1 ±8.5
±12.5 ±10.3
±18.7 ±13.4
±8.2 ±10.5
±8.7 ±11.1
±9.8 ±11.9
±13.1 ±18.1
±68.1 ±53.0
±71.7 ±53.1
±78.0 ±61.3
±101.2 ±74.7
±53.1 ±68.1
±54.4 ±73.3
±60.4 ±77.1
±75.0 ±101.6
±28.8
±28.8
±20.2
±20.2
±2.6
±2.6
±4.9
±4.9
±1.1
±1.1
±9.5
±9.5
±3.0 ±16.9
±3.0 ±16.9
±9.9±2.4
±9.9±2.4
±3.5±1.6
±3.5±1.6
±6.2±2.9
±6.2±2.9
±10.5±4.9
±10.8±4.9
JOIST GIRDER ADDITIONAL REQUIREMENTS
Girder Mark Number
JG1-JG8
Min. Moment of Inertia IG (in4)
JG9-JG16
Min. Top chord thickness
(in)
Min. Top chord Horiz Leg
(in)
Min. Bot chord thickness
(in)
Min. Bot chord Horiz Leg
(in)
1343.3
2026.6
0.5 4 0.375 3
30.37540.5
15 19
60695
60695
SIM
27'-10 7/8" CLEARSPAN
60695
TYP BLOCKING
BTWN JOISTS
15 19
60695
60695
SIM
60695
27'-10 7/8" CLEARSPAN
TYP BLOCKING
BTWN JOISTS
15 19
60695
60695
SIM
27'-10 7/8" CLEARSPAN
60695
TYP BLOCKING
BTWN JOISTS
15 19
60695
60695
SIM
27'-10 7/8" CLEARSPAN
60695
TYP BLOCKING
BTWN JOISTS
60695
60695
SIM
27'-10 7/8" CLEARSPAN
60695
TYP BLOCKING
BTWN JOISTS
60695
60695
SIM
27'-10 7/8" CLEARSPAN
60695
TYP BLOCKING
BTWN JOISTS
60695
60695
SIM
27'-10 7/8" CLEARSPAN
60695
TYP BLOCKING
BTWN JOISTS
60695
60695
SIM
27'-10 7/8" CLEARSPAN
60695
TYP BLOCKING
BTWN JOISTS
(4 .2
K /2
.2 K
(4 .2
K /2
.2 K
(4 .2
K /2
.2 K
(4 .2
K /2
.2 K
(4 .2
K /2
.2 K
(4 .2
K /2
.2 K
(4 .2
K /2
.2 K
(4 .2
K /2
.2 K
(4 .2
K /2
.2 K
(5 .5
K /2
.9 K
(5 .5
K /2
.9 K
(5 .5
K /2
.9 K
(5 .5
K /2
.9 K
(5 .5
K /2
.9 K
JOIST GIRDER LOADING DIAGRAM
Per plan for joist spacing
See Joist Girder Schedule for Axial Loads, End Moments and Min. Moment of Inertia
(T L/
LL
EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ
(0 .8
K /0
.5 K
(4 .0
K /2
.1 K
JOIST GIRDER LOADING DIAGRAM
Per plan for joist spacing
See Joist Girder Schedule for Axial Loads, End Moments and Min. Moment of Inertia
(T L/
LL
(4 .0
K /2
.1 K
(4 .0
K /2
.1 K
(4 .0
K /2
.1 K
(4 .0
K /2
.1 K
No Chord Bracing in this zone
17'-5 1/2" No Gravity Loading
EQ EQ EQ EQ EQ EQ
HSS Blocking not required
(4 .6
K /2
.4 K
(5 .2
K /2
.8 K
JOIST GIRDER LOADING DIAGRAM
Per plan for joist spacing
See Joist Girder Schedule for Axial Loads, End Moments and Min. Moment of Inertia
(T L/
LL
(5 .2
K /2
.8 K
(5 .2
K /2
.8 K
(5 .2
K /2
.8 K
(5 .2
K /2
.8 K
(7 .9
K /4
.2 K
(4 .6
K /2
.4 K
(4 .6
K /2
.4 K
(4 .6
K /2
.4 K
(4 .6
K /2
.4 K
(7 .9
K /4
.2 K
(7 .9
K /4
.2 K
(7 .9
K /4
.2 K
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
AR
TM
EN
T O
F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
LE
A D
V
IL
LE
M
IN
E
D R A
IN
A G
E
TU
N N
EL
LE
A D
V
IL
LE
C O
LE
A D
V
IL
LE
M
IN
E
TR
EA
TM
EN
T
PL
A N
T A N
D F
A C
IL
IT
IE
S W
A
TE
R T
R
EA
TM
EN
T
PL
A N
T
Brandon Bowman, P.E.
Brandon Bowman, P.E.
Lisa Orgren, P.E.
Brandon Jackson, P.E.
David Kresin, P.E.
Peer Reviewer - Plant Structures Group
DENVER, CO 2022-09-30
STRUCTURAL STEEL
JOIST GIRDER
SCHEDULE
1335-D-60693
JOIST GIRDER SCHEDULE
JOIST GIRDER: JG1
JOIST GIRDER: JG2
JOIST GIRDER: JG3 JOIST GIRDER: JG4
JOIST GIRDER: JG5
JOIST GIRDER: JG6
JOIST GIRDER: JG7
JOIST GIRDER: JG8
JOIST GIRDER SCHEDULE
End Moments
Wind Moment 1.0W (kip-ft)
Seismic Moment 1.0E (kip-ft)
Floor Live Load Moment (kip-ft)
Dead Load Moment (kip-ft)
Left Right Left Right Left Right Left Right
Axial Loads
Wind Axial Load 1.0W
(kip)
Seismic Axial Load 1.0E
(kip)
Girder Mark
Number Designation (Total Load/Live Load)
JG1
JG2
JG3
JG4
JG5
JG6
JG7
JG8
JG9
JG10
JG11
JG12
(1) Manufacturer to design Joist Girders using ASD. Nominal design loads shown are to be used in the applicable ASD code load combinations
(2) Deflection Criteria: Live Load Deflections L/360
(3) See framing plan for joist spacing along girder
(4) Top chord axial load, Tension or Compression Load
(5) End Moment Sign Convention, Positive moments:
±22.5
JG13
JG14
JG15
JG16
20BG 15N 2.5K/1.3K
20BG 15N 3.6K/1.9K
20BG-See loading diagram 20BG-See loading diagram
20BG 15N 2.5K/1.3K
20BG 15N 3.6K/1.9K
20BG 15N 5.4K/2.9K
20BG-See loading diagram
30.9 44.929.8 41.9±18.9 ±132.7 ±111.7
48.7 73.350.2 73.3
87.6 126.8
7.1 46.2
47.5 27.8
75.9 45.5
116.8 66.4
102.3 87.8
95.3 132.4
4.7 43.0
44.5 26.6
76.1 46.9
121.1 71.7
105.2 94.4
±23.0 ±19.2
±23.8 ±19.9
±24.4 ±20.6
±19.1 ±22.9
±19.9 ±24.0
±20.2 ±24.7
±21.1 ±25.5
±134.0 ±113.1
±135.8 ±114.4
±137.1 ±116.3
±111.7 ±132.7
±113.3 ±134.2
±114.0 ±135.4
±116.4 ±137.1
24BG 15N 3.0K/1.9K
24BG 15N 4.5K/2.9K
24BG 15N 3.0K/1.9K
24BG 15N 4.5K/2.9K
24BG 15N 6.9K/4.4K
24BG-See loading diagram
24BG 15N 6.9K/4.4K
24BG 15N 5.8K/3.7K
29.1 46.3
49.3 73.7
71.6 109.9
48.1 98.7
47.8 27.1
75.3 47.3
110.1 68.5
145.6 97.6
40.7 64.7
70.1 112.2
96.6 176.7
61.5 146.3
66.2 38.8
113.9 68.0
176.8 93.2
184.3 111.0
±10.7 ±8.4
±11.1 ±8.5
±12.5 ±10.3
±18.7 ±13.4
±8.2 ±10.5
±8.7 ±11.1
±9.8 ±11.9
±13.1 ±18.1
±68.1 ±53.0
±71.7 ±53.1
±78.0 ±61.3
±101.2 ±74.7
±53.1 ±68.1
±54.4 ±73.3
±60.4 ±77.1
±75.0 ±101.6
±28.8
±28.8
±20.2
±20.2
±2.6
±2.6
±4.9
±4.9
±1.1
±1.1
±9.5
±9.5
±3.0 ±16.9
±3.0 ±16.9
±9.9±2.4
±9.9±2.4
±3.5±1.6
±3.5±1.6
±6.2±2.9
±6.2±2.9
±10.5±4.9
±10.8±4.9
JOIST GIRDER ADDITIONAL REQUIREMENTS
Girder Mark Number
JG1-JG8
Min. Moment of Inertia IG (in4)
JG9-JG16
Min. Top chord thickness
(in)
Min. Top chord Horiz Leg
(in)
Min. Bot chord thickness
(in)
Min. Bot chord Horiz Leg
(in)
1343.3
2026.6
0.5 4 0.375 3
30.37540.5
15 19
60695
60695
SIM
27'-10 7/8" CLEARSPAN
TYP BLOCKING
BTWN JOISTS
60695
15 19
60695
60695
SIM
27'-10 7/8"CLEARSPAN
TYP BLOCKING
BTWN JOISTS
60695
15 19
60695
60695
SIM
TYP BLOCKING
BTWN JOISTS
60695
27'-10 7/8" CLEARSPAN
15 19
60695
60695
SIM
TYP BLOCKING
BTWN JOISTS
60695
27'-10 7/8" CLEARSPAN
60695
60695
SIM
TYP BLOCKING
BTWN JOISTS
60695
27'-10 7/8"CLEARSPAN
60695
60695
SIM
TYP BLOCKING
BTWN JOISTS
60695
27'-10 7/8" CLEARSPAN
60695
60695
SIM
27'-10 7/8" CLEARSPAN
TYP BLOCKING
BTWN JOISTS
60695
60695
60695
SIM
TYP BLOCKING
BTWN JOISTS
60695
27'-10 7/8" CLEARSPAN
JOIST GIRDER LOADING DIAGRAM
Per plan for joist spacing
See Joist Girder Schedule for Axial Loads, End Moments and Min. Moment of Inertia
(T L/
LL
(5 .8
K /3
.7 K
(8 .9
K /5
.3 K
(5 .8
K /3
.7 K
(5 .8
K /3
.7 K
(5 .8
K /3
.7 K
(5 .8
K /3
.7 K
EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ
(6 .2
K /3
.8 K
(8 .9
K /5
.3 K
(8 .9
K /5
.3 K
(8 .9
K /5
.3 K
(6 .2
K /3
.8 K
(6 .2
K /3
.8 K
(6 .2
K /3
.8 K
(6 .2
K /3
.8 K
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
AR
TM
EN
T O
F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
LE
A D
V
IL
LE
M
IN
E
D R A
IN
A G
E
TU
N N
EL
LE
A D
V
IL
LE
C O
LE
A D
V
IL
LE
M
IN
E
TR
EA
TM
EN
T
PL
A N
T A N
D F
A C
IL
IT
IE
S W
A
TE
R T
R
EA
TM
EN
T
PL
A N
T
Brandon Bowman, P.E.
Brandon Bowman, P.E.
Lisa Orgren, P.E.
Brandon Jackson, P.E.
David Kresin, P.E.
Peer Reviewer - Plant Structures Group
DENVER, CO 2022-09-30
STRUCTURAL STEEL
JOIST GIRDER
SCHEDULE
1335-D-60694
JOIST GIRDER SCHEDULEJOIST GIRDER: JG12
JOIST GIRDER: JG9
JOIST GIRDER: JG10
JOIST GIRDER: JG11
JOIST GIRDER: JG13
JOIST GIRDER: JG14 JOIST GIRDER: JG15 JOIST GIRDER: JG16
1/2
1/2
PL1x10x1'-0"
BOTH ANGLES
5/16 10
5/16 10
1/2
1/2
5/16
5/16
3"
PL1x8x1'-8"
3/8 18
3/8 18
CJP
Bearing Plate, PL5/8x7x0'-10"
Stiffener Plate, PL1x7x0'-6"
WF Column
CL 7/8"ø A325 bolts, 5" gage
Steel Joists not shown for clarity
HSS blocking not shown for clarity, no blocking required where top chord plate occurs
At SIM:
Moment Connection only occurs on one side of WF Column
6"
1/2
1/2
PL1x10x1'-0"
BOTH ANGLES
5/16 10
5/16 10
1/2
1/2
5/16
5/16
PL7/8x8x1'-8"
3/8 18
3/8 18
CJP
Bearing Plate, PL5/8x7x0'-10"
Stiffener Plate, PL1x7x0'-3"
WF Column
CL 7/8" A325
bolts, 5" gage
Steel Joists not shown for clarity
HSS blocking not shown for clarity, no blocking required where top chord plate occurs
At SIM:
Moment Connection only occurs on one side of WF Column
3"
3"
Joist Girder, see schedule
HSS 2 1/2x 2 1/2x1/4 blocking between all steel joists
3/16 2-12
3/16 2-12
Slab-on-deck, reinforcement not shown for clarity
Steel Joist, per plan for size and spacing
B
Joist top chord extension (R-type), typ at each joist
Continuous bent plate, PL1/4x0'-5 1/2" with 1/2" x6" HAS at 2'-0"OC
Joist girder, see schedule
Steel Joists, per plan for size and spacing
HSS blocking, typ.
between joists, See Detail 3 (60695)
3/16 2-12
9 1/2"
#4x3'-0" top bar at 2'-0"OC w/ std hook
(2)#4 cont chord bars, typ at edge of slab
Slab-on-deck, typ. mat reinforcement not shown, see (60683)
GRID
WF Beam, Per plan
Steel Joists, per plan for size and spacing
Continuous bent plate, PL1/4x0'-5 1/2" for connection
4"
HSS blocking, typ.
between joists, See Detail 3 (60695)
See Detail 4 (60695) Slab-on-deck, typ. mat reinforcement not shown, see
Perimeter top bars and chord bars, see See Detail 4 (60695)
(60683) (60685)
Steel Joists, per plan for size and spacing
Continuous bent plate, PL1/4x0'-5 1/2" for connection
Slab-on-deck, typ. mat reinforcement not shown, see
Perimeter top bars and chord bars, see See Detail 4 (60695)
(60683) (60685)
See Detail 4 (60695)
H Continuous bent plate, PL1/4x0'-5 1/2", see for additional detailing
Slab-on-deck, typ. mat reinforcement not shown, see
Perimeter top bars and chord bars, see
GRID
Steel joist, per plan for size and spacing
Joist girder, see schedule
Joist top chord extension (R-type), typ at each joist
Masonry wall
1'-7"1" EJ (Typ.)
HSS blocking, typ.
between joists, See Detail 3 (60695)
See Detail 4 (60695)
(60683) (60685)
See Detail 4 (60695)
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
AR
TM
EN
T O
F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
LE
A D
V
IL
LE
M
IN
E
D R A
IN
A G
E
TU
N N
EL
LE
A D
V
IL
LE
C O
LE
A D
V
IL
LE
M
IN
E
TR
EA
TM
EN
T
PL
A N
T A N
D F
A C
IL
IT
IE
S W
A
TE
R T
R
EA
TM
EN
T
PL
A N
T
Brandon Bowman, P.E.
Brandon Bowman, P.E.
Lisa Orgren, P.E.
Brandon Jackson, P.E.
David Kresin, P.E.
Peer Reviewer - Plant Structures Group
DENVER, CO 2022-09-30
STRUCTURAL STEEL
JOIST GIRDER DETAILS
1335-D-60695
60694 Scale: 1 1/2" = 1'-0"
2 24" DEEP JOIST GIRDER - MOMENT CONNECTION
60693 Scale: 1 1/2" = 1'-0"
1 20" DEEP JOIST GIRDER MOMENT CONNECTION
60693 Scale: 3/4" = 1'-0"
3 HSS BLOCKING AT JOIST GIRDERS
60682 Scale: 3/4" = 1'-0"
4 SLAB EDGE DETAIL
60682 Scale: 3/4" = 1'-0"
5 SLAB EDGE DETAIL
60682 Scale: 3/4" = 1'-0"
6 SLAB EDGE DETAIL
60682 Scale: 3/4" = 1'-0"
7 SLAB EDGE DETAIL
HFDB
JE
(60684)
1'-10" 3'-0"W14x48 @ 3'-6" Max O.C. 3'-0" 1'-8" 3'-6" Max O.C.
W14x48
Office framing see sheet:
10" 3'-3"W14x48 @ 3'-6" Max O.C.
3'-2" 7'-10" 8'-0" 21'-0" 3'-2"
Outline of HVAC Re: Mech. dwgs.
43'-2"
CMU walls see Masonry Sheets: (---)
HFDB
E I
40'-0"
11'-0" 8'-0" 21'-0"
(2)#4 cont.
Slab-on-Deck (5.5" total thickness) See Note 4,5
Reinforce slab with
#4@12" OC S,
centered. See note 4
#4x3'-0"@24"OC
#4x3'-0"@24"OC
(2)#4 cont.
#4x3'-0"@24"OC
8" EOS 2'-2" EOS
4' -6
EO
S 1'
-4
EO
S
3' -2
0"
Office slab-on-deck reinf. see sheet: (60685)
CMU walls see Masonry Sheets: (---)
Outline of HVAC Re: Mech. dwgs.
Bent plate continuous from beyond
Floor decking per plan and notes 4 & 5
Steel beam per plan
CMU wall per plan 1" ± drypack
(2) 3/4" bolts in slotted holes -tack weld bolts to bottom of steel plate and tighten nuts finger tight
Bearing plate w/ 2-layers of 15 pound building paper between beam and plate
Slotted holes each side of beam gage -
(2) 3/4" anchor bolts
(2) #5 X 4'-0" long in 8" deep grouted bond beam centered on beam - bend around corners where necessary
Floor decking per plan
CMU wall per plan
1" ± drypack
PL.1/4x0'-4"Continuous w/ 3/4" anchors @ 48" OCContinuous 8" deep grouted bond beam w/ (2) #5's continuous
Deck edge attachment Bent plate continuous from beyond
Floor decking per plan and notes 4 & 5
CMU wall per plan
1" ± drypack
(2) #5 X 4'-0" long in 8" deep grouted bond beam centered on beam - bend around corners where necessary Steel beam per plan
Floor decking per plan and notes 4 & 5
Steel beam per plan
CMU wall per plan
1" ± drypack
(2) 3/4" anchor bolts
(2) #5 X 4'-0" long in 8" deep grouted bond beam centered on beam - bend around corners where necessary
Steel beam per plan
1" Setback
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DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
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Claire Gemperline
Claire Gemperline
Brandon Jackson, P.E.
Brandon Jackson, P.E.
David Kresin, P.E.
Peer Reviewer - Plant Structures Group
DENVER, CO 2022-09-30
STRUCTURAL STEEL
HVAC PLATFORM -
FRAMING &
SLAB-ON-DECK PLAN
1335-D-60696
Scale: 3/16" = 1'-0"
FRAMING PLAN - HVAC PLATFORM (TO SLAB: EL. 18.0')
Scale: 3/16" = 1'-0"
SLAB-ON-DECK REINFORCING - HVAC PLATFORM (TO SLAB: EL. 18.0')
NOTES
1. For structural design data, see (60589) - (60592).
2. For structural steel general notes and abbreviations, see (60662).
3. For Reinforcement General Notes, see (60629).
4. Floor Construction: 5.5" thick normal weight concrete slab: 4" concrete over 1 1/2"x22Ga (1.5C) non-composite galvanized deck.
Reinforce slab with #4@12" OC each way, centered in slab.
5. Floor deck attachments: 5/8"ø puddle welds in 36/4 pattern at supports, Side Laps - #10 TEK Screws at 12" OC.
A STEEL BEAM CONNECTION TO CMU WALL AT FLOOR DECK
D CONC. ON METAL DECK AT CMU WALL
B CONCRETE ON METAL DECK TO CMU WALL C STEEL BEAM TO CMU WALL AT FLOOR DECK
Masonry wall
L2 1/2x 2 1/2x 1/4 kicker angles at 5'-0"OC max
1/4" shear tab typ at kicker angle connection to beam flange
3/16
3/16
3/16 1" return
3/16
Continuous bent plate, PL1/4x0'-5 1/2", see for additional detailing
See Detail 4 (60695)
Slab-on-deck, typ. mat reinforcement not shown, see
Attachment from masonry to slab edge not allowed
WF Beam
Steel Joist, per plan for size and spacing
4" EJ (Typ.)
Plan
See
(60683)
Perimeter top bars and chord bars, seeSee Detail 4 (60695)At Sim:
CFS wall in lieu of Masonry wall. Attachment from CFS wall to Slab edge not allowed
1" EJ (Typ.)
Steel Joist, per plan for size and spacing
Masonry wall
Do not weld or attach decking to support angle.
2"
5/8"ø expansion anchors with 4" min embed @24"OC max.
Continuous L4x4x5/16 with STD holes @24"OC max.
Locate first and last holes 4" from each end of angle
SDI pour stop
Slab-on-deck, typ. mat reinforcement not shown, see
(60683) (60685)
SDI pour stop
Masonry Wall 1" EJ (Typ.)
Steel Joist
1/
2" Jo is t
S ea t
Bearing Plate at each joist, PL1/2x4x0'-7" with (2)1/2øx6" HSA (4" gage)
Joist bearing pocket to be adequately sized for joist erection, grout solid after installation
Bond Beam w/ (2)#4 continuous directly below bearing
SDI pour stop
Steel joist, per plan for size and spacing
WF Beam, Per Plan
HI
Joist girder, see schedule
HSS blocking, typ.
between joists, See Detail 3 (60695)
Steel joist substitutes, see plan for size and spacing
WF Beam, per plan
Steel stair or prefabricated stair by contractor
Steel joist, see plan for size and spacing
2" 6'-6"Continuous bent plate, PL1/4x0'-5 1/2" for connection
Slab-on-deck, typ. mat reinforcement not shown, see
(60683) (60685)
See Detail 4 (60695) Perimeter top bars and chord bars, seeSee Detail 4 (60695)
Steel Joist substitute, per plan for size and spacingConcrete Wall
1" EJ (Typ.)
Steel angle and attachment to wall, See Detail 5 (60697)
Do not weld or attach decking to support angle.
SDI pour stop
(60683) (60685)
Slab-on-deck, typ. mat reinforcement not shown, see
Concrete Wall
1" EJ (Typ.) See Plan
WF Beam, per plan
Continuous bent plate, PL1/4x0'-5 1/2" for connection See Detail 4 (60695)
Perimeter top bars and chord bars, see Slab-on-deck, typ. mat reinforcement not shown, see (60683)
(60683)
HI
1'-6"
Water Treatment Plant CFS wall
Joist top chord extension (R-type), typ at each joist
HSS blocking, typ.
between joists, See Detail 3 (60695)
Joist girder, see schedule
±1" EJ
Continuous bent plate, PL1/4x0'-5 1/2", see for additional detailing
Slab-on-deck, typ. mat reinforcement not shown, see
Perimeter top bars and chord bars, see
See Detail 4 (60695)
(60683) (60685)
See Detail 4 (60695)
Attachment from CFS wall to slab edge not allowed
9 1/2"
WF Beam
Continuous bent plate, PL1/4x0'-5 1/2", see for additional detailing Slab-on-deck, typ. mat reinforcement not shown, see
Perimeter top bars and chord bars, see
See Detail 4 (60695)
See Detail 4 (60695)
(60685)
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CHECKED
DRAWN
TECH. APPR.
APPROVED
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Brandon Bowman, P.E.
Brandon Bowman, P.E.
Lisa Orgren, P.E.
Brandon Jackson, P.E.
David Kresin, P.E.
Peer Reviewer - Plant Structures Group
DENVER, CO 2022-09-30
STRUCTURAL STEEL
FLOOR FRAMING
DETAILS
1335-D-60697
60682 Scale: 3/4" = 1'-0"
1 SLAB EDGE DETAIL
60682 Scale: 3/4" = 1'-0"
5 SLAB EDGE DETAIL
60682 Scale: 3/4" = 1'-0"
4 JOIST POCKET DETAIL
60682 Scale: 3/4" = 1'-0"
3 SLAB EDGE DETAIL
60682 Scale: 3/4" = 1'-0"
2 FRAMING DETAIL
60682 Scale: 3/4" = 1'-0"
8 SLAB EDGE DETAIL
60682 Scale: 3/4" = 1'-0"
9 SLAB EDGE DETAIL
60682 Scale: 3/4" = 1'-0"
7 SLAB EDGE DETAIL
60684 Scale: 3/4" = 1'-0"
6 SLAB EDGE DETAIL
1'-0 1/2" 1'-0 1/2"
2'-1"
CL. Base Pl.
and W14
9" 9"
1' -6
3 1/2" Plate Washer (Typ.)
5/16
5/16
TYP. T & B Flange 5/16
5/16
Non-shrink grout (Typ.)
1 3/4" Pl.
(4) 1 1/4" Ø Anchor Rod (Double-nut) w/ 2 1/8" Ø Hole in Base Pl.
A 60714
A 60714
1/
2" 1'
-1
1/
2"
2 1/2" 1'-8" 2 1/2"
TYP. @ PL. WASHER
1/4
1/4
W14x145
4 1/2" 6" 4 1/2"
7 1/2" 7 1/2"
1'-3"
1/
2" 6"
1/
2"
1/
2"
1/ 2"
1' -3
CL. Base Pl.
and W12
3 1/2" Plate Washer (Typ.)
Non-shrink grout (Typ.)
5/16
5/16
Typ. T & B Flange 5/16
5/16
B 60714
B 60714
1" Pl.
(4) 1 1/4" Ø Anchor Rod w/ 2 1/8" Ø Hole in Base Pl.
Typ. @ PL. Washer 1/4
1/4
W12x120
CL. Base Pl. and W12
Non-shrink grout (Typ.)
3 1/2" Plate Washer (Typ.)
7 1/2" 7 1/2"
1'-3"
1/
2"
1/ 2"
1' -3
C 60714
C 60714
(4) 1 1/4" Ø Anchor Rod w/ 2 1/8" Ø Hole in Base Pl.
1" Pl.
4 1/2" 6" 4 1/2"
W12x87
5/16
5/16
Typ. T & B Flange 5/16
5/16
Typ. @ PL. Washer 1/4
1/4
1/
2" 6"
1/
2"
8 1/2" 8 1/2"
1'-5"
1/
2"
1/ 2"
1' -5
CL. Base Pl.
and W14
Non-shrink grout (Typ.)
3 1/2" Plate Washer (Typ.)
TYP. T & B Flange
5/16
5/16
5/16
5/16
D 60714
D 60714
TYP. @ PL. WASHER
1/4
1/4
1" Pl.
(4) 1 1/4" Ø Anchor Rod w/ 2 1/8" Ø Hole in Base Pl.
W14x145
5" 7" 5"
5" 7"
5"
4" 4"
8"
1/
4"
1/ 4"
1/
2"
Non-shrink grout (Typ.)
5/16
HSS3x3x5/16
(4) 1/2"Ø Expansion w/ 5/8"Ø Hole in Base Pl.
E 60714
E 60714
1/2" Pl.
1"
1/ 2"
1"
CL. Base Pl. and HSS3x3x5/16
1" 6" 1"
HSS4½x4½x
Non-shrink grout (Typ.)
(4) 1/2" Ø Expansion Anchors w/ 5/8" Ø Hole in Base Pl.
CL. Base Pl. and Col.
10" 5"
5"
5/16
Typ. @ PL. Washer 1/4
1/4
F 60714
F 60714
1/2" Pl.
1 1/2" 7" 1 1/2"
1/
2" 7"
1/
2"
Pr o j ec ti o n
7"
2' -1
Em be dm en t
1' -6
Heavy hex nut (Double-nut)
3 1/2" Plate Washer
1 1/4" F1554 Gr.36 Anchor Rod
Heavy Hex head
3 1/2" Plate Washer (Tack weld to head)
1/2"Pl. with 1 3/8"Ø hole in the center
3 1/2"
1/
2"
6" P ro je ct io n
2' -0
Em be dm en t
1' -6
Heavy hex nut
3 1/2" Plate Washer
1 1/4" F1554 Gr.36 Anchor Rod
Heavy Hex head
3 1/2" Plate Washer (Tack weld to head)
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DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
LE
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D R A
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A D
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Brandon Jackson, P.E.
Claire Gemperline
Lisa Orgren, P.E.
Brandon Jackson, P.E.
David Kresin, P.E.
Peer Reviewer - Plant Structures Group
DENVER, CO 2022-09-30
STRUCTURAL STEEL
CONNECTION DETAILS
1335-D-60698
60663 Scale: 1 1/2" = 1'-0" 1 DETAIL - BP1 60663 Scale: 1 1/2" = 1'-0"
2 DETAIL - BP2
60663 Scale: 1 1/2" = 1'-0"
3 DETAIL - BP3
60663 Scale: 1 1/2" = 1'-0"
4 DETAIL - BP4
60681 Scale: 3" = 1'-0"
5 DETAIL - BP5
60681 Scale: 1 1/2" = 1'-0"
7 DETAIL - BP6
1 1/4" ANCHOR ROD (DOUBLE NUT)
3 1/2" PLATE WASHER
1 1/4" ANCHOR ROD
CL. Base Pl. and W14
W x1
1/ 4"
N on
-s hr in k
Pa d
1 3/4" Pl.
CL. 1 1/4" Anchor Bolts, see (60698)
Ef fe ct iv e Em be dm en t
1' -6
3"
El. 0.00
LEVEL 01
W x1
CL. Base Pl. and W12
1" Pl.
1"
N on
-s hr in k
Pa d
Ef fe ct iv e Em be dm en t
1' -6
CL. 1 1/4" Anchor Bolts, see (60698)
2"
El. 0.00
LEVEL 01
1" Pl.
CL. Base Pl. and W12
W x1
Ef fe ct iv e Em be dm en t
1' -6
CL. 1 1/4" Anchor Bolts, see (60698)
1"
N on
-s hr in k
Pa d
2"
El. 0.00
LEVEL 01
CL. Base Plate and HSS
CL. 1/2" Expansion Anchors, see (60698)
1/2" Pl.
Em be d
6"
1/ 2"
N on
-S hr in k
Pa d
H S S 3X
3X 5/
1"
El. 22.50
LEVEL 03
CL. 1 1/4" Anchor Bolts, see
1"
N on
-s hr in k
Pa d
1" Pl.
Ef fe ct iv e Em be dm en t
1' -6
CL Base Pl. and W12
(60698)
2"
El. 22.50
LEVEL 03
H S S 4½ x4 ½ x
CL. Base Plate and HSS
1/2" Pl.
1/
2" N on -s hr in k Pa d
Em be d
6"
CL. 1/2"Ø Expansion Anchors, see (60698)
1"
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DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
LE
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D R A
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A D
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A D
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A N
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Brandon Jackson, P.E.
Claire Gemperline
Lisa Orgren, P.E.
Brandon Jackson, P.E.
David Kresin, P.E.
Peer Reviewer - Plant Structures Group
DENVER, CO 2022-09-30
STRUCTURAL STEEL
CONNECTION DETAILS
1335-D-60714
60698 Scale: 1 1/2" = 1'-0"
A SECTION - BP1
60698 Scale: 1 1/2" = 1'-0"
B SECTION - BP2
60698 Scale: 1 1/2" = 1'-0"
D SECTION - BP4
60698 Scale: 1 1/2" = 1'-0"
E SECTION - BP5
60698 Scale: 1 1/2" = 1'-0"
C SECTION - BP3
60698 Scale: 1 1/2" = 1'-0"
F SECTION - BP6
4 1 /4"
3 1 /2"
4 1 /4"
A
B
C
D
E
1 1/2"
3 1/2"
CL. 7/8"Ø Bolts
90°
WP
CL. 2MC8
2M C8x18.7
5/16
5/16
CL. WF Col.
CB Pl.
W F
C ol
P er P la n
Vertical Brace Connection, where occurs, SIM to opposite side
(60715)
6 1/2"
"B
S ee
S ch ed ul e
W F
C ol
P er P la n
(T yp
CL. WF Col.
WP
HS
S4
½ x4
½ x
7" m in
5/16
5/16
CL. HSS
Erection bolt at contractors option
HSS brace slotted at gusset, typ.
5/16
5/16
CB-H Pl.
"B
S ee
S ch ed ul e
A
B
C
D
E 90°
D
C
B
D
C
B
A
A
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DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
LE
A D
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LE
M
IN
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D R A
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A G
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TU
N N
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LE
A D
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LE
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A D
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LE
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PL
A N
T A N
D F
A C
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IT
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S W
A
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R T
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PL
A N
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Brandon Jackson, P.E.
Claire Gemperline
Lisa Orgren, P.E.
Brandon Jackson, P.E.
David Kresin, P.E.
Peer Reviewer - Plant Structures Group
DENVER, CO 2022-09-30
STRUCTURAL STEEL
CONNECTION DETAILS
1335-D-60715
GUSSET TYPE CB
60672 Scale: 1 1/2" = 1'-0"
1 DETAIL
60690 Scale: 1 1/2" = 1'-0"
2 DETAIL
PLATE SCHEDULE
Mark No.
Gusset Type
No.
Req'd
Thickness A B C D E
CB1 CB 4 3/4" 9" 1'-5" 8 13/16" 1'-0" 11 5/8"
CB2 CB 4 3/4" 9" 1'-10" 7 3/4" 1'-0" 1'-5 3/8"
CB3 CB 4 3/4" 7" 1'-9" 7 7/16" 1'-0" 1'-5 1/4"
CB4 CB 2 3/4" 7" 1'-7" 8 7/8" 1'-0" 1'-3 5/16"
CB5 CB 4 3/4" 7" 1'-9" 6 11/16" 1'-0" 1'-5 1/4"
CB6 CB 2 3/4" 7" 1'-6" 1'-0 15/16" 1'-0" 1'-3 13/16"
CB7 CB 2 3/4" 7" 1'-7" 8 11/16" 1'-0" 1'-3 5/16"
Note: Ref. to framing elevations for Mark No. locations.
PLATE SCHEDULE
Mark No.
Gusset Type
No.
Req'd
Thickness A B C D E
CB8 CB-H 2 1/2" 7" 1'-3" 8 1/4" 6 1/2" 1'-0 3/8"
CB9 CB-H 1 1/2" 7" 1'-0" 1'-1 7/8" 6 1/2" 1'-0"
CB10 CB-H 1 1/2" 7" 1'-1" 10 1/8" 6 1/2" 10 7/8"
Note: Ref. to framing elevations for Mark No. locations.
GUSSET TYPE CB-H
FP1 (60777)
WP
CL. W12
SP4 (60777)
A 0.221" EFFECTIVE
THROAT IS REQ'D
1/2" Stiffener Pl. each side
3- Sided 5/16
5/16
CL. W27
and Pl.
W27x114
W27x114
W x8
1' -6
/8
Frame Connection, where occurs, SIM to opposite side
El. Varies
TO COLUMN
5/16
5/16
4"
3"
TO COLUMN
El. 27.67
WP
CL. W12/W14
CL. W24
and Pl.
FP1 (60777)
SP4 (60777)
5/16
5/16
A 0.221" EFFECTIVE
THROAT IS REQ'D
W x1
W24x131
W x1
1' -4
/8
4"
3"
WP
CL. W12
FP2 (60777)
CL. W24
A 0.221" EFFECTIVE
THROAT IS REQ'D
TYP T & B Flange 5/16
5/16
W x1
CL. W24
SP6 (60777)
TYP
5/16
5/16
TYP @ Column Flange 5/16
5/16
TO COLUMN
El. 37.17
1' -2
/8
3"
1" Setback (Typ.)
10"
CL. W12
FP1 (60777)
A 0.221" EFFECTIVE
THROAT IS REQ'D
Typ.
5/16
5/16
1/2" Stiffener Pl. each side
3- Sided 5/16
5/16
CL. W18
and Pl.
W18x76 W18x76
CL. W18
and Pl.
SP3 (60777)
W x1
3"
1"Setback (Typ.)
TO COLUMN
El. Varies
3/
8"
4"
WP
CL. W12
5/16
5/16
A 0.221" EFFECTIVE
THROAT IS REQ'D
FP1 (60777)
W18x76
WPCL. W18
and Pl.
1/2" Stiffener Pl.
each side
TO COLUMN
El. Varies
SP3 (60777)
W x1
3- Sided 5/16
5/16
4"
1' -3
/8
W x8
3"
1"Setback
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
AR
TM
EN
T O
F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
LE
A D
V
IL
LE
M
IN
E
D R A
IN
A G
E
TU
N N
EL
LE
A D
V
IL
LE
C O
LE
A D
V
IL
LE
M
IN
E
TR
EA
TM
EN
T
PL
A N
T A N
D F
A C
IL
IT
IE
S W
A
TE
R T
R
EA
TM
EN
T
PL
A N
T
Brandon Bowman, P.E.
Claire Gemperline
Lisa Orgren, P.E.
Brandon Jackson, P.E.
David Kresin, P.E.
Peer Reviewer - Plant Structures Group
DENVER, CO 2022-09-30
STRUCTURAL STEEL
CONNECTION DETAILS
1335-D-60717
60677 Scale: 1 1/2" = 1'-0"
1 DETAIL
60675 Scale: 1 1/2" = 1'-0"
2 DETAIL
60675 Scale: 1 1/2" = 1'-0"
4 DETAIL
60688 Scale: 1 1/2" = 1'-0"
5 DETAIL
60688 Scale: 1 1/2" = 1'-0"
3 DETAIL
CL. W18
WP
5/16
5/16
CL. W16
and Pl.
W16x67
1/2" Stiffener Pl.
SP3 (60777)
3"
1" Setback W18x76
5/16
5/16
WP
CL. WF Beam and Pl.
W F
C ol
P er P la n
WF Beam, Per Plan
3"
1"Setback
SP5 (60777)
CL. WF Col.
SP5 (60777)
W F
C ol
P er P la nWF Beam, Per Plan WF Beam, Per Plan
TYP
5/16
5/16
WP CL. WF Beam and Pl.
CL. WF Beam and Pl.
3"
1"Setback
CL. WF Col.
W18x46 W18x46
WF Beam, Per Plan
CL. W18, WF
Beam, and Pl.
CL. W18, WF
Beam, and Pl.
CL. WF Beam
SP3 (60777)
TYP
5/16
5/16
3"
1"Setback (Typ.)
W18x76
W16x67W16x67
SP3 (60777)
CL. W18
CL. W16
and Pl.
CL. W16
and Pl.
TYP
5/16
5/16
Cope as req'd (Typ.)
3"
1"Setback (Typ.)
WP
CL. W14
CL. WF Beam and Pl.
SP4 (60777)
5/16
5/16
WF Beam, Per Plan
W x1
3"
CL. WF Beam
WF Beam, Per Plan
W18x46
1" Setback
5/16
5/16
SP3 (60777)
WP
CL. W18, WF
Beam, and Pl.
3"
W18x76
1/2" Pl.
CP2 (60777)5/16
H S S 4½ x4 ½ x
3- Sided 5/16
5/16
WP
CL. W18 Stiffener Pl. each side, extend to edge of flange.
CL. HSS
3- Sided 5/16
5/16
W8x28
CL. W8, WF
Beam and Pl.
CL. WF Beam
WP
3"
1" Setback (Typ.)
SP8 (60777)
WF Beam, Per Plan
W8x28
CL. W8, WF
Beam and Pl.
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
AR
TM
EN
T O
F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
LE
A D
V
IL
LE
M
IN
E
D R A
IN
A G
E
TU
N N
EL
LE
A D
V
IL
LE
C O
LE
A D
V
IL
LE
M
IN
E
TR
EA
TM
EN
T
PL
A N
T A N
D F
A C
IL
IT
IE
S W
A
TE
R T
R
EA
TM
EN
T
PL
A N
T
Brandon Bowman, P.E.
Claire Gemperline
Lisa Orgren, P.E.
Brandon Jackson, P.E.
David Kresin, P.E.
Peer Reviewer - Plant Structures Group
DENVER, CO 2022-09-30
STRUCTURAL STEEL
CONNECTION DETAILS
1335-D-60757
60686 Scale: 1 1/2" = 1'-0"
9 DETAIL
60672 Scale: 1 1/2" = 1'-0"
1 DETAIL
60672 Scale: 1 1/2" = 1'-0"
2 DETAIL
60677 Scale: 1 1/2" = 1'-0"
5 DETAIL
60686 Scale: 1 1/2" = 1'-0"
8 DETAIL
60676 Scale: 1 1/2" = 1'-0"
3 DETAIL
60676 Scale: 1 1/2" = 1'-0"
6 DETAIL
60690 Scale: 1 1/2" = 1'-0"
7 CP2 - DETAIL
60669 Scale: 1 1/2" = 1'-0"
4 DETAIL
SP2 (60777)
5/16
5/16
CL. WF Beam
WP
1" S et ba ck
W x1
1/2" Stiffener Pl.
3- Sided 5/16
5/16
See Detail 4 (60757)
W8x28
(3) 7/8"Ø bolts.
Provide LSL holes in WF Column
CL. WF Col. and W10
W10x54
W8x28
W x1
A 60766
A 60766
CL. W12
5/16
5/16
L4x3x3/8
(2) 7/8"Ø bolts.
Provide LSL Holes in W8 Beam
W8x28
CL. W8
WP
3/
4"
Max
6"
1"Setback
M ax
CL. WF Col.
WF Col., Per Plan
3/ 8"
C L.
L
1/
4"
1/ 2"
1/
4"
5"
L4x4x3/8
2 1/2"
4"
4"
CL. 7/8" Ø Bolts
CL. 7/8" Ø Bolts
CL. WF Col. and W24
WP
SP2 (60777)
5/16
5/16
CL. WF Beam
W x1
1" S et ba ck
1/2" Stiffener Pl.
W18x46
SeeSee Detail 6 (60757)
(3) 7/8"Ø bolts.
Provide LSL holes in WF Column
W24x131
3- Sided 5/16
5/16
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
AR
TM
EN
T O
F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
LE
A D
V
IL
LE
M
IN
E
D R A
IN
A G
E
TU
N N
EL
LE
A D
V
IL
LE
C O
LE
A D
V
IL
LE
M
IN
E
TR
EA
TM
EN
T
PL
A N
T A N
D F
A C
IL
IT
IE
S W
A
TE
R T
R
EA
TM
EN
T
PL
A N
T
Brandon Bowman, P.E.
Claire Gemperline
Lisa Orgren, P.E.
Brandon Jackson, P.E.
David Kresin, P.E.
Peer Reviewer - Plant Structures Group
DENVER, CO 2022-09-30
STRUCTURAL STEEL
CONNECTION DETAILS
1335-D-60766
60669 Scale: 1 1/2" = 1'-0"
2 DETAIL
60692 Scale: 1 1/2" = 1'-0"
1 DETAIL
Scale: 1 1/2" = 1'-0"A DETAIL L4x4x3/8
60675 Scale: 1 1/2" = 1'-0"
3" 2"
5"
1/
2" 3"
3" 3"
3"
1/ 2"
1' -3
CL. 7/8" Ø Bolts
1/2" Pl.
1'-3"
3/4" Pl.
4" 3" 3" 3" 2"
2" 6"
2"
CL. 7/8" Ø Bolts
3" 2"
5"
1/
2" 3"
3" 3"
1/
2"
1' -0
1/2" Pl.
CL. 7/8" Ø Bolts
1/2" Pl.
CL. 7/8"Ø Bolts
"L" See Schedule
1/
2" 3"
1/
2"
6"
S ee
S ch ed ul e
"W
See Schedule
"a" 5"
3" 3" 2"
Chamfer as req'd (Typ.)
±5 13/16" 3"
10 13/16"
1/
2" 3"
3" 3"
3"
1/ 2" ±
9/
1' -3
1/
8"
CL. 7/8"Ø Bolts
1/2" Pl.
2'
-2
1/
Fi t to
W
.0
4°
.0 4°
8 13/16" 2"
3" 2"
5"
1/
2" 3"
3"
1/ 2"
9"
1/2" Pl.
CL. 7/8" Ø Bolts 3" 2"
5"
1/ 2"
3"
1/ 2"
6"
1/2" Pl.
CL. 7/8" Ø Bolts
"L" See Schedule
1/
2" 3"
3"
1/ 2"
9"
See Schedule
"a" 3" 2"
CL. 7/8" Ø Bolts
3/4" Pl.
"L" See Schedule
1/
2" 3"
3"
1/ 2"
9"
See Schedule
"a" 3" 2"
CL. 7/8" Ø Bolts
1/2" Pl.
1'-9"
3/4" Pl.
10" 3" 3" 3" 2"
7/
6"
7/
CL. 7/8" Ø Bolts
Fi t to W
/8
Chamfer as req'd (Typ.)
1/2" Pl.
CL. 7/8"Ø Bolts
Fi t to W
1'
-0
/8
1/
4" 8"
1/
4"
1/
2" 5"
1/
2"
±1'-0 3/8"
Fit to W14
±7 3/8" 5"
3" 2"
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
AR
TM
EN
T O
F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
LE
A D
V
IL
LE
M
IN
E
D R A
IN
A G
E
TU
N N
EL
LE
A D
V
IL
LE
C O
LE
A D
V
IL
LE
M
IN
E
TR
EA
TM
EN
T
PL
A N
T A N
D F
A C
IL
IT
IE
S W
A
TE
R T
R
EA
TM
EN
T
PL
A N
T
Brandon Bowman, P.E.
Claire Gemperline
Lisa Orgren, P.E.
Brandon Jackson, P.E.
David Kresin, P.E.
Peer Reviewer - Plant Structures Group
DENVER, CO 2022-09-30
STRUCTURAL STEEL
CONNECTION DETAILS
1335-D-60777
SP4 - SHEAR PLATE
FP1 - FLANGE PLATE
SP3 - SHEAR PLATE
SP8 - SHEAR PLATE
SP7 - SHEAR PLATE
SP2 - SHEAR PLATESP1 - SHEAR PLATE
SP6 - SHEAR PLATESP5 - SHEAR PLATE
FP2 - FLANGE PLATE
PLATE SCHEDULE - SHEAR PLATE EXTENDED
Mark No.
No.
Req'd Column Thickness W L a
SP5 90 W12 1/2" 9" 1'-1 13/16" 8 13/16"
SP5 112 W14 1/2" 9" 1'-3 7/16" 10 7/16"
SP6 46 W12 3/4" 9" 1'-1 13/16" 8 13/16"
SP6 70 W14 3/4" 9" 1'-3 7/16" 10 7/16"
SP8 8 W8 1/2" 7 1/8" 11 1/8" 6 1/8"
SP8 152 W10 1/2" 8 7/8" 1'-0 13/16" 7 13/16"
PLATE SCHEDULE - FLANGE PLATE
Mark No.
No.
Req'd Thickness W L
FP1 130 3/4" 10" 1'-3"
FP2 8 3/4" 10 7/8" 1'-9"
FP3 36 1/2" 12 7/16" 1'-0 5/8"
PLATE SCHEDULE - STANDARD SHEAR PLATE
Mark No.
No.
Req'd Column Thickness W L a
SP1 4 1/2" 5" 6" 3"
SP2 10 1/2" 5" 9" 3"
SP3 102 1/2" 5" 1'-0" 3"
SP4 52 1/2" 5" 1'-3" 3"
SP7 4 1/2" 10 13/16" 2'-2 11/16" 8 13/16"
FP3 - FLANGE PLATE
J
TO COLUMN
El. 47.33
B 60796
W x1
W10x54
2MC8x18.7
WP
GP2
GP1
5/16
5/16
3/
4"
2"
S ee
S ch ed ul e
"A
/8
1" E xt en si on
1' -1
3/
8"
6 1/2"
Back-to-back channel connection to gusset Pl.
shall provide Class A faying surface, per AISC J3.8
3/4" Pl.
5/16
5/16
Typ. T & B Flange 5/16
5/16
11"
W10x54
/8
4" 4"
3/
8" 3"
3" 2"
CL. 7/8"Ø Bolts
5 1/2" 5 1/2"
2 1/2" 6" 2 1/2"
W x1
CL. W14, W10 and Pl.
1' -1
3/
8"
U
TO COLUMN
El. 55.33
A 60796
WP
W x1
2MC8x18.7
W10x54
5/16
5/16
GP10
3/
4"
1' -1
3/
8"
1" E xt en si on
/8
S ee
S ch ed ul e
"A
1"
6 1/2"Back-to-back channel connection to gusset Pl.
shall provide Class A faying surface, per AISC J3.8
/8
1' -0
4" 4"
3/
8" 3"
3" 2"
11"
W x1
5 1/2"5 1/2"
2 1/2"6"2 1/2"
CL. W14, W10 and Pl.
CL. 7/8"Ø Bolts
5/16
5/16
Typ. T & B Flange 5/16
5/16
3/4" Pl.
W10x54
1' -1
3/
8"
11"
1' -0
5 1/2"5 1/2"
2 1/2"6"2 1/2"
W x1
5/16
5/16
Typ. T & B Flange 5/16
5/16
CL. W14, W10 and Pl.
6" 6"
4" 4"
4"
CL. 7/8"Ø Bolts
CL. W10 and Pl.
W10x54
3/4" Pl.
CL
WP
W10x54
2M C8 x1 8.
2M C
8x
.7
2MC8x18.7
"A", See Schedule
CL. W10
CL. 2MC8
CL. 2MC8
5/16
5/16
1/
2"
6 1/2"
1/
2"
CL. 2MC8
Back-to-back channel connection to gusset Pl.
shall provide Class A faying surface, per AISC J3.8
W10x54
2M C8x
.7
2M C
8x
.7
1/
2"
6 1 /2"
WP CL. W10
CL. 2MC8
CL. 2MC8
5/16
5/16
"A", See Schedule
Back-to-back channel connection to gusset Pl.
shall provide Class A faying surface, per AISC J3.8
W10x54
2M C8x
.7
2M C
8x
.7
1/ 2"
6 1 /2"
5/16
5/16
WP
CL. W10
CL. 2MC8
CL. 2MC8
"A", See Schedule
Back-to-back channel connection to gusset Pl.
shall provide Class A faying surface, per AISC J3.8
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
AR
TM
EN
T O
F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
LE
A D
V
IL
LE
M
IN
E
D R A
IN
A G
E
TU
N N
EL
LE
A D
V
IL
LE
C O
LE
A D
V
IL
LE
M
IN
E
TR
EA
TM
EN
T
PL
A N
T A N
D F
A C
IL
IT
IE
S W
A
TE
R T
R
EA
TM
EN
T
PL
A N
T
Brandon Jackson, P.E.
Brandon Jackson, P.E.
Lisa Orgren, P.E.
Brandon Jackson, P.E.
David Kresin, P.E.
Peer Reviewer - Plant Structures Group
DENVER, CO 2022-09-30
STRUCTURAL STEEL
CONNECTION DETAILS
1335-D-60796
60680 Scale: 1 1/2" = 1'-0"
3 DETAIL
60796 Scale: 1 1/2" = 1'-0"
B DETAIL
60680 Scale: 1 1/2" = 1'-0"
1 DETAIL
60796 Scale: 1 1/2" = 1'-0"
A DETAIL
60680 Scale: 1 1/2" = 1'-0"
2 DETAIL
60680 Scale: 1 1/2" = 1'-0"
4 DETAIL
60680 Scale: 1 1/2" = 1'-0" 5 Main Truss - GP Bottom Chord - DETAIL
60680 Scale: 1 1/2" = 1'-0"
6 DETAIL
E
A
B
C
4 1/4"
3 1/2"
4 1/4"
D
90°
3 1/2"
1 1/2"
CL. 7
/8"Ø Bolts
A
B
1/
4"
1/
2"
1/
4"
C
D
4 1/4"
3 1/2"
4 1/4"
E
3 1/2"
F
CL
. 7
/8 "Ø
B olt s
1/
2"
1/
2"
CL. 7/8"Ø Bolts
3 1/2"
1 1/2"
CL. 7/8"Ø Bolts
1/
2"
1/ 2"
90° 90
1" 1"
BA
E
D
C
6 3/4" 3 1/2" 6 3/4"
1/
2"
1/ 2"
CL. 7/8"Ø Bolts
A
C
D
1 1 /2"
3 1 /2"
3 1/2"
B
1/
2"
1/ 2"
CL. 7/8"Ø Bolts
E
CL.
7/8
"Ø Bolt s
4 1/4"
3 1/2"
4 1/4"
90° 90
A
B
E
D
C
1 1/2"
3 1/2"
1/
2"
1/ 2"
3 1/2"
CL. 7/8"Ø Bolts
CL. 7
/8"Ø Bolts
4 1/4"
3 1/2"
4 1/4"
1/
2"
1/ 2"
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
AR
TM
EN
T O
F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
LE
A D
V
IL
LE
M
IN
E
D R A
IN
A G
E
TU
N N
EL
LE
A D
V
IL
LE
C O
LE
A D
V
IL
LE
M
IN
E
TR
EA
TM
EN
T
PL
A N
T A N
D F
A C
IL
IT
IE
S W
A
TE
R T
R
EA
TM
EN
T
PL
A N
T
Brandon Jackson, P.E.
Brandon Jackson, P.E.
Lisa Orgren, P.E.
Brandon Jackson, P.E.
David Kresin, P.E.
Peer Reviewer - Plant Structures Group
DENVER, CO 2022-09-30
STRUCTURAL STEEL
CONNECTION DETAILS
1335-D-60797
PLATE SCHEDULE
Mark No.
Gusset Type
No.
Req'd
Thickness A B C D E F
GP1 BCF 10 3/4" 9" 1'-0 13/16" 1'-0" 7" 1'-4 1/8"
GP2 KN 30 3/4" 3'-4" 1'-2" 2'-10 5/8" 1'-0" 3'-0 1/4"
GP3 KN 20 3/4" 2'-7" 7 5/8" 1'-11 7/8" 1'-0" 4 5/16"
GP4 KN 20 3/4" 2'-4" 9 1/2" 1'-7 1/4" 1'-0" 6 9/16"
GP5 KN 20 3/4" 2'-8 5/8" 1'-2" 2'-1 7/16" 1'-0" 4 3/8"
GP6 KN 20 3/4" 2'-2" 9 11/16" 1'-4 3/16" 1'-0" 7 7/16"
GP7 KT 10 3/4" 3'-2 1/8" 5 1/2" 1'-0" 1'-9 1/8" 1'-0" 5 1/2"
GP8 T 10 3/4" 10" 10" 10 7/16" 1'-5" 10 7/16"
GP9 KN 10 3/4" 2'-9 1/2" 14'-0" 2'-2 9/16" 1'-0" 4 3/16"
GP10 BCF 10 3/4" 11" 11 11/16" 1'-0" 11 1/16" 1'-2 3/4"
GUSSET TYPE BCF
GUSSET TYPE KT
GUSSET TYPE T
GUSSET TYPE KN
Note: Ref. to framing elevation for Mark No. locations.
WT5x22.5 WT5 x2
2.5
WT5x22.5WT5 x2
2.5
W F
B ea m
Pe r
Pl an
W F
B ea m
Pe r
Pl an
WF Beam, Per Plan
NS Flange not shown (Typ.)
1 1 /2
" M in.
1 1/2" Min.
1" S et ba ck
Ty p.
WP
CL. WF Beam
CL. WT5
CL. WT5
Roof bracing, where occurs, SIM to opposite side
1"Setback
1"Setback
"A
S ee
S ch ed ul e "A
S ee
S ch ed ul e
Va rie s
Varies
HB Pl. (Typ.) (60800)
3"
1 1/2"
60798
60798
3"
1 1 /2
L4x3x3/8 (Typ.)
60798
See Detail 4 (60757)
WT5
x2
2.5
WT5x22.5
6"
6"
HB Pl.
WP
W F
B ea m
Pe r
Pl an
"A
S ee
S ch ed ul e
5/16
5/16
CL. WT5
CL. WT5
(60800)
Roof bracing, where occurs, SIM to opposite side
WT5x22.5WT5x22.5
CL. WF Beam
WF Beam, Per Plan WF Beam, Per Plan
HB Pl. (60800) HB Pl.(60800)
1/
2"
CL. 7/8"Ø Bolts L4x3x3/8 (Typ.)
CL. 7/8"Ø Bolts
4"
2 1/2"
4"
2 1/2"
See Detail 4 (60757)
WF Beam, Per Plan
WT5x22.5
WT5x22.5
WF Beam, Per Plan
HB Pl. (Typ.)
1/
2" 3"
1/
2"
6"
L4x3x3/8
2 1/2"
4"
3"
1/
2"CL. 7/8" Ø Bolts
CL. 7/8" Ø Bolts
1/
2" 3"
3"
1/ 2"
9"
L4x3x3/8
2 1/2"
4"
3"
1/
2"CL. 7/8" Ø Bolts
CL. 7/8" Ø Bolts
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
AR
TM
EN
T O
F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
LE
A D
V
IL
LE
M
IN
E
D R A
IN
A G
E
TU
N N
EL
LE
A D
V
IL
LE
C O
LE
A D
V
IL
LE
M
IN
E
TR
EA
TM
EN
T
PL
A N
T A N
D F
A C
IL
IT
IE
S W
A
TE
R T
R
EA
TM
EN
T
PL
A N
T
Brandon Bowman, P.E.
Brandon Jackson, P.E.
Lisa Orgren, P.E.
Brandon Jackson, P.E.
David Kresin, P.E.
Peer Reviewer - Plant Structures Group
DENVER, CO 2022-09-30
STRUCTURAL STEEL
CONNECTION DETAILS
1335-D-60798
60669 Scale: 1 1/2" = 1'-0"
1 DETAIL
60669 Scale: 1 1/2" = 1'-0"
2 DETAIL
60798 Scale: 1 1/2" = 1'-0"
3 DETAIL
HORIZONTAL BRACING ISOMETRIC
Scale: 3" = 1'-0" L4x3x3/8 - 2 BOLT
Scale: 3" = 1'-0" L4x3x3/8 - 3 BOLT
60799
1" Setback (Typ.)
WP
HB Pl. (60800)
Min . 1 1/
2"
CL. WF Beam
C L.
W F
B ea m
Pe r
Pl an
W T5 x2 2.
CL. WT5
3"
1/
2"
WT5x22.5
WP
WF Beam, Per Plan
W F
B ea m
Pe r
Pl an
WF Column, Per Plan
CL. WT5
"A
S ee
S ch ed ul e
Va rie s
CL. WF Beam
NS Flange not shown (Typ.)
HB Pl.
1" Setback (Typ.)
A 60799
(60800)
B 60799
1 1/2" Min.
1 1/2"
3"
1" Setback
HB Pl.(60800)
L4x3x3/8, See(60798)
1/
2"
2 1/2"
4"
CL. 7/8"Ø Bolts
CL. 7/8"Ø Bolts
WT5x22.5
WF Beam, Per Plan
1" Setback
1 1/2"
WP
HB Pl. (Typ.) (60800) WF Beam, Per Plan
V ar ie s
R9 /1
6"
1/
4"
3 3/8"
CL. 7/8"Ø Bolts
CL. 7/8"Ø Bolts
1/
2" 3"
1/
2"
6"
CL. 7/8"Ø Bolts
3/8" Pl.
1 1/2"
1/
2"
3/8" Pl.
1 1/2"
1/
2" 3"
3"
1/ 2"
9"
1 1/2"
CL. 7/8"Ø Bolts
R9 /1
6"
1/
4"
3 3/8"
CL. 7/8"Ø Bolts
CL. 7/8"Ø Bolts
1 1/2"
1/
2"
B 60799
A 60799
WP
1 1/2" Min.
HB Pl.
3"
1 1/2"
WF Beam, Per Plan
W F
B ea m
Pe r
Pl an
CL. WF Beam
W T5x22.5
CL. WT5
Va rie s
"A
S ee
S ch ed ul e
1" Setback, (Typ.)
CL. WF Beam
(60800)
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
AR
TM
EN
T O
F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
LE
A D
V
IL
LE
M
IN
E
D R A
IN
A G
E
TU
N N
EL
LE
A D
V
IL
LE
C O
LE
A D
V
IL
LE
M
IN
E
TR
EA
TM
EN
T
PL
A N
T A N
D F
A C
IL
IT
IE
S W
A
TE
R T
R
EA
TM
EN
T
PL
A N
T
Brandon Bowman, P.E.
Brandon Bowman, P.E.
Lisa Orgren, P.E.
Brandon Jackson, P.E.
David Kresin, P.E.
Peer Reviewer - Plant Structures Group
DENVER, CO 2022-09-30
STRUCTURAL STEEL
CONNECTION DETAILS
1335-D-60799
60687 Scale: 1 1/2" = 1'-0"
2 DETAIL
60687 Scale: 1 1/2" = 1'-0"
3 DETAIL
Scale: 3" = 1'-0"A DETAIL Scale: 3" = 1'-0"B DETAIL 3/8" BENT PLATE
60671 Scale: 1 1/2" = 1'-0"
1 DETAIL
B
C
5 1 /2
3"
A
1/
2" M in
3" 3"
3" 3"
D
1/
2" M in
1 1/2"
1/
2"
CL. 7/8" Ø Bolts
CL. 7/8" Ø BoltsCL. WT5
1/2" Pl.
A
BF
D
E
EQ
EQ 5 1/2"
C
EQ
EQ
1/
2"
1/
2"
CL
. 7
/8 "Ø
B olt s
1/
2"
1 1/2"
3 1/2"CL. 7/8"Ø Bolts
3"
B
A
D
C3"
CL. WT5
1/
2"
1 1/2" Min.
1/
2" M in
1/
2"
CL. 7/8" Ø Bolts
1 1/2"
CL. 7/8" Ø Bolts
1/2" Pl.
D
C
B
D
C
B
A
A
SA
FE
TY
AL
W
AY
S
TH
IN
K
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
AR
TM
EN
T O
F
TH
E
IN
TE
R
IO
R
DESIGNED
CHECKED
DRAWN
TECH. APPR.
APPROVED
LE
A D
V
IL
LE
M
IN
E
D R A
IN
A G
E
TU
N N
EL
LE
A D
V
IL
LE
C O
LE
A D
V
IL
LE
M
IN
E
TR
EA
TM
EN
T
PL
A N
T A N
D F
A C
IL
IT
IE
S W
A
TE
R T
R
EA
TM
EN
T
PL
A N
T
Brandon Bowman, P.E.
Brandon Bowman, P.E.
Lisa Orgren, P.E.
Brandon Jackson, P.E.
David Kresin, P.E.
Peer Reviewer - Plant Structures Group
DENVER, CO 2022-09-30
STRUCTURAL STEEL
CONNECTION DETAILS
1335-D-60800
PLATE SCHEDULE
Gusset Type
Mark No.
No.
Req'd
Thickness A B C D E F
CVR HB1 16 1/2" 2'-4" 8" 10 1/4" 1'-0 1/4" 10 1/4" 8"
CVR HB2 2 1/2" 2'-8" 5 1/2" 11 1/4" 1'-5 3/8" 11 1/4" 5 1/2"
CVR HB3 6 1/2" 2'-4" 8" 1'-0 1/8" 7 3/4" 1'-0 1/8" 8"
CVR HB4 2 1/2" 2'-8" 4 3/8" 10" 1'-8 7/8" 10" 4 3/8"
CVR HB5 12 1/2" 2'-4" 7" 10'-0 5/8" 1'-0 1/4" 10 5/8" 7"
CVR HB6 4 1/2" 2'-4" 5 1/2" 1'-1 3/4" 4 3/4" 1'-1 3/4" 5 1/2"
CVR HB7 4 1/2" 2'-4" 8" 1'-0" 8" 1'-0" 8"
CVR HB8 4 1/2" 2'-4" 8" 10 3/8" 1'-0" 10 3/8" 8"
CVR HB9 8 1/2" 2'-4" 6" 11 1/4" 11 1/2" 11 1/4" 6"
CVR HB10 1 1/2" 2'-8" 5 1/2" 10 1/2" 1'-6 7/8" 10 1/2" 5 1/2"
CVR HB11 1 1/2" 2'-4" 5 1/2" 9 7/8" 1'-3" 9 7/8" 5 1/2"
CVR HB12 1 1/2" 2'-8" 4 5/8" 10 1/4" 1'-8" 10 1/4" 4 5/8"
CVR HB13 1 1/2" 2'-4" 6" 10 1/2" 1'-1" 10 1/2" 6'-0"
WG HB14 84 1/2" 2'-0" 1'-0" 10" 1'-7" 0" 0"
WG HB15 16 1/2" 1'-5" 1'-2" 11" 1'-8" 0" 0"
WG HB16 16 1/2" 1'-5" 1'-0" 1'-0" 1'-5" 0" 0"
WG HB17 4 1/2" 1'-5" 10" 10" 1'-5" 0" 0"
WG HB18 4 1/2" 2'-2" 11" 11" 2'-2"
WG-O HB20 7 1/2" 1'-11" 9" 11" 1'-11" 0" 0"
WG-O HB21 20 1/2" 1'-4" 11" 11" 1'-4" 0" 0"
GUSSET TYPE WGGUSSET TYPE CVR
WG-O
Note: Ref. to framing plan for Mark No. locations.
Vertical Braced Frame Connection, where occurs, SIM to opposite side
W12x40
W F
C ol
P er P la n
2MC8x18.7
W12x40
2M C8 x1 8.
CL. 2MC8
CL. W12
and Pl.
5/16
5/16
WP
CL. WF Col.
6" Va rie s
3"(Typ.)
1"Setback (Typ.)
"A", See Schedule
TYP
5/16
5/16
SP6 (60777)
6 1/2"
VB Pl. (60808)
Back-to-back channel connection to gusset Pl. shall provide Class A faying surface, per AISC J3.8
W12x40
2M C8 x1 8.
7 2MC8x18.7
CL. 2MC8
CL. W12
5/16
5/16
WP
Varies Va rie s
(60808)
CL. 2MC8
1/
2" 6 1/2"
"A", See Schedule
VB Pl.
Back-to-back channel connection to gusset Pl. shall provide Class A faying surface, per AISC J3.8
W12x40
2M C8x
.7
W x1
6…
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