- This document contains framing plans and details for a platform and roof structure. - It includes a platform framing plan showing structural members, connections, and decking. Elevations of members are provided. - A roof framing plan shows framing for the roof structure including beams, channels, and purlins. Details show connections between members. - Additional details provide specifications for structural members, connections, guardrails, and access ladders for the platform.

1. A B C D E
6
5
4
3
2
1
1. REFERENCE ELEVATION TOP OF SLAB = 0'-0
PLATFORM FRAMING PLAN
2. [ ] MOMENT CONNECTION DETAIL #4
3. TYPICAL TOP OF STEEL = EL. 39'-2 1/4 U.N.O.
W16 x 26
6D
W16 x 31
6C
W16x31(LOW)
6A
W16x31
6B
W10 x 12
6G
W16 x 26
6F
W16x57
5D
HSS16x8x5/16(HIGH)
EL.41'-21/4
5A
HSS16x8x5/16
EL.41'-21/4
5B
1
-
1
-
W10 x 12
6G
SIM.
3
-
2
-
1
-
5
-
4
-
EL. 39'-6 - 3
4" PLYWOOD OVER
VERCO 3' TYPE W3 METAL DECKING 18 GA
W/#10 WOOD TO METAL SELF-DRILLING SCREWS
@ 6" O.C. ALL EDGES @12" O.C. FIELD
EL. 39'-6 TOP OF 3
4" PLYWOOD OVER
VERCO 3' TYPE W3 METAL DECKING 18 GA
W/#10 WOOD TO METAL SELF-DRILLING SCREWS
@ 6" O.C. ALL EDGES @12" O.C. FIELD
TOP OF EL. 48'-4
2A
TOP OF EL. 47'-10
2B
TOP OF EL.47'-6
3B
TOP OF EL.48'-0
3A
TOP OF EL. 47'-6
4A
TOP OF EL. 47'-5
4B
5C
HSS16 x 8 x 5
16
EL. 41'-21
4
5F
L3 x 3 x 1
4 BRACES
(8 REQ'D)
5G
7/S1.2
TYPICAL EDGE OF PLATFORM DETAIL
1
W16x BEAM
BT. PL 1
4" x 101
2 LG
(NOTCH PLATE AT PIPE SLEEVE)
21
2
W/2-3
8
@ 21
2" O.C. MIN.
3
4" PLYWOOD
L3 x 3 x 1
4
@ 4'-0 O.C. @ BRACE
3
4" PLYWOOD
METAL DECK PER PLAN
5/S1.2
PLATFORM DETAIL BELOW HSS
2
HSS16 x 8 x 5
16
W16x BEAM
L4 x 3 x 1
4 LLV
3
4" PLYWOOD
METAL DECK PER PLAN
3/S1.2
PLATFORM DETAIL BELOW HSS
3
HSS16 x 8 x 5
16
W16x BEAM
BT. PL 1
4" x 101
2 LG
(NOTCH PLATE AT PIPE SLEEVE)
21
2
W/2-3
8
@ 21
2" O.C. MIN.
137
8
3
8" BT. PL x 1'-41
2 LG
3
BRACE L3 x 3 x 1
4
@ 4'-0 O.C.
W/ 1 -5
8
PL 1
4" x 5 SQ.
4/S1.2
HSS TO HSS MOMENT CONNECTION
4 9/S1.2
HSS SPLICE DETAIL
5
0"
CJP
0"
CJP
CJP
HSS16 x 8 x 5
16
HSS8 x 8 x 5
16
PL 5
16" GUSSET
HSS8 x 8 x 5
16
3
8" BT. PL x 1'-0
BOLTS (A 325SC)
10/S1.2
TYPICAL HSS BM TO HSS COL CONNECTION
6
HSS16 x 8 x 5
16
HSS8 x 8 x 5
16
PL 1
2" x 12 x 1'-1
SLOT COL TYP.
PL 1
2 x 31
2 x 1'-0
PL 1
2 x 81
2 x 1'-41
2
2/S1.2
TYPICAL W16 TO HSS COL CONNECTION
7
W16
BEAM PER PLAN
HSS8 x 8 x 5
16
PL 3
8 x 12 x 1'-0
SLOT COL TYP.
PL 3
8 x 31
2 x 1'-0
PL 1
2 x 8 x 1'-1
1
4
TYP.
1
4
3
73
4
3
73
4
TYPICAL HOLLANDER PIPE BASE
INSTALL AFTER PROJECTOR
ALIGNMENT (BUYOUT)
TYPICAL HOLLANDER PIPE BASE
INSTALL AFTER PROJECTOR
ALIGNMENT (BUYOUT)
L21
2 x 2x 3
8 (LLV)
W/ 9
16
5
8" O.C.
Reference
Contractor
Description
Project
Engineer Sheet Number
Date
Drawn By
NO. DATE DESCRIPTION
0 FOR FABRICATION2/25/2014
PLATFORM FRAMING PLAN & DETAILS
E1
WHEELER & GRAY CONSULTING ENGINEER
1 / 6 / 2014
WM
S2.2

2. A B C D E
6
5
4
3
2
1
1. REFERENCE ELEVATION TOP OF SLAB = 0'-0
ROOF FRAMING PLAN
1
-
(E) TAPERED STEEL GIRDER
(E) TAPERED STEEL GIRDER
(E) TAPERED STEEL GIRDER
(E) TAPERED STEEL GIRDER
(E) TAPERED STEEL GIRDER
(E) TAPERED STEEL GIRDER
(E)"Z"PURLINSTYP.(E)"Z"PURLINSTYP.(E)"Z"PURLINSTYP.(E)"Z"PURLINSTYP.(E)"Z"PURLINSTYP.
MC12x317A
MC12x317A
MC12x317A
MC12x317A
MC12x317B
MC12x317B
TYP.
2
-
TYP.
2
-
SIM.
2:12
SLOPE
2:12
SLOPE
FIELD
VERIFY
FIELD
VERIFY
FIELD
VERIFY
5/S5.1
MC CHANNEL @ TAPERED GIRDER CONNECTION
1
(2) 3
4
L6 x 4 x 3
8 x 0'-8 (LLH)
W/ 2 -3
4
MC12 x 31 (FLAT)
3 & 4/S5.1
MC CHANNEL AT COLUMN CONNECTION
2
PLEASE CONFIRM PROPOSED FIELD
WELD IN LIEU OF BOLTS FOR FIELD
INSTALLATION TOLERANCES.
HSS8 x 8 x 5
16
1
4
TYP.
12"
TOTAL
L6 x 4 x 3
8 x 0'-10
W/2 -3
4
11
2" VERTICAL SLOTTED HOLES
HSS8 x 8 x 5
16
MC12 x 31
(FLAT)
(E) TAPERED GIRDER
MC12 x 31
(FLAT)
NEW "SPEED RAIL" GUARDRAIL
BY HOLLAENDER MANF. 2" ISP
(2.375" O.D. INDUSTRIAL FINSH)
(BUY OUT PARTS AND MATERIAL)
10/A20.0
GUARDRAIL AT PLATFORM
3
3
16" CAP PALTE
POST INSTALLED HOLLANDER
PIPE BASE #48 FOR ISP
W/ (4) -1
2" BOLTS (FIELD DRILL/TAP)
OR (4) - 5
16" BOXBOLTS SIZE 2 BY
LNA SOLUTIONS (ICC-ES ESR
#3217) TO BE FIELD LOCATED
AFTER PROJECTORS ARE IN
PLACE. (BUYOUT)
A B C D E
6
5
4
3
2
1
1. REFERENCE ELEVATION TOP OF PLATFORM = EL. 39'-6
NEW GUARDRAIL LAYOUT PLAN
PLEASE CONFIRM LADDER
AND GATE LOCATION
3
-
4
-
7C LADDER
NEW "SPEED RAIL" GUARDRAIL
BY HOLLAENDER MANF. 2" ISP
(2.375" O.D. INDUSTRIAL FINSH)
(BUY OUT PARTS AND MATERIAL)
7, 8 & 9 /S5.1
PLATFORM ACCESS LADDER
4
W/ GRIP MATERIAL
PL 1
2" x 21
2
SIDE RAILS
1
4
TYP.
PL 1
2" STIFFNER
@ EACH RAIL
PLATFORM W16
ELLIS GRAB SAFE
WELD ON,
PART NO: GBS-CMP
(BUY OUT)
CONFIRM
PRIOR TO FAB
Reference
Contractor
Description
Project
Engineer Sheet Number
Date
Drawn By
NO. DATE DESCRIPTION
0 FOR FABRICATION1/25/2014
ROOF FRAMING PLAN AND GUARDRAIL LAYOUT
E2
WHEELER & GRAY CONSULTING ENGINEER
1 / 6 / 2014
WM
S2.2

3. - COLUMN - 2AONE
CP1
CP3
1
4
TYP.
1
4
1
4
TYP.
1
4
1
4
TYP.
1
4
TYP.
TYP.
1
4
TYP.
15
16
13
16 x 1 1
2
VETICAL
SLOTTED
ON HSS
SECTION "A"
SECTION "B"
SECTION "C"
"A"
"B"
"C"
- COLUMN - 2BONE
TYP.
1
4
TYP.
15
16
13
16 x 1 1
2
VETICAL
SLOTTED
ON HSS
"D"
"C"MK;NORTH
MK;NORTH
1
4
TYP.
1
4
TYP.
SECTION "D"
CP1
CP2 CP3
1
4
TYP.
1
4
CP4
CP5
CP7(B.S.)
CP6
CP7
CP7
CP7(B.S.)
CP7
CP7
CP2
CP3
CP4
CP4
(N.S.)
CP3
(N.S.)
13
16 @ ANGLE
13
16 @ ANGLE
CP7
CP7
CP5
CP2
CP4
CP3
CP2
CP4
CP4
(F.S.)
CP3
(F.S.)
2
COLUMNS E1
WHEELER & GRAY CONSULTING ENGINEER
1 / 6 / 2014
WM
Reference
Contractor
Description
Project
Engineer Sheet Number
Date
Drawn By
44
WELD U.N.PAINT
NO. DATE
HOLES U.N.
DESCRIPTION
52
48
50
51
49
47
46
45
40
43
42
41
39
38
37
35
36
34
33
31
32
30
29
21
25
28
27
26
24
23
22
20
19
18
17
16
15
14
BILL OF MATERIALS
12
13
11
10
6
8
9
7
2
5
4
3
1
LINE MARK
DETAIL
MRK.
SHIP
QUAN. DESCRIPTION LENGTH REMARKS
1. ALL PLATE & ANGLES A36 U.N.O
2. ALL BEAM A922 U.N.O
3. ALL HSS A500 GR. "B" U.N.O
4. ALL PIPE A53 U.N.O
5. ALL WELDS 1
4" U.N.O.
GENERAL NOTES
ONE SHOP COAT 1 1
16 E70-XX
2A ONE HSS8 x 8 x 5
16 48'-0 9
16 A500 GR "B"
CP1 ONE PL 3
4 x 14 1'-2
CP2 ONE PL 3
8 x 12 1'-0
CP3 ONE PL 1
2 x 8 1'-0
CP4 ONE PL 3
8 x 31
2 1'-0
CP5 ONE PL 1
2 x 12 1'-1
CP6 ONE PL 3
16 x 8 0'-8 CAP PLATE
CP7 2 L6 x 4 x 3
8 0'-10
a2 2 3
4 0'-101
2 A307
2B ONE HSS8 x 8 x 5
16 47'-6 9
16 A500 GR "B"
CP1 ONE
CP2 ONE
CP3 ONE
CP4 ONE
CP6 ONE
CP7 2
a2 2
0 FOR FABRICATION1/25/2014

4. - COLUMN - 3AONE
CP1
1
4
TYP.
1
4
1
4
TYP.
1
4
TYP.
TYP.
1
4
TYP.
15
16
13
16 x 1 1
2
VETICAL
SLOTTED
ON HSS
SECTION "A"
SECTION "C"
"A"
"C"
- COLUMN - 3BONE
1
4
TYP.
15
16
"D"
MK;NORTH
MK;NORTH 1
4
TYP.
1
4
TYP.
SECTION "D"
CP1
CP2 CP3
1
4
TYP.
1
4
CP4
CP7(B.S.)
CP6
CP7
CP7
CP3
CP4
13
16 @ ANGLE
0"
CJP TYP.
CP3
CP2
CP4
CP3
CP2
CP4
CP8
CP8
12
12ALL
R
O
U
N
D
TYP.
CP4
(F.S.)
CP3
(F.S.)
CP2
CP4
(N.S.)
CP3
(N.S.)
a3
b3
a3
b3
CP8
CP8
TYP.
13
16 x 1 1
2
VETICAL
SLOTTED
ON HSS
"C"
CP7(B.S.)
CP6
CP7
CP7
13
16 @ ANGLE
CP7
CP7
3
COLUMNS E1
WHEELER & GRAY CONSULTING ENGINEER
1 / 6 / 2014
WM
Reference
Contractor
Description
Project
Engineer Sheet Number
Date
Drawn By
44
WELD U.N.PAINT
NO. DATE
HOLES U.N.
DESCRIPTION
52
48
50
51
49
47
46
45
40
43
42
41
39
38
37
35
36
34
33
31
32
30
29
21
25
28
27
26
24
23
22
20
19
18
17
16
15
14
BILL OF MATERIALS
12
13
11
10
6
8
9
7
2
5
4
3
1
LINE MARK
DETAIL
MRK.
SHIP
QUAN. DESCRIPTION LENGTH REMARKS
1. ALL PLATE & ANGLES A36 U.N.O
2. ALL BEAM A922 U.N.O
3. ALL HSS A500 GR. "B" U.N.O
4. ALL PIPE A53 U.N.O
5. ALL WELDS 1
4" U.N.O.
GENERAL NOTES
ONE SHOP COAT 1 1
16 E70-XX
3A ONE HSS8 x 8 x 5
16 39'-8 A500 GR "B"
a3 ONE HSS8 x 8 x 5
16 1'-33
8
b3 ONE HSS8 x 8 x 5
16 6'-8 9
16
CP1 ONE PL 3
4 x 14 1'-2
CP2 ONE PL 3
8 x 12 1'-0
CP3 ONE PL 1
2 x 8 1'-0
CP4 ONE PL 3
8 x 31
2 1'-0
CP6 ONE PL 3
16 x 8 0'-8 CAP PLATE
CP7 2 L6 x 4 x 3
8 0'-10
a2 2 3
4 0'-101
2 A307
CP8 2 PL 5
16 x 8 0'-8 MOMENT GUSSET
3B ONE HSS8 x 8 x 5
16 47'-2 9
16 A500 GR "B"
CP1 ONE
CP2 ONE
CP3 ONE
CP4 ONE
CP6 ONE CAP PLATE
CP7 2
a2 2
0 FOR FABRICATION1/25/2014

5. - COLUMN - 4AONE
CP1
1
4
TYP.
1
4
1
4
TYP.
1
4
TYP.
1
4
TYP.
15
16
13
16 x 1 1
2
VETICAL
SLOTTED
ON HSS
SECTION "A"
SECTION "B"
SECTION "C"
"A"
"B"
"C"
- COLUMN - 4BONE
1
4
TYP.
15
16
"D"
MK;NORTH
MK;NORTH
1
4
TYP.
1
4
TYP.
SECTION "D"
CP1
CP2
1
4
TYP.
1
4
CP5
CP7(B.S.)
CP6
CP7
CP7
CP3
CP4
CP4
(N.S.)
CP3
(N.S.)
13
16 @ ANGLE
CP5
CP2
CP3
CP2
CP4
CP2
TYP.
13
16 x 1 1
2
VETICAL
SLOTTED
ON HSS
"C"
CP7(B.S.)
CP6
CP7
CP7
13
16 @ ANGLE
CP7
CP7
4
COLUMNS E1
WHEELER & GRAY CONSULTING ENGINEER
1 / 6 / 2014
WM
Reference
Contractor
Description
Project
Engineer Sheet Number
Date
Drawn By
44
WELD U.N.PAINT
NO. DATE
HOLES U.N.
DESCRIPTION
52
48
50
51
49
47
46
45
40
43
42
41
39
38
37
35
36
34
33
31
32
30
29
21
25
28
27
26
24
23
22
20
19
18
17
16
15
14
BILL OF MATERIALS
12
13
11
10
6
8
9
7
2
5
4
3
1
LINE MARK
DETAIL
MRK.
SHIP
QUAN. DESCRIPTION LENGTH REMARKS
1. ALL PLATE & ANGLES A36 U.N.O
2. ALL BEAM A922 U.N.O
3. ALL HSS A500 GR. "B" U.N.O
4. ALL PIPE A53 U.N.O
5. ALL WELDS 1
4" U.N.O.
GENERAL NOTES
ONE SHOP COAT 1 1
16 E70-XX
4A ONE HSS8 x 8 x 5
16 47'-2 9
16 A500 GR "B"
CP1 ONE PL 3
4 x 14 1'-2
CP2 ONE PL 3
8 x 12 1'-0
CP5 ONE PL 1
2 x 12 1'-1
CP6 ONE PL 3
16 x 8 0'-8 CAP PLATE
CP7 2 L6 x 4 x 3
8 0'-10
a2 2 3
4 0'-101
2 A307
4B ONE HSS8 x 8 x 5
16 47'-1 9
16 A500 GR "B"
CP1 ONE
CP2 ONE
CP3 ONE PL 1
2 x 8 1'-0
CP4 ONE PL 3
8 x 31
2 1'-0
CP6 ONE
CP7 2
a2 2
0 FOR FABRICATION1/25/2014

6. 12
12
TO
P
&
BO
TT.
1
4
TYP.
1
4
TYP.
13
16
- HSS BEAM - 5AONE
SECTION "A"
1
4
TYP.
1
4
TYP.
- HSS BEAM - 5BONE
12
1 1
16
12
12
TO
P
&
BO
TT.
12
1 1
16
"A"
TYP.
12
21
8
12
21
8
1
4
TYP.
- HSS BEAM - 5CONE - BEAM - 5DONE
3
16
TYP.
3
16
3
16
BT. PL TO
HSS TYP.2 - 6
"A"
TYP.
11
4
3
13
4
3
13
16
SECTION "B"
13
16
13
16
3
16
BT. PL TO
HSS TYP.2 - 8
3
16 2 - 8
3
16
TYP.
3
16
1
4
TYP.
"B"
TYP.
CONFIRM AND VERIFY GATE
LOCATION WITH LADDER
LOCATION
- BRACES - 5F8 - BRACE - 5GONE
12
21
8
3
4
TYP.
3
4
FIELD
VERIFY
13
16
13
16
P1
P2
P2
P1
P1
P2
P2
P4
(8 REQ'D)
P4
b5(FS)
c5
P4
P5
P6
P3(CTRD)
(12 REQ'D)
3
8" BT. PL
3
16
BT. PL TO
HSS TYP.2 - 6
P7
(9 REQ'D)
P7
P3
1
4
TYP.
3 - 6
1
4 3 - 6
f5(BS)
9
16
9
16
g5(BS)
3
8" DRILL
& TAP
5
BEAMS E1
WHEELER & GRAY CONSULTING ENGINEER
1 / 6 / 2014
WM
Reference
Contractor
Description
Project
Engineer Sheet Number
Date
Drawn By
44
WELD U.N.PAINT
NO. DATE
HOLES U.N.
DESCRIPTION
52
48
50
51
49
47
46
45
40
43
42
41
39
38
37
35
36
34
33
31
32
30
29
21
25
28
27
26
24
23
22
20
19
18
17
16
15
14
BILL OF MATERIALS
12
13
11
10
6
8
9
7
2
5
4
3
1
LINE MARK
DETAIL
MRK.
SHIP
QUAN. DESCRIPTION LENGTH REMARKS
1. ALL PLATE & ANGLES A36 U.N.O
2. ALL BEAM A922 U.N.O
3. ALL HSS A500 GR. "B" U.N.O
4. ALL PIPE A53 U.N.O
5. ALL WELDS 1
4" U.N.O.
GENERAL NOTES
ONE SHOP COAT 1 1
16 E70-XX
5A ONE HSS16 x 8 x 5
16 22'-111
2 A500 GR "B"
P1 ONE PL 1
2 x 31
2 1'-0
P2 ONE PL 1
2 x 81
2 1'-41
2
5B ONE HSS16 x 8 x 5
16 30'-6 3
16 A500 GR "B"
P1 ONE
P2 ONE
f5 2 L21
2 x 2 x 3
8 30'-0
P4 8 L3 x 3 x 1
4 1'-0
b5 ONE 3
8" BT. PL x 161
2 30'-0
5C ONE HSS16 x 8 x 5
16 3'-41
4 A500 GR "B"
P4 ONE
P5 ONE PL 3
8 x 71
2 1'-0
P6 ONE PL 3
8 x 9 1'-0
c5 ONE 3
8" BT. PL x 165
8 2'-81
4
g5 2 L21
2 x 2 x 3
8 2'-81
4
5D ONE W16 x 57 35'-6 7
16 A992
P3 12 21
2 0'-73
4
a5 24 3
8 JS-600
P7 9 PL 1
4 x 5 0'-5
d5 ONE 1
4" BT. PL x 101
2 35'-3 7
16
5F ONE L3 x 3 x 1
4 5'-1011
16
5G ONE L3 x 3 x 1
4 6'-211
16
< FIELD BOLTS >
12 0'-21
2 A325SC
4 0'-21
4 A325SC
4 3
4 0'-101
2 A325SC
18 3
4 0'-13
4 A307
0 FOR FABRICATION1/25/2014

7. - BEAM - 6AONE
3
16
ANGLE TO
BM TYP. 2 - 8
3
16 2 - 8
SECTION "A"
- BEAM - 6BONE
3
16
2 - 8
3
16 2 - 8
SECTION "B"
TYP.
1
4
TYP.
"A"
TYP.
"B"
TYP.
3
8 DRILL
&TAP
- BEAM - 6CONE
"B"
TYP.
- BEAM - 6DONE
"B"
TYP.
3
4
TYP.
3
4
C
LIP
11
2
11
2
12
21
8
TYP.
1
4
1
4
TYP.
1
4
1
4
SECTION "C"
- BEAM - 6FONE
"B"
TYP.
"C"
- BEAMS - 6G2
3
4
TYP.
3
4
C
LIP
11
2
11
2
TYP.
1
4
1
4
TYP.
1
4
1
4
SECTION "D"
"D" "D"
"D" "D"
11
4
3
11
4
3
13
16
13
16
13
16
P3(CTRD)
(6 REQ'D)
P3(CTRD)
(4 REQ'D)
P3(CTRD)P3(CTRD)
P8(NS)
P9(FS)
P8(NS)
P9(FS)
a6
P8
P9
P9(NS)
P8(FS)
P9(NS)
P8(FS)
b6
P3
a6
c6
c6
b6
P8(NS)
P10(FS)
P8
P10
d6
d6
P3 (FS)(CTRD)
(3 REQ'D)
f6
f6
6
BEAMS E1
WHEELER & GRAY CONSULTING ENGINEER
1 / 6 / 2014
WM
Reference
Contractor
Description
Project
Engineer Sheet Number
Date
Drawn By
44
WELD U.N.PAINT
NO. DATE
HOLES U.N.
DESCRIPTION
52
48
50
51
49
47
46
45
40
43
42
41
39
38
37
35
36
34
33
31
32
30
29
21
25
28
27
26
24
23
22
20
19
18
17
16
15
14
BILL OF MATERIALS
12
13
11
10
6
8
9
7
2
5
4
3
1
LINE MARK
DETAIL
MRK.
SHIP
QUAN. DESCRIPTION LENGTH REMARKS
1. ALL PLATE & ANGLES A36 U.N.O
2. ALL BEAM A922 U.N.O
3. ALL HSS A500 GR. "B" U.N.O
4. ALL PIPE A53 U.N.O
5. ALL WELDS 1
4" U.N.O.
GENERAL NOTES
ONE SHOP COAT 1 1
16 E70-XX
6A ONE W16 x 31 23'-3 A992
P8 2 PL 3
8 x 3 1'-3
P9 2 PL 3
8 x 41
2 0'-7 1
16
a6 ONE L5 x 3 x 1
4 23'-3
6B ONE W16 x 31 23'-3 A992
P3 6 21
2 0'- 73
4
P8 2
P9 2
b6 ONE 1
4" BT. PL x 101
2 23'-3
6C ONE W16 x 31 8'-10 A992
P3 2
c6 ONE 1
4" BT. PL x 101
2 2'-3
P8 ONE
P10 ONE PL 3
8 x 41
2 0'-1115
16
6D ONE W16 x 26 8'-10 A992
P3 4
d6 ONE 1
4" BT. PL x 101
2 8'-10
6F ONE W16 x 26 5'-2 A992
P3 3
f6 ONE 1
4" BT. PL x 101
2 5'-2
6G 2 W10 x 12 9'-63
4 A992
< FIELD BOLTS >
40 0'-21
4 A325SC
8 3
4 0'-2 A325SC
0 FOR FABRICATION1/25/2014

8. - CHANNELS- 7A4 - CHANNELS- 7B2
- LADDER - 7CONE
DETAIL #1
GRIND SMOOTH
1 1
16 @ PL 1
2"
FIELD
VERIFY
FIELD
VERIFY
FIELD
VERIFY
a7 a7
b7
(5 REQ'D)
f7
f7
3
4
TYP.
3
4
1
4
TYP.
d7d7
d7
- ANGLES- 7D12
13
16
7
ROOF CHANNELS AND LADDER E2
WHEELER & GRAY CONSULTING ENGINEER
1 / 6 / 2014
WM
Reference
Contractor
Description
Project
Engineer Sheet Number
Date
Drawn By
44
WELD U.N.PAINT
NO. DATE
HOLES U.N.
DESCRIPTION
52
48
50
51
49
47
46
45
40
43
42
41
39
38
37
35
36
34
33
31
32
30
29
21
25
28
27
26
24
23
22
20
19
18
17
16
15
14
BILL OF MATERIALS
12
13
11
10
6
8
9
7
2
5
4
3
1
LINE MARK
DETAIL
MRK.
SHIP
QUAN. DESCRIPTION LENGTH REMARKS
1. ALL PLATE & ANGLES A36 U.N.O
2. ALL BEAM A922 U.N.O
3. ALL HSS A500 GR. "B" U.N.O
4. ALL PIPE A53 U.N.O
5. ALL WELDS 1
4" U.N.O.
GENERAL NOTES
ONE SHOP COAT
13
16 E70-XX
7A 4 MC12 x 31 19'-01
2
7B 2 MC12 x 31 18'-21
2
7C ONE LADDER
a7 2 PL 1
2 x 21
2 8'-6 LF
b7 5 1'-63
4 WITH GRIP MATRL
d7 2 PL 1
2 x 113
8 1'-3
f7 2 ELLIS GRAB SAFE WELD ON GBS-CMP(BUY OUT)
7D 12 L6 x 4 x 3
8 0'-8
< FIELD BOLTS >
24 3
4 0'-2 A307
0 FOR FABRICATION1/25/2014