RECEIVED APPROVAL
1
X
ERECTOR
FIELD
REVISIONS
ARCHITECT
CONTRACTOR
SENT APPROVAL
SHOP NOTES:
SHOP PAINTCH. BY:
DATE
JOB NO.: SHT. NO.:
DR. BY:
UNLESS NOTED
ARCH./ENGINEER
HOLESBOLTS
JOB NAME:
LOCATION:
SURFACE PREP.
UNLESS NOTED
CUSTOMER:
1. ALL W-SHAPES & WT SHAPES SHALL CONFORM TO ASTM A992 GR50 UNLESS NOTED OTHERWISE.2. ALL CHANNELS, S-SHAPES, ANGLES, AND PLATES SHALL CONFORM TO ASTM A36.3. ALL ROUND HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTM A53 GRADE B.4. ALL RECTANGULAR HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTM A500 GRADE B (Fy=46ksi).5. ALL WELDING TO BE DONE IN ACCORDANCE WITH ANSI/AWS D1.1, STRUCTURAL WELDING CODE - STEEL, OF LATEST ISSUE, UNLESS NOTED OTHERWISE.
AB1------
13/16"DIA
04-03-2017---
TC 3/4" DIA A325N
2
3
HSS10x10x3 / 8
HSS8x8x3 / 8
HSS8x8x3 / 8 W10x33
W10x33 W10x45
W10x33
HSS10x10x3/8
HSS10x10x1/2
HSS10x10x3/8
HSS8
x8x3 / 8
W10x45
HSS12x12x5 / 8
HSS12x12x5 / 8
HSS12x12x5 / 8
HSS12x12x5 / 8
HSS12x12x5 / 8
HSS8x8x3/8
W12x45
HSS12x12x5 / 8
W10x33W10x33
W10x33
W10x33
W10x33
W10x33
W10x33
W10x33
W10x33
W12x87
W10x33
W10x33
HSS12x12x5 / 8
HSS12x12x5/8
HSS12x12x5/8
HSS12x12x5/8
HSS12x12x5/8
HSS8x8x3/8
W10x33
W10x33
W10x33
HSS12x12x5/8
HSS12x12x5 / 8
W10x45
W12x65 W10x33 W10x33
W10x33 W10x33
HSS10x10x3 / 8
HSS10x10x 3/8
W10x33
W12x65
W12x65
W10x39
W10x33
W10x33
W10x33
W10x33
HSS12x12x 3/8
HSS12x12x3 / 8
HSS12x12x 3/8
HSS12x1
2x5 / 8
HSS12x12x5 / 8
W10x45
W10x45
W10x49
W10x39
W10x45
W10x39
HSS10x10x3 / 8
B/BP EL: 80-11
B/BP EL: 99-6 B/BP EL: 99-6
B/BP EL: 99-6 B/BP EL: 99-6
B/BP EL: 93-11
B/BP EL: 93-11
B/BP EL: 93-11
B/BP EL: 80-7
B/BP EL: 93-8
B/BP EL: 93-8
B/BP EL: 93-8
B/BP EL: 93-8
B/BP EL: 94-4
B/BP EL: 93-11
B/BP EL: 93-11
B/BP EL: 93-11
B/BP EL: 93-11
B/BP EL: 93-11
B/BP EL: 93-11
B/BP EL: 93-11
B/BP EL: 93-11
B/BP
EL: 93
-11
B/BP EL: 80-8
B/BP EL: 80-8
B/BP EL: 94-4
B/BP EL: 93-8
B/BP EL: 94-4
B/BP EL: 93-9
B/BP E
L: 93-9
B/BP EL: 93-9
B/BP EL: 93-9
B/BP EL: 80-7
B/BP EL: 93-11
B/BP EL: 92-2
B/BP EL: 92-9
B/BP EL: 80-11
B/BP EL: 99-6
B/BP EL: 92-5
B/BP EL: 80-11
B/BP EL: 98-11
B/BP EL: 98-11 B/BP EL: 80-11
B/BP EL: 80-11
B/BP EL: 80-11
B/BP EL: 80-11
B/BP EL: 80-11
B/BP EL: 80-11
RA
RA
Q
P R S T U
R3
7
5
6
8
14
15
R2
R1
RR
L
M
N
F
J
0.5
RS
13-103/4
13-103/4
10-69 / 16
10-69 / 16
15-9
7-6
25-3
26-11
1 / 16
23-31 / 4
26-8
19-4
16-0
16-0
15-10
15-10
12-05 / 8
13-6
2
7-6
13-11
1 / 16
21-101/1615-11
20-0
17-0
10-13/4 15-41/4 24-6 2-2 18-8 10-51/4FIELD VERIFY
10-2
FIELD VERIFY
58-09 / 1
6
20-45 / 1
6
20-12-8
1 / 8
32-9
32-9
9-0
7-6
9-8
12-10 1/4
10-0
22-0
22-0
14-8
13-4
14-0
42-6
32-9
32-9
9-0
9-0
77
7 7 66
6 6
6 6
66
77
7 7
81/2 81/2
81 / 281 / 2
81 / 281 / 2
81/2 81/2
77
7 7
77
7 7
88
8 8
88
8 8
77
7 7
77
7 7
77 7
7
81/2 81/2
81 / 281 / 2
81/2 81/2
81 / 281 / 2
77
7 7
7 7
77
77
7 7
77
77
77 7
7
77
77
81 / 281 / 2
81/2 81/2
77
77
77
77
81/281/2
81/2
81/2
7 7
77
7 7
77
81 / 281 / 2
8 1/28 1/2 7 7
77
8 8
88
8 8
88
5 521 / 2
21 / 2
77
77
71/271/2
71 / 271 / 2
7 7
77
7 7
77
7 7
77
7 7
77
7 7
77
7 7
77
77
77
77
77
77
77
77
77
77
77
77
77
66
66
77
77
77
77
77
77
8 1/28 1/2
81 / 281 / 2
81 / 281 / 2
8 1/28 1/2
81 / 281 / 2
81 / 281 / 2
8 1/28 1/2
8 1/28 1/2
88 1/2
8 1/2
81 / 281 / 2
8 1/28 1/2
8
81 / 281 / 2
88
88
88
88
88
88
81 /2
81 /28
81/2 81/2
7 7
44
881 /281 /
2
81/281/2
7 7
77
77
77
77 7
7
77
77
66 6
6
CHOR
D 22-0
CHORD 22-0
37-1
39-13/16
8-15 / 1
6
71-11/2
15-213/16
8-2 3/8
13-05/8
8-61/4
61-65/8
6-4
11-31/2
4-0
39-97
/ 8
20-115
/ 1637
-105 / 8
57-91 / 1
6
92-101/2
38-915/16
10-0
28-6
19-6
9-0
13-6
16-47 / 1
6 12-05 / 8
32-05/16
3-91 / 1
6
71/2 71/2
71 / 271 / 2
71/2 71/2
71 / 271 / 2
4 421 / 221 / 2
19-0
5 1/26 1/2 63 / 16
513 / 16
100°
52.22°
105°
75°
105°
67.5°
37.5°30°
60°
45°
50°
50°
80°
72.5°
16.64°
16.64°
10°
40°40°
40°
40°
10°
11.12°
12
13
16
17
18
H.5
9
1
1.5
2
2.5
3
4
10.5
G.5
Q
11
10
A
BC
D
E
G
H
K
RH
RL
R=76-0
ANCHOR BOLT PLAN
F/EX.
F
G
A5
W
B
A2
A1
W
D
M
A4
W
W
A2
G
W
L
S
G
RQ
A6
A3
A5
G
G
V
M
T
KX
W
W
W
G
J
P
C
A
B
B
G
N
G
G
N
W
C
C
G
G
U
A
B
B
A
G
W
W
W
H
E
Q
GW
BOBP(BOTTOM OF BASE PLATE ELEVATION)= 94-3 (U.N.O.)
XX
(REF. DWG. S100)PLAN NOTES:1. INDICATES ANCHOR BOLT SETTING DETAIL.2. FOR SETTING DETAILS REFER SHEET AB2,AB3,AB4.
18
P
P
P
P
A
B/BP
EL: 9
4-31 / 1
6
B/BP EL: 94-23/4
F
SAMPLE DRAWING: ANCHOR BOLT PLAN
JOB NO.:
LOCATION:
ARCH./ENGINEER
ALL WELDING TO BEDONE IN ACCORDANCEWITH ANSI/AWS D1.1,STRUCTURAL WELDINGCODE - STEEL, OF LATESTISSUE, UNLESS NOTEDOTHERWISE.
MADE DATECKDDESCRIPTIONREV
HOLESUNLESS NOTED
DATE
UNLESS NOTEDBOLTS
CH. BY: ---
AB112
---
CUSTOMER:
SURFACE PREP.
3/4" Dia A325N TC 13/16"DIA
SHT. NO.:
JOB NAME:
DR. BY:
SHOP PAINT
0
61/ 2
PROJ
ECTI
ON9
EMBE
DMEN
T2
4 4
44
11/ 2
ANCHOR BOLT SETTING DETAIL-A(REF DETAIL:S200) (TOTAL-58)
PLATE WASHERW/ 1/4" THICKLEVELING NUT
A563 NUTS ANCHOR BOLT W/F1554 GRADE 36(4) 3/4" DIA. AB1
HEAVY HEX NUT
SEE PLANCOLUMN & ORIENTATION
PLATE WASHER(NS/FS) TYP.PL 1/4"x2"x2"
CENTER LINECOLUMN
CENT
ER LI
NECO
LUMN
EL:SEE PLANB.O.B.P.
GROUTNON-SHRINK
USE TEMPLATE F1 FOR THIS SETTING
PW1
2
61/ 2
PROJ
ECTI
ON9
EMBE
DMEN
T
11/ 2
6 4 4
44
TYP. 1/4
A563 NUTS ANCHOR BOLT W/F1554 GRADE 36(6) 3/4" DIA. AB1
PLATE WASHERW/ 1/4" THICKLEVELING NUT
EL:SEE PLANB.O.B.P.
ANCHOR BOLT SETTING DETAIL-B(REF DETAIL:S200) (TOTAL-04)
HEAVY HEX NUTSEE PLAN
COLUMN & ORIENTATION
CENTER LINECOLUMN
CENT
ER LI
NECO
LUMN
PLATE WASHER(NS/FS) TYP.PL 1/4"x2"x2"
GROUTNON-SHRINK
USE TEMPLATE F2 FOR THIS SETTING
PW1
11/ 2
9EM
BEDM
ENT
61/ 2
PROJ
ECTI
ON
2
41/241/2
41/ 2
41/ 2
EL:SEE PLANB.O.B.P.
PLATE WASHERW/ 1/4" THICKLEVELING NUT
A563 NUTS ANCHOR BOLT W/F1554 GRADE 36(4) 3/4" DIA. AB1
(TOTAL-21)(REF DETAIL:S200)ANCHOR BOLT SETTING DETAIL-C
SEE PLANCOLUMN & ORIENTATION
HEAVY HEX NUT
CENTER LINECOLUMN
CENT
ER LI
NECO
LUMN
PLATE WASHER(NS/FS) TYP.PL 1/4"x2"x2"
GROUTNON-SHRINK
USE TEMPLATE F3 FOR THIS SETTING
PW1
9EM
BEDM
ENT
2
11/ 2
61/ 2
PROJ
ECTI
ON
41/2 2
41/ 2
41/ 2
EL:SEE PLANB.O.B.P.
PLATE WASHERW/ 1/4" THICKLEVELING NUT
A563 NUTS ANCHOR BOLT W/F1554 GRADE 36(4) 3/4" DIA. AB1
HEAVY HEX NUT
SEE PLANCOLUMN & ORIENTATION
CENT
ER LI
NECO
LUMN
PLATE WASHER(NS/FS) TYP.PL 1/4"x2"x2"
CENTER LINECOLUMN
ANCHOR BOLT SETTING DETAIL-D(REF DETAIL:S200) (TOTAL-02)
GROUTNON-SHRINK
USE TEMPLATE F4 FOR THIS SETTING
PW1
2
61/ 2
PROJ
ECTI
ON9
EMBE
DMEN
T
11/ 2
221
/ 22
221/2
2
(TOTAL-02)
PLATE WASHERW/ 1/4" THICKLEVELING NUT
EL:SEE PLANB.O.B.P.
(REF DETAIL:S200)
A563 NUTS ANCHOR BOLT W/F1554 GRADE 36(4) 3/4" DIA. AB1
ANCHOR BOLT SETTING DETAIL-E
HEAVY HEX NUT
PLATE WASHER(NS/FS) TYP.PL 1/4"x2"x2"
CENTER LINECOLUMN
CENT
ER LI
NECO
LUMN
SEE PLANCOLUMN & ORIENTATION
USE TEMPLATE F5 FOR THIS SETTING
GROUTNON-SHRINK
PW1
11/ 2
61/ 2
PROJ
ECTI
ON
2
9EM
BEDM
ENT
41/2 41/2
51/ 2
51/ 2
HEAVY HEX NUT
SEE PLANCOLUMN & ORIENTATION
ANCHOR BOLT SETTING DETAIL-FA563 NUTS ANCHOR BOLT W/F1554 GRADE 36(4) 3/4" DIA. AB1
(TOTAL-02)(REF DETAIL:S200)
EL:SEE PLANB.O.B.P.
PLATE WASHERW/ 1/4" THICKLEVELING NUT
PLATE WASHER(NS/FS) TYP.PL 1/4"x2"x2"
CENT
ER LI
NECO
LUMN
CENTER LINECOLUMN
USE TEMPLATE F6 FOR THIS SETTING
GROUTNON-SHRINK
PW1
11/ 2
61/ 2
PROJ
ECTI
ON
2
101 / 2
EMBE
DMEN
T
51/2 51/2
51/ 2
51/ 2
ANCHOR BOLT SETTING DETAIL-G
A563 NUTS ANCHOR BOLT W/F1554 GRADE 36(4) 7/8" DIA. AB2
(TOTAL-104)(REF DETAIL:S200)
EL:SEE PLANB.O.B.P.
PLATE WASHERW/ 5/16" THICKLEVELING NUT
HEAVY HEX NUT
SEE PLANCOLUMN & ORIENTATION
PLATE WASHER(NS/FS) TYP.PL 5/16"x21/2"x21/2"
CENT
ER LI
NECO
LUMN
CENTER LINECOLUMN
USE TEMPLATE F7 FOR THIS SETTING
GROUTNON-SHRINK
PW2
11/ 2
7PR
OJEC
TION
2
101 / 2
EMBE
DMEN
T
51/2 51/2
51/ 2
51/ 2
A563 NUTS ANCHOR BOLT W/F1554 GRADE 36(4) 7/8" DIA. AB3
EL:SEE PLANB.O.B.P.
ANCHOR BOLT SETTING DETAIL-H(TOTAL-02)(REF DETAIL:S200)
SEE PLANCOLUMN & ORIENTATION
HEAVY HEX NUT
PLATE WASHER(NS/FS) TYP.PL 5/16"x21/2"x21/2"
CENTER LINECOLUMN
CENT
ER LI
NECO
LUMN
GROUT
NON-SHRINK
USE TEMPLATE F7 FOR THIS SETTING
PLATE WASHERW/ 5/16" THICKLEVELING NUT
PW2
61/2 61/2
61/ 2
61/ 2
11/ 2
61/ 2
PROJ
ECTI
ON
2
101 / 2
EMBE
DMEN
T
PLATE WASHER(NS/FS) TYP.PL 5/16"x21/2"x21/2"
CENTER LINECOLUMN
CENT
ER LI
NECO
LUMN
SEE PLANCOLUMN & ORIENTATION
HEAVY HEX NUT
A563 NUTS ANCHOR BOLT W/F1554 GRADE 36(4) 7/8" DIA. AB2
EL:SEE PLANB.O.B.P.
ANCHOR BOLT SETTING DETAIL-J(TOTAL-61)(REF DETAIL:S200)
GROUTNON-SHRINK
USE TEMPLATE F8 FOR THIS SETTING
PLATE WASHERW/ 5/16" THICKLEVELING NUT
PW2
11/ 2
7PR
OJEC
TION
2
101 / 2
EMBE
DMEN
T
61/ 2
61/ 2
6 61/2 61/2
TYP. 1/4
A563 NUTS ANCHOR BOLT W/F1554 GRADE 36(6) 7/8" DIA. AB3
ANCHOR BOLT SETTING DETAIL-K(TOTAL-03)(REF DETAIL:S200)
EL:SEE PLANB.O.B.P.
SEE PLANCOLUMN & ORIENTATION
HEAVY HEX NUT
CENTER LINECOLUMN
CENT
ER LI
NECO
LUMN
PLATE WASHER(NS/FS) TYP.PL 5/16"x21/2"x21/2"
GROUTNON-SHRINK
USE TEMPLATE F9 FOR THIS SETTING
PLATE WASHERW/ 5/16" THICKLEVELING NUT
PW2
SAMPLE DRAWING: ANCHOR BOLT SETTING DETAILS
HOLES PAINT DRAWN CHECKED SHEET # JOB #
UNLESS NOTED
LOCATION
PROJECT
ARCHITECT
CONTRACTOR
APPROVAL/FABRICATION/REVISION
REV DATE DESCRIPTIONREFERENCE
AB3
1AB1
2
6PR
OJEC
TION
1-6
EMBE
DMEN
T
6 6
44
TYP.3/16
3/16
SEE PLANCOLUMN ORIENTATION
ELEVATION SEE PLANBOT. OF BASE PLATE
GROUT2" NON-SHRINK
F1554 GRADE 55(4) 1" DIA.
CENTER LINECOLUMN
CENT
ER LI
NECO
LUM
N
PLATE WASHER (NS/FS)PL 3"x3"x3/8"(8) 1PW5
(REF. DESIGN DWG. 6/S-501 & 7/S-501) (TOTAL-09) ANCHOR BOLT SETTING DETAIL-A
(USE TEMPLATE 2TP5 FOR THIS SETTING)
BASE PLATE THICKNESS: 1"
1AB1
6PR
OJEC
TION
1-6
EMBE
DMEN
T
2
88
51/2 51/2 11 TYP.3/16
3/16
CENT
ER LI
NECO
LUM
N
CENTER LINECOLUMN
PLATE WASHER (NS/FS)PL 3"x3"x3/8"(12) 1PW5
ELEVATION SEE PLANBOT. OF BASE PLATE
GROUT2" NON-SHRINK
SEE PLANCOLUMN ORIENTATION
(USE TEMPLATE 2TP4 FOR THIS SETTING)
ANCHOR BOLT SETTING DETAIL-B(TOTAL-ONE) (REF. DESIGN DWG. 6/S-501 & 7/S-501)
F1554 GRADE 55(6) 1" DIA.
BRACEVERTICAL
BASE PLATE THICKNESS: 1"
1PW5
1AB1
51/2
51/ 2
51/ 2
51/2
1-6
EMBE
DMEN
T
6PR
OJEC
TION
2
TYP. 3/16
SEE PLANCOLUMN ORIENTATION
(USE TEMPLATE 2TP8 FOR THIS SETTING)
ANCHOR BOLT SETTING DETAIL-C(TOTAL-04) (REF. DESIGN DWG. 6/S-501 & 7/S-501)
CENT
ER LI
NECO
LUM
N CENTER LINECOLUMN
PLATE WASHER (NS/FS)PL 3"x3"x3/8"(8)
GROUT2" NON-SHRINK
F1554 GRADE 55(4) 1" DIA.
ELEVATION SEE PLANBOT. OF BASE PLATE
BASE PLATE THICKNESS: 1"
1AB21-0
EMBE
DMEN
T
43/ 4
PROJ
ECTIO
N
11/ 2
41/ 2
41/ 2
2 2
TYP. 3/16
3/16
SEE PLANCOLUMN ORIENTATION
CENTER LINECOLUMN
CENT
ER LI
NECO
LUM
N
GROUT11/2" NON-SHRINK ELEVATION SEE PLAN
BOT. OF BASE PLATE
F1554 GRADE 55(4) 3/4" DIA.
(USE TEMPLATE 2TP7 FOR THIS SETTING)(REF. DESIGN DWG. 6/S-501 & 7/S-501)
ANCHOR BOLT SETTING DETAIL-E(TOTAL-05)
PLATE WASHER (NS/FS)PL 2"x2"x1/4"(8) 1PW6
BASE PLATE THICKNESS: 3/4"
1PW6
1AB31-6
EMBE
DMEN
T
43/ 4
PROJ
ECTIO
N
11/ 2
5 5 10
55
TYP.3/16
3/16
SEE PLANCOLUMN ORIENTATION
GROUT11/2" NON-SHRINK ELEVATION SEE PLAN
BOT. OF BASE PLATE
F1554 GRADE 55(6) 3/4" DIA.
CENTER LINECOLUMN
CENT
ER LI
NECO
LUM
N
(TOTAL-ONE) ANCHOR BOLT SETTING DETAIL-F
(REF. DESIGN DWG. 6/S-501 & 7/S-501)(USE TEMPLATE 2TP1 FOR THIS SETTING)
PLATE WASHER (NS/FS)PL 2"x2"x1/4"(12)
BRACEVERTICAL
CL HSS
BASE PLATE THICKNESS: 3/4"
1PW7
1AB41-6
EMBE
DMEN
T
71/ 2
PROJ
ECTIO
N
21/ 2
1-0666
6TYP.3/16
3/16
SEE PLANCOLUMN ORIENTATION
(USE TEMPLATE 2TP2 FOR THIS SETTING)(REF. DESIGN DWG. 6/S-501 & 7/S-501) (TOTAL-05)
ANCHOR BOLT SETTING DETAIL-G
GROUT21/2" NON-SHRINK
ELEVATION SEE PLANBOT. OF BASE PLATE
F1554 GRADE 55(6) 11/2" DIA.
CENTER LINECOLUMN
CENT
ER LI
NECO
LUM
N
PLATE WASHER (NS/FS)PL 31/2"x31/2"x1/2"(12)
L HSSBRACEVERTICAL
C
BASE PLATE THICKNESS: 11/2"
1AB4
6 6
66
71/ 2
PROJ
ECTIO
N1-
6EM
BEDM
ENT
21/ 2
TYP. 3/16
3/16
CENT
ER LI
NECO
LUM
N
CENTER LINECOLUMN
ANCHOR BOLT SETTING DETAIL-H(USE TEMPLATE 2TP3 FOR THIS SETTING)
(TOTAL-03) (REF. DESIGN DWG. 6/S-501 & 7/S-501)
GROUT21/2" NON-SHRINK
ELEVATION SEE PLANBOT. OF BASE PLATE
F1554 GRADE 55(4) 11/2" DIA.
PLATE WASHER (NS/FS)PL 31/2"x31/2"x1/2"(8) 1PW7
BASE PLATE THICKNESS: 11/2"
1AB243/ 4
PROJ
ECTIO
N1-
0EM
BEDM
ENT
11/ 2
41/ 2
41/241/2
41/ 2
TYP. 3/16
3/16
(REF. DESIGN DWG. 6/S-501 & 7/S-501)ANCHOR BOLT SETTING DETAIL-D
(USE TEMPLATE 2TP6 FOR THIS SETTING)(TOTAL-44)
SEE PLANCOLUMN ORIENTATION
GROUT11/2" NON-SHRINK ELEVATION SEE PLAN
BOT. OF BASE PLATE
F1554 GRADE 55(4) 3/4" DIA.
CENTER LINECOLUMN
CENT
ER LI
NECO
LUM
N
PLATE WASHER (NS/FS)PL 2"x2"x1/4"(8) 1PW6
BASE PLATE THICKNESS: 3/4"
SAMPLE DRAWING: ANCHOR BOLT SETTING DETAILS
RECEIVED APPROVAL
ERECTOR ARCHITECT
CONTRACTOR
SENT APPROVAL
SHOP NOTES:
SHOP PAINTCH. BY:
DATE
JOB NO.: SHT. NO.:
DR. BY:
UNLESS NOTED
ARCH./ENGINEER
HOLESBOLTS
JOB NAME:
LOCATION:
SURFACE PREP.
UNLESS NOTED
CUSTOMER:
E2000------
TC 3/4" DIA A325N 13/16"DIA
---
1. ALL W-SHAPES & WT SHAPES SHALL CONFORM TO ASTM A992 GR50 UNLESS NOTED OTHERWISE.2. ALL CHANNELS, S-SHAPES, ANGLES, AND PLATES SHALL CONFORM TO ASTM A36.3. ALL ROUND HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTM A500 GRADE B (Fy=42ksi).4. ALL RECTANGULAR HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTM A500 GRADE B (Fy=46ksi).5. ALL WELDING TO BE DONE IN ACCORDANCE WITH ANSI/AWS D1.1, STRUCTURAL WELDING CODE - STEEL, OF LATEST ISSUE, UNLESS NOTED OTHERWISE.
B
(SEQ#
2)EX
ISTING
LEVEL
KEY P
LAN
FIELD
1
2
3
REVISIONS4
215C2
W10x33
216C1
HSS10x10x3/
8
216C2
HSS10x10x1/
2
218C
3HS
S10x1
0x3 / 8
219C
2HS
S8x8x3/
8
213C1
HSS12x12x5/
8
214C1
HSS12x12x5/
8
219C
3HS
S8x8x
3 / 8
210C1
W12x87
206C1
HSS12x12x5/
8
202C1
HSS12x12x5/
8
207C1
W10x45
208C1
W12x65
209C1
W10x33
209C2
W10x33
205C1
W10x33
205C2
W10x33
201C2
W10x33
200C2
W12x65
204C1
W12x65
203C1
W10x39
200C1
W10x33
211C1
W10x45212C1
W10x49
215C1
W10x39217C1
W10x45
217C3
W10x39
218C1
HSS10x10x3/
8
234B1
W12x26
234B3
W14x22
234B
2W1
4x22
233B
2W2
1x50
233B
1W2
1x55
232B
2W2
1x55
232B
1W2
1x68
231B
2W2
1x73
231B
1W2
1x73
230B
3W2
1x93
230B1W21x44
230B
2W2
1x83
229B
2W2
1x55
229B
1W2
1x50
228B
2W2
1x50
228B
1W2
1x50
226B
1W2
1x62
225B
2W2
1x62
237B4(EL: 99-6)
W18x50
224B
3W2
1x44
225B
1W2
1x44
223B
3 W10x1
222
3B4
W10x1
222
4B2
W12x1
9
222B1W21x44
221B
3W1
0x12
222B
2W1
0x12
220B2
W18x35
223B
1W1
0x12
223B
2W1
8x40
236B
4(EL
: 99-6
)W1
8x40
238B
1(EL
: 99-6
)W1
8x40
238B
2(EL
: 99-7
)W1
8x35
237B
3(EL
: 99-7
) W10
x12
232B3(EL: 92-73/16)W24x55 231B3(EL: 92-67/8)W24x62 230B4(EL: 92-613/16)W24x62 229B3(EL: 92-65/8)W24x62 228B3(EL: 92-73/16)W24x62 224B1(EL: 92-7)W24x76218C2
HSS10x10x3/
8
217C2
W10x45
212C2
W10x49
220B1W12x19
220B3W18x35
235B1(EL: 99-6)
W18x50236B3(EL: 99-6)
W18x50
221B
2W1
8x35
221B
1W1
8x40
236B
1(EL
: 99-6
)W1
8x40
220B
4W1
0x12
221B
1W1
8x40
222B
3W1
8x40
236B
2(EL
: 99-6
)W1
8x40
201C1
W10x30201C1
W10x30
201C1
W10x30207C2
W10x30
233B
3W2
1x50
228B4
W8x18 226B2W8x18227B2
W8x18
227B1
W8x18
227B
3 W8x1
8 227B4W8x18
235B3(EL: 99-6)
W8x10
235B
2(EL: 9
9-6) W8
x10
238B
4(EL
: 99-6
)W1
8x40
237B1(EL: 99-6)
W8x10238B3(EL: 99-6)
W8x10
239B
1(EL
: 99-7
)W1
8x35
239B
2(EL
: 99-7
)W1
0x12
237B
2(EL
: 99-7
)W1
8x35
237B
3(EL
: 99-7
) W10
x12
239B3(EL: 9
6-61/2)
W10x12
239B4(EL: 96-61/
2)C12x20.7
240B2
(EL: 96-61
/ 2)
(EL: 95-31
/ 4)C12x20.7
240B1(EL: 9
6-61/ 2)
(EL: 97-93
/ 4)
C12x20.7
240B3(EL: 96-61
/ 2)
W14x22
219C
1HS
S6x6x
1 / 4
247B1(EL: 96-61
/ 2)
(EL: 95-31
/ 4)
C12x20.7
RA
R3
7
5
H
G
K
RR
RL
9-0
9-0
20-1
15-1015-10
7-01 / 2
10-113
/ 1615
-41 / 4
13-39/16
9-0
17-51 / 2
12-05/8
11-21 / 2
2-218
-8
16-0 16-0 19-4 26-8
31-615/16
32-05 / 1
6
13-4
14-0
16-6
9-8
4-65-0
8-48-28-08-08-08-07-117-117-013/168-93/16 2-10
8-21/45-73/47-24-101/45-113-1 5-03/86-94-313/163-103/8
6-36-8
4-99/16
2-7
6-597 / 16
6
2-10
5-01/16
4-15/8
7-17 / 8
4-11 / 8
1-87 / 1
67-97 / 1
6
31-17 / 8
4-10
15-3
4-11
0
10-2 F.V.
CHORD 22-0
CHORD 22-0
73 / 4
7-01 / 2
1-0
1-0
4-3
16.64°
16.64°
22.5°
67.5°
62.5°
52.5°
9.99°
72.5°
RA
3
R2
L
M
1 94 10.51.5 2 2.5
H.5
X-5
PX-
2T
S
G.5
RU
Q
R=76-0
11
10
0.5
12
13
N
(SEQ
#2)
(REF
. DW
G. N
O. S
101)
TOP
OF S
TEEL
ELE
VATI
ON =
94-4
(U.N
.O)
MAI
N L
EVEL
FR
AMIN
G P
LAN
(HANGER)
(HANGER)
(HANGER)
PLAN
NOT
ES:
1. [X
X] IN
DICA
TES N
UMBE
R OF
3 /4"
DIA.
x3" H
EADE
D ST
UDS E
QUAL
LY SP
ACED
O
N BE
AMS [
U.N.
O.].
2.
IN
DICA
TES M
OMEN
T CON
NECT
ION.
3. FO
R M
ISCEL
LANE
OUS P
LAN
REFE
R E2
001.
4. F.V
. INDI
CATE
S FIEL
D VE
RIFY
.
5.
I
NDIC
ATES
1" D
ia A4
90N
CONN
ECTIO
N BO
LTS.
6.
IND
ICAT
ES 1"
Dia
A490
SC CO
NNEC
TION
BOLT
S.
(HANGER)
W18x50 108B1(EL:99-7)
[30]
[30]
[40]
[40]
[40]
[34]
[28]
[30]
[30]
[30]
[20]
[20]
[20]
[20]
[20]
[20]
[20]
[20]
[10]
[10]
W14x22
1 E2002
2 E2002
(EL:97-93/ 4)
C LOF S
PLICE
SEQ#
2SE
Q#2B
1 2
1
1
1
22
TOP &
BOTT
OM
FLANG
ETO
P & BO
TTOM
FLA
NGE
1
1
1
1
22
2
2
1
11
2 FW200
0
1 FW200
0
R1
4
11-0
8-20
174
1FW
2001
4 2 FW200
14
218C
3HS
S10x1
0x3 / 8
219C
2HS
S8x8x
3 / 8
219C
3HS
S8x8x
3 / 8
241B1
W14x30
241B2
W12x14
241B3
W12x14
241B3
W12x14
241B3
W12x14
240B4
W12x14
244M
7
9-10
20-1
0.5
01.5
H.5
G.5
5-01/ 4
5-01/ 4
5-01/ 4
5-01/ 4
103 / 4
PAR
TIAL
FR
AMIN
G &
MIS
CEL
LAN
EOU
S PL
AN(S
EQ#2
)TO
P OF
STE
EL E
LEVA
TION
= 10
9-11
(U.N
.O)
(REF
. DW
G. N
O. S
102)
8 ES2000
SAMPLE DRAWING: STEEL FRAMING PLAN
RECEIVED APPROVAL
X
X
ERECTOR
FIELD
REVISIONS
ARCHITECT
CONTRACTOR
SENT APPROVAL
SHOP NOTES:
SHOP PAINTCH. BY:
DATE
JOB NO.: SHT. NO.:
13/16"DIADR. BY:
UNLESS NOTED
ARCH./ENGINEER
HOLESBOLTS
JOB NAME:
LOCATION:
SURFACE PREP.
UNLESS NOTED
CUSTOMER:
1. ALL W-SHAPES & WT SHAPES SHALL CONFORM TO ASTM A992 GR50 UNLESS NOTED OTHERWISE.2. ALL CHANNELS, S-SHAPES, ANGLES, AND PLATES SHALL CONFORM TO ASTM A36.3. ALL ROUND HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTM A53 GRADE B.4. ALL RECTANGULAR HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTM A500 GRADE B (Fy=46ksi).5. ALL WELDING TO BE DONE IN ACCORDANCE WITH ANSI/AWS D1.1, STRUCTURAL WELDING CODE - STEEL, OF LATEST ISSUE, UNLESS NOTED OTHERWISE.
KEY PLAN
A
B
C
D
FOR FIELD USE
1001C1W12x120
1003C1W12x120
1011C1W12x87
3023C1W12x58
3022C1W12x106
3020C1
W12x87
3024C1W12x
87
3021C1W12x120
1020C1W12x106
3019C1W12x136
3018C1W12x120
1019C1
W12x87
3015C1W12x136
3016C1W12x152
3017C1W12x96
3013C1
W12x963012C1W12x152
1000C1
W12x136
1021C1W10x33
1020C2W12x72
3025C4HSS6x6x1/2
3025C2HSS6x6x1/2
3025C3HSS6x6x3/8
3025C1HSS6x6x1/4
3026C1HSS6x6x1/4
3026C2HSS6
x6x1 / 4
3047B3
W18x46
3049B1
W16x31
3050B1
W16x31
3039B1
W18x35
3040
B4W2
4x55
3045
B3W2
4x55
3051
B2W2
4x68
3038B3 W16x31
3040B3
W21x44
3046B1
W21x44
3058B1
(+114-7 1/2)
HSS12x6x 3/8
3048B1
W14x22
3049B2
W12x14
3048B4
W10x15
3049B4
W10x153049B4
W10x15
3050B2W10x15 3049B3
W10x153048B3
W10x153048B2
W10x15
3047B2
W14x22
3047B2
W14x22
3047B4
W14x22
3047B1
W12x16
3046B4
W12x143046B3
W12x143046B2
W12x143045B4W12x14
3040B2
W14x22
3040B1
W14x22
3039B4
W12x16
3039B3
W12x14
3039B2
W12x143038B4
W12x14
1023B2 W18x35
4011B4 W18x35
3052B2 W18x40
1047B4 W18x40 3053B3 W18x40
3050B3 W24x68
3044B1 W16x45
3042B1 W16x45 3051B4 W21x44
3051B4 W21x44
3053
B2W2
1x50
3052B1
W21x50
1024
B4W2
4x68
1032
B1W2
1x48
1038
B1W2
1x48
W8x13
W8x13
W8x13W8x1
3
3041
B2W1
8x35
9013
B4W1
8x35
3042
B3W1
8x35
3041
B3W2
1x83
3043B3 W14x22
3042B2 W12x14
3043B1 W14x22
3041
B4W8
x13
3045
B2C=
3 / 4W1
6x31
3045
B1C=
3 / 4W1
6x31
3044
B4C=
3 / 4W1
6x31
3044
B3C=
3 / 4W1
6x31
3044
B2C=
3 / 4W1
6x26
3050
B4W1
0x15
3051
B3W1
0x15
9013
B4W1
8x35
3053
B1W1
6x26
3054
B4W1
2x19
3054
B1W1
2x19
3054
B2W1
2x19
3054
B3W1
2x19
3053
B4W1
2x19
3055B2W21x68
1052
B3
W24x7
6
3056B3W12x19 30
56B2
W14x2
2
3055
B4W1
2x14
3056
B1W1
2x14
3029B5 W18x503057B2W14x22
3057
B3W1
0x12
3056
B4W1
0x12
1052
B2(+1
13-7)
W12x1
4
W14x223029B4 (+113-7) W10x15 W1
0x12
3052B4 (+113-7) W10x15
(+113-31/2)W8x31
(+113-31/2)W8x31
B_27
(+113
-31 / 2)
W8x31
3051
B1(+1
13-31 / 2
)W8
x31HSS12x6x 3/8
1022C1HSS6
x6x3 / 8
1049B1
W21x55
1050B1(+113-7)
W14x43
1052B4 W10x
33
1052B1
(+113-7)W10x15
1050B2
(+113-
7)W10x
15
3057
B4(+1
13-7)
W10x1
5
3043
B2 W12x1
430
57B1
W10x1
5
3055B3 W10x15 3055B1 W10x153055B1 W10x15
3058B2 (+112-4) HSS18x6x5/8
3058B5
(+112-4)HSS12x6x3/8
D
E
F
G
G.5
G.6
H
11.92 1.82.8
0.7
0.5
0.4
0.3
9-62-2
7-4 18-0
13-5 5/8
8-6 3/8
15-5 5/8
30-0
30-0
15-0
3-11
11-1
1-1
31-03 / 4
7-4
2-10
2-3 1/4
6-6
2-41 / 2
5-75 / 1
6
1-211
/ 16
4-67 / 8
8-210
-51 / 8
22-11/4
30-0
10-33 / 1
6
6-10
6-915/16
3-915
/ 1611
-51 / 2
5-6
28-0
5-11 / 2
5-11 / 2
5-11 / 2
5-11 / 2
5-11 / 2
5-11 / 2
6-0
6-0
6-02-2
3 / 43-6
2-92-4
1 / 2
22-0
8-11 1/4
11-51 / 2
13-101/8
7-0 9-6 9-6 9-0 9-0
19-73/8
3-43 / 4
3-020-03/4
4-111/2 4-117/16
1-61/4
2-113 / 44-2
1 / 8
4-65/8 11-33/4 25-4
1-2
1-2
8-11 1/4
5-1 1/4
1-11 1/8
2-23 / 4
3-6
2-5 1/4
1-11
1-05 / 8
3-63 / 4
3-91 / 4
1-63 / 4
3-11
10-01 / 4
4-71 / 4
6-101/8 7-0 9-3 9-9 9-0 9-0
11-51 / 2
60°
TRUE NORTH
SECOND FLOOR FRAMING PLAN - AREA C
PLAN NOTES:1. FOR MISCELLANEOUS PLAN REFER SHEET E3012. (XX) INDICATES THE NUMBER OF 3/4"x 51/2" SHEAR STUDS UNIFORMLY DISTRIBUTED ALONG THE TOP FLANGE OF THE BEAM [U.N.O.]3. INDICATES MOMENT CONNECTION4. INDICATES 3/4" Dia A325SC CONNECTION BOLTS
(TOP OF STEEL ELEVATION) = 114-91/2 (U.N.O.)(REF.DWG.S112.C)
1
PLAN NORTH
3
K.9
M.1M
2.5
AREA
-BM
ATCH
LINE
AREA
-C
AREA-CAREA-D MATCHLINE
(30)
(14)
(14)
(14)
(14)
(14)
(22)
(24)
(24)
(24)
1ES300
ES3002
4ES300
ES3005
6ES300
ES3007
5ES301
ES3007
ES300
9ES300
8
ES30010
ES3015
1ES301
ES3012
3ES301
4ES301
5ES301
6ES301
5ES301
ES3016
5ES301
5ES301
ES3016
6ES302
(SEQ#1)
(SEQ#
1)
(SEQ#
1)(SE
Q#1)
(11)
(19)
(11)
(28)
(33)
(11) (11
)
(6)
(11)
(16)
(SEQ#
1)
(SEQ#1)
22
5. INDICATES 1" Dia A325SC CONNECTION BOLTS 2
2 22
2
2
6ES301
1E304
6ES301
E3042
1E305
2E305
J.9
(8)
(8)
(17) (35)
(32)(19)
OPNG.6
(12)
STAIR OPNG.
TYP.
1ES301
TYP.
TYP.
ES3008
TYP.
TYP.
2ES302
E3062
2 2
ES3027
TYP.
OPNG.
OPNG.
OPNG.
(SEQ#3)
TYP.
ES3035
TYP.
TYP.
3ES303
ES30110
SIM.
6. INDICATES 2"ø HOLES IN HSS FOR CLOSED CELL SPRAY APPLIED FOAM INFILL *
*
*
*
SAMPLE DRAWING: STEEL FRAMING PLAN
1056B1
(EL: 152-8)C10x15.3
1055B1
(EL: 152-8)C10x15.3
1050
B1(EL
: 152
-8)C1
0x15
.3
1051
B1 (EL: 1
52-8)
C8x1
1.5
1053B1(EL: 152-8)
C8x11.51054
B1(EL
: 152
-8)C8x1
1.5 1037
B1 C10x
15.3
1023B1C8x11.5
1047B1(EL: 152-8)
C8x11.5
1017B
1C8
x11.5
1017B1C8x11.5
1017B1C8x11.5104
6B1 (EL
: 152-8
)
C10x1
5.3
1023B
1C8
x11.5
1023B1C8x11.5 1023B1
C8x11.5 1024B1
C8x11.5
1040B
1
C8x11
.51034B1
C10x15.3
1024B
1
C8x11
.5
1024B1
C8x11.5 1024B1
C8x11.51052B1
(EL: 152-8)
C10x15.3
1049B1
(EL: 152-8)C10x15.3
1017B1C8x11.5
1031
B1C1
0x15
.3
1048B1 (EL: 152-8) C8x11.5
1006C1C8x11.5
1009C1C8x11.5
W14x43
W14x43
1021B1
C10x15.3
1024B
1C8
x11.5
1029B1
C8x11.5
1016B
1C8
x11.5
1016B1C8x11.51016B1
C8x11.5
1017B1C8x11.5
1023B
1C8
x11.5
1026B1 C8x11.5
1023B1C8x11.5
1017B
1C8
x11.5
1017B1C8x11.51017B1
C8x11.5
1025B1C8x11.5
1204S1
1036B1C10x15.3
1035B1C10x15.3
1038B1
C10x15.3
1039B1 C10x15.3
1033B1
C10x15.3
1041B1C10x15.3
1019
B1
C10x
15.3
1018B1C10x15.3
1027B1
C10x15.3
1020B1
C10x15.3
1022B1
C10x15.3
1030B1 C10x
15.31032B1C10x15.3
1173R
1
1174R1
1178R1
1176R1
1180R1
1177R1
1179R1
1171R
1
1181R1
1213M1
1028
B1W1
0x22
1045B1 C8x11.5
1044B1 C8x11.5
1042
B1C8
x11.5
1043
B1C8
x11.5
1218M11218M1
1178R1
1203S1
1172R1
1173R
1
1171R11171R1
1171R1
1171R
1
1171R1 1171R1
1171R1
5 6
J
H
25-0
22-0N.T.S.
11-11 14-0
3-410
22
3-0
5-9TYP.
3-1TYP.
8-1
2-8 3-6 5-9
14-6
4-31 / 2
1-0
5-9TYP.
3-1TYP.
1-2 1-6
3-6TYP.
5-9TYP.
4-31 / 2
1 3/16TYP.
21 /2
5-92-0
3-9
15 /16
15 /16
33 / 4
13/16TYP.
6
6
6
66
6
6
6
6
6 7/8
6
117 / 16
6
113 / 4
3-6
1-2 1-3
1-21-6
1-2
313/ 16
81 /2
7-05-4
3-10
5-43 / 1
63 / 1
6
(EXIST.)
(EXIST.)
0°
45°
90°
135°
180°
225°
270°
315°
0°
45°
90°
135°
180°
225°
270°
315°
292.5°
247.5°
202.5°
T/LANDING EL. 152-91/4 T/LANDING EL. 149-91/4
ES1002
ES1003
E1071
E1072
ES1004
(REF.DWG. 32A8-04)TOP OF STEEL EL: 149-8 (U.N.O.)
FRAMING PLAN @ EL: 149-8
(EXIST.)
(EXIST.)
UP
W14x111
W14x111
1ES100 TYP.
1TYP.
ES100
1SIM. ES100
PLAN NOTES:1. FOR GRATING PLAN REFER SHEET E1032. FOR STAIR ELEVATION REFER SHEET E107
E105HOLES PAINT DRAWN CHECKED SHEET # JOB #
UNLESS NOTED
LOCATION
PROJECT
ARCHITECT
CONTRACTOR
APPROVAL/FABRICATION/REVISION
REV DATE DESCRIPTIONREFERENCE A-253
----------
SAMPLE DRAWING: FRAMING PLAN
HOLES PAINT DRAWN CHECKED SHEET # JOB #
UNLESS NOTED
LOCATION
PROJECT
ARCHITECT
CONTRACTOR
APPROVAL/FABRICATION/REVISION
REV DATE DESCRIPTIONREFERENCE
E100
103C1W12x53
104C1W12x53
105C1W12x40
100C1W12x53
101C1W12x53
102C1W12x40
106B3 W8x24 106B4 W8x24
106B2 W8x24106B1 W8x24
107B
2(E
L: 11
1-3)
W8x
24
107B
1W
8x24
108B
1(E
L: 11
1-3)
W8x
24
A B C
1
2
7-6 19-101/2
16-0
5 /8
7-6 19-101/2
16-0
5 /8
A B C
1
2
3E101
E1011
2E101
1E102
2E102
TOP OF ELEVATION: 108-0 (U.N.O.)(REFER DESIGN DWG. NO. S-201)
STRUT FRAMING PLAN
1. INDICATES BRACE BAYS.PLAN NOTE:
103C1W12x53
104C1W12x53
105C1W12x40
100C1W12x53
101C1W12x53
102C1W12x40
109B3 W14x22 117B1 W16x67
116B1 W16x67109B1 W14x22
108B
2W1
2x26
111B
1W1
6x45
115B
1W1
2x26
110B
1W1
2x26
112B
1W1
6x45
113B
1W1
2x26
114B
1W1
2x26
109B2 W10x15
109B2 W10x15
121B3 C6x8.2 121B4 C6x8.2121B5 C6x8.2
116B2 W14x26
116B2 W14x26
116B2 W14x26
116B2 W14x26
133B2 C6x8.2 121B4 C6x8.2 121B5 C6x8.2
133B1C6x8.2 121B4 C6x8.2 121B5 C6x8.2
131B6 C6x8.2 121B4 C6x8.2 121B5 C6x8.2
121B3 C6x8.2 121B4 C6x8.2 121B5 C6x8.2
131B5 C6x8.2121B4 C6x8.2
121B5 C6x8.2
131B2C6x8.2
121B4 C6x8.2
121B3 C6x8.2121B4 C6x8.2
121B5 C6x8.2
121B1 C6x8.2
121B2 C6x8.2120B5 C6x8.2
120B4 C6x8.2
120B2 C6x8.2
120B2 C6x8.2
120B2 C6x8.2
120B2 C6x8.2
120B2 C6x8.2
120B3 C6x8.2
120B2 C6x8.2
120B2 C6x8.2
120B1 C6x8.2
131B1 C6x8.2
131B1C6x8.2
132F
R1C6
x8.2
131B
3C6
x8.2
131B
4C6
x8.2
A B C
1
2
7-6 19-101/2
16-05 / 8
7-6 19-101/2
16-05 / 8
4-0 3-6 5-01/2 4-71/2 4-71/2 5-7
1-93 / 8
1-93 / 8
1-93 / 8
1-93 / 8
1-93 / 8
1-93 / 8
1-93 / 8
1-93 / 8
1-93 / 8
83 / 8
1-93 / 8
1-93 / 8
1-93 / 8
1-93 / 8
1-93 / 8
1-93 / 8
1-93 / 8
1-93 / 8
1-93 / 8
2-31 / 8
1-93 / 8
1-01 / 8
11-0
1-03 / 4
1-37 / 1
6 1-51 / 1
6
1-71-0
3 / 41-9
3 / 8
513/ 16
1-51 / 1
61-7
1-103 / 8
1-6
1-6513/16
1-103 / 8
1-27 / 8
1-6
915/ 16
A B C
1
2
1. INDICATES BRACE BAYS.PLAN NOTE:
FRAMING PLAN ELEV.-119-1(REFER DESIGN DWG. NO. S-201)TOP OF ELEVATION: 119-1 (U.N.O.)
ES1005
TYP.
TYP.1
ES100
ON SHEET ES100REFER TYP.DETAIL
1E101
2E101
3E101 E102
1
2E102
TYP.ES100
7
103C1W12x53
104C1W12x53
105C1W12x40
100C1W12x53
101C1W12x53
102C1W12x40
119B1 (EL: 132-3) W10x22117B2
(EL: 132-3)
W8x18
117B2
(EL: 130-103/16)
W8x18 118B3 (EL: 130-103/16) W10x22
118B
1(E
L: 13
1-1)
W8x
24
117B
4
(EL:
130-
103 /
16)
(EL:
132-
3)
W10
x22
117B
3(E
L: 13
0-10
3 /16
)(E
L: 13
2-3)
W10
x22
118B
2(E
L: 13
0-0)
S10x
35
1
2
A B C7-6 19-101/2
16-0
5 /8
7-6 19-101/2
16-0
5 /8
66
1-0
2-91/2
A B C
1
2
4ES100
2ES100
ES1003
TOP OF ELEVATION: VARIES (U.N.O.)(REFER DESIGN DWG. NO. S-201)
ROOF FRAMING PLAN
E102E102
E1011
21
2E101
1. INDICATES BRACE BAYS.PLAN NOTE:
103C1W12x53
104C1W12x53
100C1W12x53
101C1W12x53
119B4 W12x26
119B4 W12x26
118B4 W12x26
118B4 W12x26
119B
2W
16x4
0
119B
3
W16
x40
A B
1
2
7-616
-05 /
8
7-6
7-6
1-05
/ 8
TOP OF ELEVATION: 136-9 (U.N.O.)(REFER DESIGN DWG. NO. S-201)
FRAMING PLAN ELEV.-136-9
3D VIEW
3D VIEW OPPOSITE
SAMPLE DRAWING: STEEL FRAMING PLANS
HOLES PAINT DRAWN CHECKED SHEET # JOB #
UNLESS NOTED
LOCATION
PROJECT
ARCHITECT
CONTRACTOR
APPROVAL/FABRICATION/REVISION
REV DATE DESCRIPTIONREFERENCE
E101
103C
1W
12x5
3
104C
1W
12x5
3
105C
1W
12x4
0
106B3 W8x24 106B4 W8x24
109B3 W14x22 117B1 W16x67121B1(EL: 119-1)(EL: 119-1)C6x8.2
119B4 W12x26
119B1 W10x22117B2 W8x18
123VB1
L3x3x 5/16123VB
2
L3x3x
5 / 16
124VB2
L3x3x 5/16124VB1
L3x3x5/16
128VB1
HSS5x5x 1/4
A B C
10-11
1 /2
11-1
13-2
4-103 /
86-2
5 /8
10-11
1 /2
11-1
13-2
4-6
5-21 /
45-9
1 /4
9-111/4 9-111/4
3-9 3-9
715/ 1
6
1-45 /
16
1-45 /
1610
1 /4
1-1 7/8
1-1 13/16
515/16
515/16
915 / 16
10 1/2101 / 2
9 15/16
5 15/16
5 15/16
1 1
17-1 2-91/2
1277/1631.79
813/16
1236.29
813/16
12
36.29
1257/826.07
1257/826.07
EL: 97-01/2B.O.B.P.
EL: 132-3T/STEEL
EL: 119-1T/STEEL
EL: 108-0T/STEEL
EL: 97-01/2B.O.B.P.
EL: 132-3T/STEEL
EL: 119-1T/STEEL
EL: 108-0T/STEEL
T/STEELEL: 136-9
E101ELEVATION VIEW ALONG GRIDLINE-1
(REF. ERECTION SHEET# E100)(REF. DESIGN DWG. NO.1/S301)
1
TYP.CONNECTION BOLTS3/4" DIA. A325N
TYP.GUSSET PLATE3/8" THICK
A325N BOLT.3/4" DIA.
TYP.WORK POINT
TYP.WORK POINT
7-6 19-101/2
100C
1W
12x5
3
101C
1W
12x5
3
102C
1W
12x4
0
106B2 W8x24106B1 W8x24
116B1 W16x67109B1 W14x22
119B4 W12x26
117B2 W8x18 118B3 W10x22
123VB3
L3x3x5/16123VB4
L3x3x 5/16
124VB1
L3x3x5/16124VB2
L3x3x 5/16
125VB2
L3x3x5 / 16125VB1
L3x3x 5/16
1PW2(EL: 97-11/2)(EL: 97-11/2)PL1/4x21PW2(EL: 97-01/4)(EL: 97-01/4)PL1/4x2
A B C
10-11
1 /2
5-1013
/ 16
11-93 /
1611
-1
11-1
10-11
1 /2
11-93 /
16
5-25 /
165-9
3 /16
4-103 /
86-2
5 /8
5-51 /
26-3
11/ 1
6
9-111/4 9-111/4
6
515/16
63/16 6 3/16
6
5 15/16
515/165 15/16
61 / 86 1/8
61 / 86 1/8103 /
16
103 /
161-4
5 /16
1-45 /
16
715/ 1
6
715/ 1
61 1
2-91/2
1269/16
28.78
1269/1628.78
1257/826.07
1257/8
26.07
1263/16
27.20
1263/1627.20
B.O.B.P.
EL: 108-0T/STEEL
T/STEEL
T/STEEL
T/STEEL
EL: 97-01/2
EL: 119-1
EL: 136-9
T/STEELEL: 108-0
T/STEELEL: 119-1
T/STEELEL: 130-103/16
B.O.B.P.EL: 97-01/2
EL: 130-103/16
E101 (REF. ERECTION SHEET# E100)(REF. DESIGN DWG. NO.2/S301)
2
TYP.CONNECTION BOLTS3/4" DIA. A325N
TYP.GUSSET PLATE3/8" THICK
ELEVATION VIEW ALONG GRIDLINE-2
TYP.A325N BOLT3/4" DIA.
TYP. WORK POINT
TYP.WORK POINT
7-6 19-101/2
103C
1W
12x5
3
100C
1W
12x5
3
107B2 W8x24
108B2 W12x26
119B2 W16x40
127VB2
HSS4x4x 1/4127VB1
HSS4x4x1 / 4
126VB1
L3x3x 5/16
126VB2
L3x3x5 / 16
1 21 216-05/8
14-21 /
27-1
017
-8
14-21 /
27-1
017
-8
8-05/16 8-05/16
8-2
1-0 13/16 1-013 / 16
1-03 /
16
1-03 /
16
8-21-41-4
16-4
88 5/16
8 5/1685 / 16
1-31/ 4
1-3 5/16
12
107/842.18
12
107/842.18
111/16
1242.65
111/16
12
42.65
EL: 97-01/2
EL: 119-1
EL: 136-9T/STEEL
T/STEEL
B.O.B.P.
EL: 111-3T/STEEL
EL: 97-01/2
EL: 119-1
EL: 136-9T/STEEL
T/STEEL
B.O.B.P.
EL: 111-3T/STEEL
TYP.CONNECTION BOLTS3/4" DIA. A325N
TYP.GUSSET PLATE
3/8" THICK
E101 (REF. ERECTION SHEET# E100)(REF. DESIGN DWG. NO.A/S302)
3 ELEVATION VIEW ALONG GRIDLINE-A
TYP.PLATE EACH SIDE OF WEB
3/8" THICK STIFFENER
A325N BOLT. 3/4" DIA.
TYP.WORK POINT
129M3
129M1
129M2129M4
130M1 130M2 130M3
A B C
1
A
A
B
B
C
C
1 1
2 2
7-6
16-05 /
8
7-6 19-101/2
16-05 /
8
4-215/16
1/83-57/8
1/8 1/84-107/16 5-45-03/8
1/84-73/8
4-215/161/8
3-57/81/8
5-03/81/8
4-73/81/8
4-73/81/8
5-915/16
5-013
/ 16
1 /8
9-107 /
16
2-71 /
8 1 /8
10-81 /
41 /
83-1
1 /2
19-101/2
3
1-11
47 /8
47 /821 /
4
3
3
21 /4
1-61/2
1-61/2
1-61 /
21-6
1 /2
3) INDICATE CHECKERED PLATE SPAN. 2) INDICATE CHECKERED PLATE. 1) FOR FRAMING PLAN REFER SHEET E100. PLAN NOTE:
TOP OF CHECKERED PLATE ELEVATION: 119-11/4 (U.N.O.)CHECKERED PLATE PLAN
(REFER DESIGN DWG. NO. S-201)
TYP.6
ES100
TYP.6
ES100
PERIPHERYALONGTYP.
1ES100
SPAN
SPANSP
AN
SPAN
SPAN
SPAN
SPAN
ES1006
TYP.
ES1006
TYP.
SPAN
SPAN
ES1006
TYP.
OPENINGAROUNDTYP.
1ES100
7ES100
7ES100
122HB6L3x3x1 / 4
122HB1
L3x3x1 / 4
122HB2
L3x3x1 / 4
122HB3L3x3x1 / 4
122HB4
L3x3x1 / 4
122HB5L3x3x1 / 4
A
A
B
B
C
C
1
2 2
1
2
7-6 19-101/2
16-05 / 8
16-05 / 8
7-6 19-101/2
4-101/2 15-0
3-53 / 4
5-01/2
6-46-2
7 / 8
2-1013
/ 165-1
03 / 16
7-35 / 8
511/16 4-613/16 14-10
22
2
22
5
31 / 251 / 8
23 / 4
27 / 8
49 / 1663 / 8
3
213 / 1633 / 8
55 / 16
311 / 16
1275/8
32.41
1275/8
32.41
126
26.48
126
26.48
12
89/1635.51
12
89/1635.51
(REFER DESIGN DWG. NO. S-201)TOP OF HORIZONTAL BRACE ELEVATION: 118-111/2 (U.N.O.)
HORIZONTAL BRACING PLAN
BOLTS (TYP.)3/4" DIA. A325N
1) FOR FRAMING PLAN REFER SHEET E100. PLAN NOTE:
ON SHEET ES100REFER TYP.DETAIL
SAMPLE DRAWING: BRACING VIEWS & PLANS
RECEIVED APPROVAL
X
ERECTOR
REVISIONS
ARCHITECT
CONTRACTOR
SENT APPROVAL
SHOP NOTES:
SHOP PAINTCH. BY:
DATE
JOB NO.: SHT. NO.:
DR. BY:
UNLESS NOTED
ARCH./ENGINEER
HOLESBOLTS
JOB NAME:
LOCATION:
SURFACE PREP.
UNLESS NOTED
CUSTOMER:
1. ALL W-SHAPES & WT SHAPES SHALL CONFORM TO ASTM A992 GR50 UNLESS NOTED OTHERWISE.2. ALL CHANNELS, S-SHAPES, ANGLES, AND PLATES SHALL CONFORM TO ASTM A36.3. ALL ROUND HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTM A53 GRADE B.4. ALL RECTANGULAR HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTM A500 GRADE B (Fy=46ksi).5. ALL WELDING TO BE DONE IN ACCORDANCE WITH ANSI/AWS D1.1, STRUCTURAL WELDING CODE - STEEL, OF LATEST ISSUE, UNLESS NOTED OTHERWISE.
E5005
13/16"DIA
------
3/4" DIA A325N
B
C0
FIELD
X
5000
C1W
12x4
0
5005
C2W
27x1
61
5005
C1W
27x1
94
5004
C1W
27x1
94
5003
C1W
27x1
94
5002
C1W
27x1
94
5001
C2W
27x1
94
5001
C1W
27x1
94
5000
C2
W18
x119
5030
C1HS
S8x8
x1 /4
5053B1W16x265052B2W16x26
5057B3W10x335057B3W10x33
5080VB6
C8x11.5
5069V
B3
C8x11
.5
5068VB2
C8x11.5
5068V
B1
C8x11
.5
5069VB1
C8x11.5
5069VB2
C8x11.5
5068V
B6
C8x11
.5
5068VB2
C8x11.5
5068VB3
C8x11.5 5068V
B1
C8x11
.5
5047B1W18x46
5071VB5
C4x4.5
5071VB6
C4x4.5
5071VB4
C4x4.5
5051B4W14x22 5052B1W14x22 5053B2W16x26 5054B2W16x315054B1W16x26
5046B3W14x22
5059G7W8x28
5059G7W8x28
5059G7W8x28
5059G7W8x28
5064G6W8x28
5059G8W8x28
5059G8W8x28
5059G8W8x28
5059G8W8x28
5059G8W8x28
5060G1W8x28
5060G1W8x28
5060G1W8x28
5060G1W8x28
5060G1W8x28
5060G1W8x28
5060G1W8x28
5060G1W8x28
5060G1W8x28
5060G1W8x28
5060G2W8x28
5060G2W8x28
5060G2W8x28
5060G2W8x28
5060G2W8x28
5060G3W8x28
5060G3W8x28
5060G3W8x28
5060G3W8x28
5060G3W8x28
5062G5W8x28
5062G5W8x28
5062G5W8x28
5064G5W8x28
5060G4W8x28
5068VB4
C8x11.5
5092
C1W
27x1
61
5091
C1W
27x1
94
5090
C1W
27x1
94
5089
C1W
27x1
94
5088
C1
W27
x194
5087
C1W
27x1
94
5086
C1W
27x1
94
5085
C1W
18x1
19
5056B4W10x335057B5W10x33
5080V
B2
C8x11.
5 5083VB3
C8x11.5
5081VB4
C8x11.55081V
B5
C8x11.
5 5081VB6
C8x11.5
5082VB1
C8x11.5
5059G7W8x28 5062G5W8x28
5059G7W8x28 5062G5W8x28
5059G8W8x28 5060G1W8x28 5060G1W8x28 5060G2W8x28 5060G3W8x28
5059G7W8x28
5062G5W8x28
5075M5
5072M17 5072M17 5072M17 5072M17 5072M17 5072M17 5072M17 5072M17 5072M17 5072M17 5072M17 5072M17
5072M17 5072M17 5072M17 5072M17 5072M17 5072M17 5072M17 5072M17
5078VB1
C4x4.5
5072M17 5072M17 5072M17
5072M17
5072M17 5072M17 5072M17 5072M17 5072M17 5072M17 5072M17 5072M17 5072M17 5072M17 5072M17 5072M17
5072M17
5072M17
5072M17 5072M175072M17 5072M175072M17 5072M175072M17 5072M175072M17 5072M17
5072M17
5072M17
5072M17
5072M17
5072M17
5072M17 5072M17
5072M17 5072M175072M17 5072M175072M17 5072M175072M17 5072M175072M17
5072M17 5072M175072M17 5072M175072M17 5072M175072M17
5072M17
5072M17
5072M17
5072M17
5072M17
5072M11
5072M11
5072M11
5072M11
5072M11
5072M11
5072M11
5072M11
5072M11
5072M11
5072M11
5072M11
5072M11
5072M11
5072M11
5072M11
5072M13
5072M13
5072M13
5072M13
5072M13
5072M13
5084M3
5084M3
5084M3
5084M3
5084M3
5084M3
5084M3
5084M3
5069VB2
C8x11.5
5107B1W16x405107B2W16x405107B3W16x405107B4W16x405107B4W16x405108B1W16x40
5108B2W16x40
G.20D.80 E.30 F.30E.80 F.70D.55 G.60
41-417-111/2
20-715/1620-81/161-0
GIRT LINE
11 /2
36-9
1-5 11/161-51
1 / 16
83 / 8 10 15/16
18-011
/ 16
18-85 /
16
9 9
1-01 /
8
1-01 /
8
2-01 /
8
2-01 /
81-01 /
8
1-01 /
8
1-01 /
8
1-31/2GIRT LINE
15-0
7-31 /
24-2
1 /2
9-09-0
9-09-0
7-87 /
8
5-58-7
2-01 /
811
-117 /
88-6
5-6
16-01 /
431
-51 /4
30-515
/ 16
15-87 /
16
14-5
12-6
14-0
9-09-0
9-09-0
7-87 /
8
41-11
51-87 /
8
11 /2
14-5
11 /4
10-81/2 10-81/2 10-81/2 10-81/2
18-31/2 18-9 21-5 21-5 22-6 22-5 22-81/2
7-811
/ 16
1-35 /
16
7-811
/ 16
1-35 /
16
101 / 4
9 3/4
10 1/4
911 / 16
5
101 / 4
9 3/4
5
1-1
81 /2
1-19 / 16
8
10 1/4
911 / 165
101 / 16
9 9/16
5 10 1/16
101 / 16
9 5/895 / 8
5
10 1/16
99 / 16
5
8 7/16
87 / 168 3/8
83 / 8
8
81 /2
1-0 15/161-19 / 16
1-08-0
5-04-0
1-51/2GIRT LINE
5-04-0
43/16 61/4
57 /16
35 /8
TYP. ATBOTH END1/4 4
TYP. ATBOTH END1/4 4
1/4
1/4
1/4
1/4
TYP. ATBOTH END1/4 4
TYP. ATBOTH END 1/4 4
TYP. ATBOTH END 1/4 6
TYP. ATBOTH END1/4 6
TYP. ATBOTH END1/4 6
TYP. ATBOTH END 1/4 6
TYP. ATBOTH END1/4 6
TYP. ATBOTH END1/4 6
TYP. ATBOTH END1/4 6
TYP. ATBOTH END1/4 6
TYP. ATBOTH END1/4 6
TYP. ATBOTH END1/4 6
TYP. ATBOTH END1/4 6
TYP. ATBOTH END 1/4 6
TYP. ATBOTH END1/4 6
TYP. ATBOTH END 1/4 6
TYP. ATBOTH END 1/4 6
TYP. ATBOTH END 1/4 6
TYP. ATBOTH END 1/4 6
TYP. ATBOTH END 1/4 6
1/4
1/41/4
1/41/4
1/41/4
1/4
1/4
1/4
1/4
1/41/4
1/41/4
1/4
1/4
1/41/4
1/41/4
1/41/4
1/4
12
107/1640.96
12
107/1640.96
12
107/1640.97
81/16
1233.97
81/16
1233.97
81/16
1233.97
81/16
12
33.97
81/16
12
33.97
81/16
1233.97
81/4
1234.5781/4
1234.57
81/4
1234.57
81/4
1234.57
81/4
12
34.57
81/4
12
34.57
89/16
1235.61
89/16
1235.61
89/16
12
35.61
89/16
12
35.57
89/16
1235.57
89/16
1235.57
1 ELEVATION VIEW(REF. ERECTION SHEET# E5000)
(REF. DESIGN DWG.# C/S4.06 & E/S4.06)E5005
B.O.B.P.EL:99-01/2
EL:135-91/2T/STEEL
ERECTION BOLTA307 TYP.
H.10 J
EL:113-6GIRT
EL:126-0GIRT
EL:140-0GIRT
EL:149-0GIRT
EL:158-0GIRT
EL:167-0GIRT
EL:176-0GIRT
EL:185-0GIRT
EL:154-0GIRT
EL:168-0GIRT
EL:182-0GIRT
EL:113-6GIRT
EL:128-6GIRT
EL:140-0GIRT
EL:149-0GIRT
EL:158-0GIRT
EL:167-0GIRT
EL:176-0GIRT
EL:185-0GIRT
EL:154-0GIRT
EL:168-0GIRT
EL:182-0GIRT
CL OF SPLICECL OF SPLICECL OF SPLICE CL OF SPLICECL OF SPLICE
CL OF SPLICECL OF SPLICE CL OF SPLICE
EL:192-87/8T/STEEL
EL:162-6T/STEEL
EL:131-5T/STEEL
EL:192-87/8T/STEEL
EL:99-1B.O.B.P.
EL:99-1B.O.B.P. B.O.B.P.
EL:99-01/2B.O.B.P.EL:99-1ERECTION BOLT
A307 TYP.
EL:183-811/16T/STEEL
EL:183-811/16T/STEEL
FOR DETAIL VIEWSEE 1/ES5003
FOR DETAIL VIEWSEE 1/ES5003 FOR DETAIL VIEW
SEE 2/ES5003(TYP.)
(TYP.)
(SIM.)
FOR DETAIL VIEWSEE 3/ES5003
FOR DETAIL VIEWSEE 4/ES5003
FOR DETAIL VIEWSEE 3/ES5003
FOR DETAIL VIEWSEE 3/ES5003
FOR DETAIL VIEWSEE 3/ES5003
FOR DETAIL VIEWSEE 3/ES5003
5033
C1HS
S8x8
x5 /16
5014
C1W
12x3
0
5014
C2W
12x3
0
5015
C1W
12x3
0
5015
C2W
12x4
5
5066VB2
C4x4.5
5066VB3
C4x4.55066VB1
C4x4.5
5040B1W16x265039B2
W14x225038B3W14x225037B4
W16x31
5062G2W8x185058G5W8x24 5077G2W8x21
5077G1W8x21
5058G6W8x21
5058G6W8x215058G5W8x24
5076B1W12x14
5076B2W12x14
5076B3W12x14 5076B4W12x14
5079VB1
C4x4.5
5079VB2
C4x4.5
5079VB3
C4x4.5
5062G2W8x18
C C.40 C.65 C.95 D.4528-7 23-0 23-0 21-0
8-91 /
214
-51 /2
1-0GIRT EXTENSION
36-9
7-61 / 4
5-113 / 4
3 5/835 / 8
1-0 5/16
1-51 / 4
1-05/ 16
1-65 / 81-6 5/8
11-6 11-6
10-95 /
817
-58-6
3 /8
8GIRT EXTENSION1-0
GIRT LINE
19-51 /
217
-31 /2
7
7
6 6
1-5 3/8
TYP. ATBOTH END1/4 4
TYP. ATBOTH END 1/4 4
TYP. ATBOTH END 1/4 5
TYP. ATBOTH END1/4 4
TYP. ATBOTH END 1/4 4
TYP. ATBOTH END 1/4 4
1/4
1/4
1/4
1/4
1/4
1/4 1/4
1/4
12
3/81.71
12
5/161.42
12
111/842.87
12
111/842.87
12
111/842.87
12
71/1630.37
12
9/162.67
12
615/1630.14
12
71/1630.37
2 ELEVATION VIEW(REF. ERECTION SHEET# E5000)(REF. DESIGN DWG.# E/S4.02)
E5005
EL: 135-91/2T/STEEL
EL:127-0GIRT
EL:113-6GIRT
EL:99-01/2B.O.B.P. B.O.B.P.
EL:99-01/2
EL: 135-91/2T/STEEL
ES50016 TYP.
EL:121-01/4T/STEEL
ERECTION BOLTA307 TYP.
GIRTEL:118-6
T/STEELEL: 121-01/4
GIRTEL:127-0
8ES5001
8ES5001
EL:134-7T/STEEL
EL:134-7T/STEEL
SAMPLE DRAWING: BRACING & GIRT ELEV. VIEWS
E208HOLES PAINT DRAWN CHECKED SHEET # JOB #
UNLESS NOTED
LOCATION
PROJECT
ARCHITECT
CONTRACTOR
APPROVAL/FABRICATION/REVISION
REV DATE DESCRIPTIONREFERENCE S-412
----------
2010
C1W
12x5
0
2020
C1HS
S5x5
x1 /4
2102B1 W16x26
2159B1W12x19
2064
C1W
12x5
0
2220VB1
HSS4x4x 1/4 2221VB1
HSS4x4x1 / 4
2218VB1
HSS4x4x
1 / 4 2219VB1
HSS4x4x 1/4
13 14
15-51 /
212
-311/ 1
6
14-91 /
28
1-11/2 2-91/8 3-0 4-0 4-0 4-0 4-0 2-33/8
25-212-7 12-7
6
6
4-25 /
16
3 /4
3 /4 3/16 6
3/16 6
3/16 43/16 4
3/16 43/16 4
3/16 63/16 6
3/16 93/16 9
3/16 43/16 4
3/16 63/16 6
3/16 43/16 4
3/16 63/16 6
12
113/843.54
12
117/844.75
101/4
12
40.51
101/4
1240.51
121/4
1.17
HOLE(TYP.)13/16" ø ERECTION PIN
ERECTION BOLT(TYP.)3/4" DIA. A307
EL:100-11/2B.O.B.P.
EL:114-7T/STEEL
SIM.DETAIL VIEW-1
FOR DETAIL REFER
EL:126-41/2T/STEEL EL:126-1011/16
T/STEEL
EL:114-7T/STEEL
T/POSTEL: 131-1
T/POSTEL: 131-1
ELEVATION VIEW
(REF. DESIGN DWG. NO.17/S513)(REF. ERECTION SHEET# E200 & E203)E208
1
2013
C1HS
S5x5
x1 /4
2012
C1HS
S6x6
x1 /4
2156B1W21x44
2099B1W8x18
2217VB1
HSS4x4x1 / 4
2216VB1
HSS4x4x 1/4
JK J.84-9 13-1
13-10
1 /2
13-2
3 /4
413
-2
101 /
2
3/16 93/16 9
3/16 93/16 9
TYP. ATBOTH END3/16 6
3/16 6
TYP. ATBOTH END3/16 6
3/16 6
3/16 93/16 9
1291/1637.08
1281/235.30
ELEVATION VIEW
(REF. DESIGN DWG. NO.16/S513)(REF. ERECTION SHEET# E200 & E203)E208
2ERECTION BOLT(TYP.)
3/4" DIA. A307
HOLE(TYP.)13/16" ø ERECTION PIN
EL:99-11/2B.O.B.P.
T/STEELEL:126-2
T/STEELEL:113-0
T/STEELEL:126-2
T/STEELEL:113-0
2029
C1HS
S7x7
x1 /4
2030
C1HS
S7x7
x1 /4
2195B1 W16x26
2184B1 W12x19
2095B1 W10x12
2224VB1
HSS4x4x1/4
2223VB1
HSS4x4x1 / 4
2222VB1
HSS4x4x 1/4
C G.916-10
2-19/16 3-113/16 3-111/4 3-113/16 2-1013/16
81 /16
6
5
3 /4
13-10
1 /2
14-113
/ 16
4-101 /
8
13-10
1 /2
14-29 /
164-1
01 /4
4-93 /
16
4-101 /
16
3/16 93/16 9
3/16 93/16 9
3/16 93/16 9
3/16 93/16 9
3/16 93/16 9
TYP. ATBOTH END3/16 6
3/16 6
TYP. ATBOTH END3/16 6
3/16 6
TYP. ATBOTH END3/16 6
3/16 6
121/16
0.25
121/16
0.21
1235/1615.33
12
101/1640.01
12
99/1638.51
L
EL: 131-1115/16T/STEEL
T/STEELEL: 127-113/16
B.O.B.P.EL: 99-11/2
T/STEELEL: 113-0
T/STEELEL: 132-013/16
EL: 127-29/16T/STEEL
B.O.B.P.EL: 99-11/2
T/STEELEL: 113-0
E2085
(REF. ERECTION SHEET# E200,E203 & E205)(REF. DESIGN DWG. NO.21/S513)
ELEVATION VIEW
T/POSTEL: 136-10
T/POSTEL: 136-10
HOLE(TYP.)13/16" ø ERECTION PIN
ERECTION BOLT(TYP.)3/4" DIA. A307
2044
C1HS
S51 /
2x51 /
2x1 /
4
2045
C1W
12x4
5
2205B1 W16x26
2124B1 W12x19
2066
C1W
12x4
5
2237V
B1
HSS51 / 2x5
1 / 2x1 / 4
2236VB1
HSS5 1/2x5 1/2x 1/4
C.8C.1
3 /4
68
15-0
10-57 /
1610
-01 /16
14-41/2
3/16 93/16 9
TYP. ATBOTH END3/16 6
3/16 6
3/16 93/16 9
3/16 93/16 9
TYP. ATBOTH END3/16 6
3/16 6
81/2
12
35.31
1115/16
12
44.88
T/STEELEL: 133-10
B.O.B.P.EL: 98-41/2
E2084
(REF. ERECTION SHEET# E200 & E205)(REF. DESIGN DWG. NO.10/S513)
ELEVATION VIEW
T/STEELEL: 123-915/16
T/STEELEL: 113-41/2
ERECTION BOLT(TYP.)3/4" DIA. A307
HOLE(TYP.)13/16" ø ERECTION PIN
SIM.DETAIL VIEW-1
FOR DETAIL REFER
2043
C1HS
S4x4
x1 /4
2039
C1HS
S4x4
x1 /4
2120B1W12x16
2233VB1
HSS5x5x 1/4
192017-11
8 3-9 3-9 4-0 4-0 1-9
3 /4
14-3
4-111 /
2
3/16 93/16 9
TYP. ATBOTH END3/16 6
3/16 6
1293/1637.38
ERECTION BOLT(TYP.)3/4" DIA. A307
HOLE(TYP.)13/16" ø ERECTION PIN
E208 (REF. ERECTION SHEET# E200)(REF. DESIGN DWG. NO.11/S513)
ELEVATION VIEW3
EL:112-71/2T/STEEL
T/POST
B.O.B.P.EL:98-41/2
EL: 117-7
2053
C1HS
S51 /
2x51 /
2x1 /
4
2050
C1HS
S51 /
2x51 /
2x1 /
4
2129B1 W12x14
2210B1 W12x14
2244VB1
HSS51 / 2x5
1 / 2x1 / 4
21 2217-10
3-0 4-0 4-0 4-0 2-10
14-11
1 /2
20-43 /
43-1
1 /4
6
14-11
1 /2
19-10
1 /2
3-71 /
2
6
3/16 93/16 9
TYP. ATBOTH END 3/16 6
3/16 6
3/16 93/16 9
12 3/81.67
103/4
1241.90
EL:133-21/2T/STEEL
T/POST
B.O.B.P.EL:98-41/2
EL: 136-10T/POSTEL: 136-10
EL:133-83/4T/STEEL
E208 (REF. ERECTION SHEET# E200 & E205)(REF. DESIGN DWG. NO.20/S513)
ELEVATION VIEW6
ERECTION BOLT(TYP.)3/4" DIA. A307
HOLE(TYP.)13/16" ø ERECTION PIN
EL:113-4T/STEEL
B.O.B.P.EL:98-41/2
EL:113-4T/STEEL
SAMPLE DRAWING: VERTICAL BRACING ELEV. VIEWS
E105HOLES PAINT DRAWN CHECKED SHEET # JOB #
UNLESS NOTED
LOCATION
PROJECT
ARCHITECT
CONTRACTOR
APPROVAL/FABRICATION/REVISION
REV DATE DESCRIPTIONREFERENCE A-253
----------
1072B1W12x26
1195FR1
1134B1W12x14
1135B1W12x14
1048C1HSS4x4x1/4
W10x12
1239M1
1305M1
1207M1
1216M1
1358M1L3x3x1/4 1382M1
5-8 4-4 8-9 19-41/2
A A.2 A.4 B C.4
2-45-3 5 3-10 6
17-8
4
3-71/2
4
TYP. 3/16 1.53/16 1.5
L TO LTYP. 3/16
3/16
TYP. AT BOTHEND OF ANGLE 3/16
1269/16
28.61
EL: 99-8
BLEACHER FRAMESL4X4X1/2 BETWEEN
T/STEEL
FRAME
(U.N.O.)3/8" THICK PLATE
3/8" THICK PLATE
DECK (4" TOTAL THICKNESS)21/2" CONC. OVER 11/2" METAL
O.C. (33/8" EMBED.)HY-270 EPOXY ANCHORS @ 16" L4X3X1/4" (LLV) W/ 3/8"Ø HILTI
ON ES101DETAIL VIEW-3
FOR DETAIL REFER
EL: 82-0F/FLOOR
1E105 (REF. ERECTION SHEET# E100)
(REF. DESIGN DWG. NO.5/A253)
ELEVATION VIEW
EL: 100-0F/FLOOR
VENEERMASONRY
INSULATION
STUD WALL
FOR PIECEMARK SEE AB PLAN3/4" THICK BEARING PLATE
(U.N.O.)
A307 BOLTS TYP.WT5X6 WITH (4) 1/2"Ø
WALL8" CMU
WALL6" CMU
(SEQ#2) SEE ELEV. VIEWFOR PIECEMARK
3/8" THICK PLATE
Section A-ASEE PLANFOR PIECEMARK
3/8" THICK PLATESHOP ATTACHED WITHL3"x3"x1/4"
L3x3x1/4 EOS ANGLES
A
A EL: 84-8T/ANGLE
PIECEMARK SEE PLANL3x3x1/4 EOS ANGLES
WITH L4x3x1/4(LLV)3/8" THICK PLATE
EPOXY ANCHORS(6" EMBED.)3/4" Ø HILTI HY-2701/2" PLATE WITH (4)
1025
C1HS
S10x
10x5 /
16
1032
C1HS
S5x5
x1 /4
1189FR1
1072B1W12x26
1131B1W12x14
1124B1W12x19
1236M1
1302M1
1213M1
1257M1
A.14-9 4-4 8-9 19-41/2
2-44-4 5 3-10 6
17-8
4
71/2
101 /
2
L TO LTYP. 3/16
3/16
TYP. 3/16 1.53/16 1.5
1269/16
28.61
A.2 A.4 B C.4
EL: 99-8
BLEACHER FRAMESL4X4X1/2 BETWEEN
T/STEEL
FRAME
(U.N.O.)3/8" THICK PLATE
3/8" THICK PLATE
DECK (3" TOTAL THICKNESS)W.W.F. OVER 0.6C24 METAL 21/2" CONC. WITH 6X6 W1.4xW1.4
O.C. (33/8" EMBED.)HY-270 EPOXY ANCHORS @ 16"L4X3X1/4" (LLV) W/ 3/8"Ø HILTI
EL: 82-0F/FLOOR
2E105
(REF. DESIGN DWG. NO.6/A253)
ELEVATION VIEW
EL: 100-0F/FLOOR
VENEERMASONRY
INSULATION
STUD WALL
EL: 81-11/2B.O.B.P.
A307 BOLTS TYP.WT5X6 WITH (4) 1/2"Ø
(REF. ERECTION SHEET# E100)
WALL6" CMU
WALL8" CMU
EL: 84-9T/ANGLE
ON ES101DETAIL VIEW-3
FOR DETAIL REFER
EPOXY ANCHORS(6" EMBED.)3/4" Ø HILTI HY-2701/2" PLATE WITH (4)
(U.N.O.)L3x3x1/4
1025
C1HS
S10x
10x5 /
16
1042
C1HS
S5x5
x1 /4
1191FR1
1128B1W12x19
1129B1W12x14
1238M1
1304M1
1215M1
1257M1
4-9
417
-8
63-1054-4 2-4
19-41/28-94-4
71/2
101 /
2
L TO LTYP. 3/16
3/16
TYP. 3/16 1.53/16 1.5
1269/16
28.61
A.1 A.2 A.4 B C.4
EL: 99-8
BLEACHER FRAMESL4X4X1/2 BETWEEN
T/STEEL
FRAME
(U.N.O.)3/8" THICK PLATE
3/8" THICK PLATE
DECK (3" TOTAL THICKNESS)W.W.F. OVER 0.6C24 METAL 21/2" CONC. WITH 6X6 W1.4xW1.4
O.C. (33/8" EMBED.)HY-270 EPOXY ANCHORS @ 16"L4X3X1/4" (LLV) W/ 3/8"Ø HILTI
EL: 82-0F/FLOOR
3E105
(REF. DESIGN DWG. NO.6/A253)
ELEVATION VIEW
EL: 100-0F/FLOOR
VENEERMASONRY
INSULATION
STUD WALL
EL: 81-11/2B.O.B.P.
A307 BOLTS TYP.WT5X6 WITH (4) 1/2"Ø
(REF. ERECTION SHEET# E100)
WALL8" CMU
WALL6" CMU
EL: 84-9T/ANGLE
ON ES101DETAIL VIEW-3
FOR DETAIL REFER
EPOXY ANCHORS(6" EMBED.)3/4" Ø HILTI HY-2701/2" PLATE WITH (4)
(U.N.O.)L3x3x1/4
1021
C1HS
S10x
10x5 /
16
1039
C1HS
S5x5
x1 /4
1191FR1
1127B1W12x14
1126B1W12x19
1237M1
1303M1
1214M1
1257M1
4-9
417
-8
63-1054-4 2-4
19-41/28-94-4
71/2
101 /
2
L TO LTYP. 3/16
3/16
TYP. 3/16 1.53/16 1.5
1269/16
28.61
A.1 A.2 A.4 B C.4
EL: 99-8
BLEACHER FRAMESL4X4X1/2 BETWEEN
T/STEEL
FRAME
(U.N.O.)3/8" THICK PLATE
3/8" THICK PLATE
DECK (3" TOTAL THICKNESS)W.W.F. OVER 0.6C24 METAL 21/2" CONC. WITH 6X6 W1.4xW1.4
O.C. (33/8" EMBED.)HY-270 EPOXY ANCHORS @ 16"L4X3X1/4" (LLV) W/ 3/8"Ø HILTI
EL: 82-0F/FLOOR
4E105
(REF. DESIGN DWG. NO.6/A253)
ELEVATION VIEW
EL: 100-0F/FLOOR
VENEERMASONRY
INSULATION
STUD WALL
EL: 81-11/2B.O.B.P.
A307 BOLTS TYP.WT5X6 WITH (4) 1/2"Ø
(REF. ERECTION SHEET# E100)
WALL8" CMU
WALL6" CMU
EL: 84-9T/ANGLE
ON ES101DETAIL VIEW-3
FOR DETAIL REFER
EPOXY ANCHORS(6" EMBED.)3/4" Ø HILTI HY-2701/2" PLATE WITH (4)
(U.N.O.)L3x3x1/4
SAMPLE DRAWING: AUDITORIUM SITTING ELEV. VIEWS
E207HOLES PAINT DRAWN CHECKED SHEET # JOB #
UNLESS NOTED
LOCATION
PROJECT
ARCHITECT
CONTRACTOR
APPROVAL/FABRICATION/REVISION
REV DATE DESCRIPTIONREFERENCE S-412
----------
2045
C1W
12x4
5
2046
C1W
12x4
5
2205B1
W16x26
2206TR1W12x87
2188TR1W12x26
2255
VB1
W12
x26
2255
VB1
W12
x26
2255
VB1
W12
x26
2255
VB1
W12
x26
2255
VB1
W12
x26
2255
VB1
W12
x26
2255
VB1
W12
x26
2255
VB1
W12
x26
2255
VB1
W12
x26
2257V
B1
W12x26
2256VB1
W12x26 2256V
B1
W12x26
2256VB1
W12x26 2256V
B1
W12x26
2256VB1
W12x26 2256V
B1
W12x26
2256VB1
W12x26
2256V
B1
W12x26
2254VB1
W12x26
2067
C1W
12x4
5
2066
C1W
12x4
5
C.8G.262-0
7-0 6-0 6-0 6-0 6-0 6-0 6-0 6-0 6-0 7-0
25-11
7 /16
9-061 /
16
95/16
1237.88
8
12
33.69
8
1233.69
8
12
33.69
8
1233.69
8
12
33.69
8
1233.69
8
12
33.69
8
1233.69
95/16
12
37.88
E207ELEVATION VIEW
EL: 124-315/16
EL: 133-315/16
EL: 98-41/2B.O.B.P.
3(REF. DESIGN DWG. NO.1/S513)
(REF. ERECTION SHEET# E203 & E205)
DETAIL VIEW-1FOR DETAIL REFER TYP.
CONNECTION BOLT3/4" DIA. A325N
DETAIL VIEW-1FOR DETAIL REFER
CNTR/TOP CHORD
CNTR/BOT. CHORD
EL: 133-10T/TRUSS
OPP.
2ES200
2011
C1W1
2x50
2010
C1W1
2x50
2154TR1 W12x96
2145TR1 W12x35
2064
C1W1
2x50
2065
C1W1
2x50
2247VB1
W12x26 2249VB1
W12x26
2248
VB1
W12x2
6
2250VB1
W12x26
2250VB1
W12x26
2251VB1
W12x26
2250VB1
W12x262249VB1
W12x26
2249VB1
W12x26
2252VB1
W12x26
2253VB1
W12x26
2248
VB1
W12x2
6
2248
VB1
W12x2
6
2248
VB1
W12x2
6
2248
VB1
W12x2
6
2248
VB1
W12x2
6
2248
VB1
W12x2
6
2248
VB1
W12x2
6
2248
VB1
W12x2
6
2146TR1 W12x35
2153TR1 W12x96
7-77/8 7-77/87-77/87-77/87-77/87-77/87-77/87-77/8
76-61/2
7-75/87-77/8
9-017
-63 /8
30-71/2TOP CHORD SPLICE
45-11TOP CHORD SPLICE
38-33/8BOTTOM CHORD SPLICE
38-31/8BOTTOM CHORD SPLICE
61 /8
103/16
1240.39
103/16
12
40.39
103/16
1240.39
103/16
12
40.39
103/16
1240.39
103/16
12
40.39
103/16
1240.39
103/16
12
40.39
103/16
1240.39
103/16
12
40.31
G.5C.4
EL: 116-77/8
TYP.CONNECTION BOLT3/4" DIA. A325N
DETAIL VIEW-1FOR DETAIL REFER
DETAIL VIEW-1FOR DETAIL REFER
1E207
(REF. DESIGN DWG. NO.4/S513)(REF. ERECTION SHEET# E200 & E203)
ELEVATION VIEW
ES2002
CNTR/TOP CHORDEL: 125-77/8
B.O.B.P.EL: 99-11/2
CNTR/BOT. CHORD
ES2015
TYP.
OPP.
T/TRUSSEL: 126-2
2053
C1HS
S51 /
2x51 /
2x1 /
4
2054
C1HS
S51 /
2x51 /
2x1 /
4
2212B1 W16x26
2132B1W14x22
2246VB1
HSS51 / 2x51 / 2x
3 / 8
2245VB1
HSS5 1/2x5 1/2x 5/16
C.1 D.1
3 /4
818
-915/ 1
615
-99 /16
3-10
15-2
19-51 /
23-1
0
7
22-81/2
91/2 3-21/2 3-0 4-0 3-0 4-0 4-0 81/2
3/16 93/16 9
TYP. ATBOTH END3/16 6
3/16 6
TYP. ATBOTH END3/16 6
3/16 6
3/16 93/16 9
3/16 93/16 9
125/16
1.59
12101/4
40.47
12711/1632.60
ERECTION BOLT(TYP.)3/4" DIA. A307
HOLE(TYP.)13/16" ø ERECTION PIN
E207 (REF. ERECTION SHEET# E200 & E205)(REF. DESIGN DWG. NO.18/S513)
ELEVATION VIEW2
EL: 136-10
EL:98-41/2B.O.B.P.
EL:133-0T/STEEL
T/POST
T/STEELEL:114-21/16T/STEEL
EL:113-61/2
EL:133-0T/STEEL
EL: 136-10T/POST
EL:98-41/2B.O.B.P.
SAMPLE DRAWING: VERTICAL BRACING ELEV. VIEWS
HOLES PAINT DRAWN CHECKED SHEET # JOB #
UNLESS NOTED
LOCATION
PROJECT
ARCHITECT
CONTRACTOR
APPROVAL/FABRICATION/REVISION
REV DATE DESCRIPTIONREFERENCE S-512, S-513 & S-514
----------
2. "*" INDICATES "CUT TO SUIT AT FIELD".1. N.T.S. INDICATES "NOT TO SCALE".ERECTOR NOTE:-
13EOD
SEE PLAN
9-0
N.T.S
.
3/16
3/16
3/16
12
113/1642.97
ROOF DECKMETAL
JOIST
PIECEMARK SEE PLANEACH GUSSET PLATE
HSS3X3X1/4" BRACE AT
FIELD CONDITIONVARIES PER
SEE PLANPIECEMARK
L4x4x1/4
ROOF DECKMETAL
JOIST
CONNECTION BOLT(TYP.)3/4" DIA. A325N
SEE ELEVATIONSTEEL TRUSS
GUSSET PLATE1/2" THICK
ERECTION BOLT(TYP.)3/4" DIA. A307
(REF. DESIGN DWG. NO.7/S513)ES201
5(REF. ERECTION SHEET# E207 & E204)
SECTION VIEW
L4x4x1/4
EL:SEE PLANT/STEEL
TO TOP CHORD OF JOIST.ACTUAL FIELD CONDITION AND WELDFIELD CUT HSS DIAGONAL BRACE PERERECTOR NOTE:
DECK SUPPORT
C.4
ROOF DECKMETAL
JOIST
SEE PLANSTEEL BEAM
BRACEHSS PARAPET
EL: SEE PLANT/STEEL
EL: 131-1T/POST
ES2011
(REF. ERECTION SHEET# E203)SECTION VIEW
ES201(REF. DESIGN DWG. NO.3/S512)
2(REF. ERECTION SHEET# E202)
SECTION VIEW
METAL DECKCONCRETE OVER
FOR PIECEMARK SEE PLANANCHORS @ 24" O.C. (55/8" EMBED)
5/8" DIA. HILTI HY-270 EPOXYCONT. L4x4x3/8 LEDGER WITH CMU WALL
EL: 99-8T/ANGLE
PIECEMARK SEE PLANO.C. (55/8" EMBED.)HIT-HY 270 ANCHORS @ 2'-0"L4X4X1/4 WITH 1/2"Ø HILTI
CMU WALL
(REF. DESIGN DWG. NO.3/S514)
ROOF DECK
ES2013
(REF. ERECTION SHEET# E204)SECTION VIEW
MASONRY VENEER
INSULATION
PIECEMARK SEE ELEVATION VIEWO.C. (63/4" MIN. EMBED.)
EPOXY ANCHORS @ 24"DIA. HILTI HY-270
GALV. L7X4X3/8 WITH 3/4"
SEE ELEVATION VIEWB/ANGLE
CMU WALLO.C. (63/4" MIN. EMBED.)EPOXY ANCHORS @ 24"
DIA. HILTI HY-270GALV. L7X4X3/8 WITH 3/4"
INSULATION
MASONRY VENEER
SECTION VIEW(REF. ERECTION SHEET# E209)
4
(REF. DESIGN DWG. NO.13/S512)ES201
TYP. ATEACH END 3/16
3/16ROOF DECKMETAL
JOIST
L4X4X1/4
BRACE AT EACH JOISTL3X3X1/4 KICKER
CL
T/POSTEL: 117-7
INFILLMETAL STUD
BRACEHSS PARAPET
T/STEELEL:SEE PLAN
STUD WALLMETALSHEATHINGWALL
SEE PLANSTEEL BEAM
6(REF. ERECTION SHEET# E201)
SECTION VIEW
(REF. DESIGN DWG. NO.9/S512)ES201
* 2288M1
JOIST
ROOF DECKMETAL
SEE PLANSTEEL BEAM
SECTION VIEW(REF. ERECTION SHEET# E201)
7ES201
WITH STEEL BEAMSHOP ATTACHED
HSS4x3x1/4 3/16
L4x4x1/4
SEE PLAN
SEE PLANFOR PIECEMARKSTEEL BEAM
T/STEEL
WITH STEEL BEAMSHOP ATTACHED
HSS4x21/2x1/4
ES2018
(REF. ERECTION SHEET# E201)SECTION VIEW
3/16
TYP. ATEACH END 3/16
9
ROOF DECKMETAL
L4X4X1/4
SEE PLANSTEEL BEAM
JOIST SHEATHINGWALL
(REF. ERECTION SHEET# E201)ES201SECTION VIEW
SEE PLANT/STEEL
BRACEHSS PARAPET
INFILLMETAL STUD
EL: 117-7T/POST
LC
STUD WALLMETAL
2288M1
BRACE AT EACH JOISTL3X3X1/4 KICKER
*
3/16
3/16
3/16
3/16
TYP. 3/16
JOIST
SEE PLANFOR PIECEMARKSTEEL BEAM
SEE PLANT/STEEL
PLATE1/4" THICK2289M1
(REF. DESIGN DWG. NO.8/S512)ES201
SECTION VIEW(REF. ERECTION SHEET# E201)
BRACE @ 5'-0" O.C.L3X3X1/4 KICKER
*
10
LC
2288M1
3/16
3/16
3/16
3/16
TYP.3/16
2289M1
PLATE1/4" THICK
SEE PLANT/STEEL
SEE PLANFOR PIECEMARK
STEEL BEAM
JOIST
BRACE @ 5'-0" O.C.L3X3X1/4 KICKER
*
LC
SECTION VIEW(REF. ERECTION SHEET# E201)
12ES201
2288M1
DECK SUPPORTPROVIDED FORHSS4x21/2x1/4
TYP. ATEACH END 3/16
3/16
3/16
3/16
3/1612111/16
7.88
(REF. ERECTION SHEET# E201)11
ES201SECTION VIEW
T/POSTEL: 117-7
SEE PLANSTEEL BEAM
SHEATHINGWALL
STUD WALLMETAL
INFILLMETAL STUD
ROOF DECKMETAL
BRACEHSS PARAPET
FIELD CONDITIONVARIES PER
*@5'-0" O.C.
L3x3x1/4 KICKER BRACE
(REF. DESIGN DWG. NO.4/S514)
JOIST
EL: SEE PLANT/STEEL
2288M1
2289M1
PLATE1/4" THICK
TYP. ATEACH END 3/16
3/16
3/16
1269/16
28.59
ROOF DECKMETAL
T/STEEL
(REF. DESIGN DWG. NO.4/S514)
@5'-0" O.C.L3x3x1/4 KICKER BRACE
EL: SEE PLAN
EL: 117-7
(REF. ERECTION SHEET# E201)
SEE PLANSTEEL BEAM
SHEATHINGWALL
STUD WALLMETAL
*
T/POST
FIELD CONDITIONVARIES PER
BRACEHSS PARAPET
INFILLMETAL STUD
SECTION VIEW13ES201
JOIST
PLATE1/4" THICK
2289M1*
(SHOP ATTACED w/BEAM)HSS4x21/2x1/4
2288M1
6
1/2
SEE PLANSTEEL BEAM
EL: SEE PLANT/STEEL
SEE ANCHOR BOLT PLANWITH (2) 3/4"Ø F1554 ANCHOR ROD
3/4" NON-SHRINK GROUT3/4" THICK BEARING PLATE OVER
OVER A METAL DECKCONCRETE SLAB
JOINT1/2" EXPANSION
ES20114 SECTION VIEW
(REF. ERECTION SHEET# E202)(REF. DESIGN DWG. NO.28/S512)
2148B1W12x26
2300M1L4x4x3/8
10EOD3/16
ATTACHED WITH STEEL BEAMTHICK CLOSURE PLATE SHOPHSS7"x5"x1/4" WITH 1/4"EL: 124-0
ATTACHED PLATE1/2" THICK SHOP
T/STEEL
K
ES201SECTION VIEW15
(REF. ERECTION SHEET# E204)
2147B1W12x26
2300M1L4x4x3/8
6EOD 3/16
T/STEEL
ATTACHED PLATE1/2" THICK SHOP
ATTACHED WITH STEEL BEAMTHICK CLOSURE PLATE SHOP
HSS7"x5"x1/4" WITH 1/4"EL: 124-0
A.1
ES201SECTION VIEW16
(REF. ERECTION SHEET# E204)
SAMPLE DRAWING: SECTION VIEWS
ES101HOLES PAINT DRAWN CHECKED SHEET # JOB #
UNLESS NOTED
LOCATION
PROJECT
ARCHITECT
CONTRACTOR
APPROVAL/FABRICATION/REVISION
REV DATE DESCRIPTIONREFERENCE S-511 & S-512
----------
1249M1 3/16
LONG CENTERED ON SPLICEPLATE 1/4"X13/4"X8"
FOR PIECEMARK SEE PLANSTEEL CHORD ANGLESDIAPHRAGM
FOR PIECEMARK SEE PLANSTEEL CHORD ANGLES
DIAPHRAGM
TYPICAL SPLICE DETAIL(REF. DESIGN DWG. NO.7/S511)
6EOD
71/ 2
1/4
CL
SEE PLANFOR PIECEMARKSTEEL BEAM
JOIST
SEE PLANFOR PIECEMARKL4x4x1/4
EL: 124-0T/STEEL
ES1011
(REF. ERECTION SHEET# E104)SECTION VIEW
10EOD
71/ 2
1/4
T/STEELEL: 124-0
JOIST
SEE PLANFOR PIECEMARKL4x4x1/4
SEE PLANFOR PIECEMARKSTEEL BEAM
CL
ES1012
(REF. ERECTION SHEET# E104)SECTION VIEW
CL
T/STEEL
SEE PLANFOR PIECEMARK
STEEL BEAM
SEE PLAN
Ø A325N BOLTSPLATE WITH (4) 3/4"
1/2" SHOP ATTACHED
PLATES(2) 3/8" STIFFENER
SHOWN FOR CLARITY.GRANDSTAND NOT NOTE:
ES101(REF. DESIGN DWG. NO.27/S512)
3(REF. ERECTION SHEET# E100)
SECTION VIEW
1183FR1
1067B1W12x26
TYPICALCONNECTION BOLT(2)3/4" DIA. A325N
T/STEEL
EL: 91-213/16
FRAME
EL: 92-3
PLATE3/8" THICK
T/PLATE FRAMEATTACHED WITHHSS4x4x1/4 STUB
CL
6ES101 (REF. ERECTION SHEET# E100)
SECTION VIEW
SHOWN FOR CLARITY.GRANDSTAND NOT NOTE:
STIFFENER PLATE3/8" THICK
1184FR1
1068B1W12x26
FRAMEATTACHED WITHHSS4x4x1/4 STUB
TYPICALCONNECTION BOLT(2)3/4" DIA. A325N
FRAME
PLATE3/8" THICK
LC
T/STEEL
EL: 91-213/16
EL: 92-3
T/PLATE
SECTION VIEW(REF. ERECTION SHEET# E100)ES101
7SHOWN FOR CLARITY.GRANDSTAND NOT NOTE:STIFFENER PLATE
3/8" THICK
CONNECTION BOLTS TYP.WITH (4) 3/4" DIA. A 325N 3/8" STEEL BASEPLATE
SEE PLANFOR PIECEMARKHSS4x4x1/4
SEE PLANFOR PIECEMARKSTEEL BEAM
EL: 99-8
CONNECTION BOLT TYP.3/4" DIA. A325N
T/STEELSEE PLANFOR PIECEMARKSTEEL BEAM
SEE PLANFOR PIECEMARKSTEEL BEAM
EL: 99-5T/STEEL
CL
ES101(REF. DESIGN DWG. NO.26/S512)
5(REF. ERECTION SHEET# E100)
SECTION VIEW
A A 23/ 8
8
31/ 2
311
/ 2
BASE PLATE3/8" THICK
SEE PLANFOR PIECEMARKHSS COLUMN
SEE PLANFOR PIECEMARKSTEEL BEAM
SHOWN FOR CLARITY.STEEL FRAME NOT NOTE:
LC
LC
TYP.CONNECTION BOLT3/4" DIA. A325N
Section A-A
1172FR1
1064B1W12x26
SHOWN FOR CLARITY.GRANDSTAND NOT NOTE:
T/PLATE
EL: 92-3
EL: 91-213/16
T/STEEL
CL
PLATE3/8" THICK
FRAME
TYPICALCONNECTION BOLT(2)3/4" DIA. A325N
FRAMEATTACHED WITHHSS4x4x1/4 STUB
ES1018 SECTION VIEW
(REF. ERECTION SHEET# E100)
STIFFENER3/8" THCIK
1168FR1
1063B1W12x26
ES1019
SHOWN FOR CLARITY.GRANDSTAND NOT NOTE:
T/PLATE
SECTION VIEW(REF. ERECTION SHEET# E100)
EL: 92-3
EL: 91-213/16
T/STEEL
CL
PLATE3/8" THICK
FRAME
TYPICALCONNECTION BOLT(2)3/4" DIA. A325N
FRAMEATTACHED WITHHSS4x4x1/4 STUB
STIFFENER3/8" THCIK
1141B1W12x14
1142B1W12x14
1378M1
1379M11/4
B-U4a-GF
B-U4a-GF
BACKER BAR3/8" THICK
EL: 99-8T/STEEL
BACKER BAR3/8" THICK
(REF. ERECTION SHEET# E101)4
ES101SECTION VIEW
WITH FRAMESHOP ATTACHEDHSS4x4x1/4 STUB
SEE PLANFOR PIECEMARKSTEEL BEAM
SEE PLANFOR PIECEMARK
STEEL FRAME
SEE PLANFOR PIECEMARK3/8" THICK PLATE
(REF. ERECTION SHEET# E101)DETAIL VIEW-1
4
BOLTS AT TOP OF TUBE(2) 3/4"Ø A325N
3/8" PLATE WITH
WITH FRAMESHOP ATTACHEDHSS4x4x1/4 STUB
SEE PLANFOR PIECEMARK
STEEL FRAME SEE PLANFOR PIECEMARK3/8" THICK PLATE
DETAIL VIEW-2(REF. ERECTION SHEET# E101)
SEE PLANFOR PIECEMARK
STEEL BEAM
DG
BOLTS AT TOP OF TUBE(2) 3/4"Ø A325N
3/8" PLATE WITH
1257M1
1389M1
2-9
3
1-6
TYP. 3/16
TYP. 3/16
3/16
TYPICAL DETAIL VIEW- 3(REF. ERECTION SHEET# E105 THRU E111)
(REF. DESIGN DWG. NO.19/S512)
TYP.EACH TREADL3X3X1/4 @
EACH TREADL3X3X1/4 @
BLEACHER SUPPORT FRAMEAT 4'-0" MAX. SPACING BETWEEN
L3X3X1/4 DIAGONAL ANGLE BRACE
DECK (3" TOTAL THICKNESS)W.W.F. OVER 0.6C24 METAL 21/2" CONC. WITH 6X6 W1.4xW1.4
STEEL PLATE TYP.1'-9" X 3/8" CONT.
NOT SHOWN FOR CLARITY.STEEL BEAM AND WT STUB ARENOTE:
BLEACHER SUPPORT FRAMESAT 4'-0" MAX. SPACING BETWEEN
L3X3X1/4 DIAGONAL ANGLE BRACE
ON ES101BRACE SPLICE DETAIL
REFER TYPICAL
ON ES101DETAIL VIEW-4REFER TYPICAL
3/16" SHIM PLATE
1257M1BOLT (TYP.)1/2" ø A307
FRAMEW12x53
EACH TREADL3X3X1/4 @
(TYP.)WT5x6
BLEACHER SUPPORT FRAMESAT 4'-0" MAX. SPACING BETWEEN L3X3X1/4 DIAGONAL ANGLE BRACE
TYPICAL DETAIL VIEW- 4(REF. ERECTION SHEET# ES101)
(REF. DESIGN DWG. NO.18/S512)
STEEL PLATE TYP.1'-9" X 3/8" CONT.
1390M13/16
LONG CENTERED ON SPLICEBENT PLATE 1/4"X2"X8"
FOR PIECEMARK SEE PLANANGLE BRACEL3X3X1/4 DIAGONAL
FOR PIECEMARK SEE PLANANGLE BRACE
L3X3X1/4 DIAGONAL
TYPICAL DIAGONAL BRACE SPLICE DETAIL
SAMPLE DRAWING: SECTION & DETAIL VIEWS
RECEIVED APPROVAL
X
X
X
ERECTOR
FIELD
REVISIONS
ARCHITECT
CONTRACTOR
SENT APPROVAL
SHOP NOTES:
SHOP PAINTCH. BY:
DATE
JOB NO.: SHT. NO.:
DR. BY:
UNLESS NOTED
ARCH./ENGINEER
HOLESBOLTS
JOB NAME:
LOCATION:
SURFACE PREP.
UNLESS NOTED
CUSTOMER:
ES2000------
TC 3/4" DIA A325N 13/16"DIA
---
1. ALL W-SHAPES & WT SHAPES SHALL CONFORM TO ASTM A992 GR50 UNLESS NOTED OTHERWISE.2. ALL CHANNELS, S-SHAPES, ANGLES, AND PLATES SHALL CONFORM TO ASTM A36.3. ALL ROUND HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTM A500 GRADE B (Fy=42ksi).4. ALL RECTANGULAR HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTM A500 GRADE B (Fy=46ksi).5. ALL WELDING TO BE DONE IN ACCORDANCE WITH ANSI/AWS D1.1, STRUCTURAL WELDING CODE - STEEL, OF LATEST ISSUE, UNLESS NOTED OTHERWISE.
1
242M10
3 /4
CLR3/16
TACK WELD
L5x5x5/16 CONT w/11/16"x3"VERT SLOTTED HOLES 2'-0" OC
ES2000 (REF. ERECTION SHEET# E2001)
T/STEELEL: 94-4
5/8"ø x 24"DEFORMED BAR
ANCHORS @ 24" OC
C3x4.1 (3" LG) w/ 20 GA PLATE TOP AND BOT AT EA BOLT-PLACE TOES TOWARD L5x5 AND TACK WELD TO L5x5 AFTER BOLT IS INSTALLED
(REF. DESIGN DWG. NO.29/S304)
FOR PIECEMARK SEE PLAN5" THICK
CONCRETE SLAB
5/8"ø HILTI HAS-E ROD ANCHORS @ 2'-0" OC w/ HILTI HIT HY70 ADHESIVE, EMBED 61/4". INSTALL AT MIDHEIGHT OF SLOTTED HOLE. GREASE END OF ROD IN SLAB AND DO NOT INSTALL NUT
3
STEEL BEAM SEE PLAN
SECTION VIEW
L5x5x5/16
R
9
215/16
3/16
FOR PIECEMARKSEE PLAN
5" THICKCONCRETE SLAB1/4" THICK
BENT PLATE
HANGER SEE PLAN
STEEL BEAM SEE PLAN
STEEL BEAM SEE PLAN
3/8" THICK STIFFENER PLATE
METAL STUD
T/STEELEL:SEE PLAN
T/STEELEL:SEE PLAN
(REF. DESIGN DWG. NO.2/S303)(REF. ERECTION SHEET# E2001)ES2000
SECTION VIEW1
5" THICKCONCRETE SLAB
U71/2 111/2
3/16 2-63/16 2-6
3/4x6x12EMBED PLATESEE EMBED PLAN
STEEL BEAMSEE PLAN
CONCRETE PIER
STEEL BEAMSEE PLAN
FOR PIECEMARK SEE PLAN
3/8" THICK PLATE CONT.
T/STEELEL: 99-7
(REF. DESIGN DWG. NO.15/S302)ES2000 (REF. ERECTION SHEET# E2001)
4 SECTION VIEW
L5x5x5/16
3/16
3/16
2
R
FOR PIECEMARKSEE PLAN COLUMN
SEE PLAN
STEEL BEAM SEE PLAN
SECTION VIEW
EL:SEE PLANT/STEEL
ES2000(REF. DESIGN DWG. NO.2/S303)
METAL STUD
(REF. ERECTION SHEET# E2001)
L5x5x5/16
5" THICKCONCRETE SLAB
244M10L5x5x5/16
4EOS
1/4 2-121/4 2-12
C
STEEL BEAMSEE PLAN
L
(REF. ERECTION SHEET# E2001)ES2000SECTION VIEW6
5" THICKCONCRETE SLAB
(ERECT POUR STOP ON CENTER OF CURTAIN WALL OPENING)
C11
EOS
STEEL BEAMSEE PLAN
1/4" THICK BENT PLATE
(REF. ERECTION SHEET# E2001)ES2000SECTION VIEW5
(REF. DESIGN DWG. NO.13/S301)
L 5" THICK CONCRETE SLABWITH METAL DECK
FOR DECK DIRECTION CO-ORDINATE WITH DECK DRAWING
EOSSEE PLAN
LC
16GA THICKPOUR STOP
STEEL BEAMSEE PLAN
(REF. ERECTION SHEET# E2001)ES2000SECTION VIEW7
5" THICK CONCRETE SLABWITH METAL DECK
FOR DECK DIRECTION CO-ORDINATE WITH
DECK DRAWING
244M5
1-9
N.T.S
.1-
9N.
T.S.
TYP. 3/16
3/16
TYPICAL SECTION FOR OSHA SAFETY CABLE PLATES FIELD WELDS TO THE COLUMN
STEEL BEAMSEE PLAN
CL
1/4" PLATETYP.
HSS COLUMNSEE PLAN
T/STEELEL:SEE PLAN
T/SLAB
5" THICK CONCRETE SLABWITH METAL DECK
244M7
G.5103/4EOD
3/16 3-123/16 3-12
3/8" THICK BENT PLATE 11/2" ROOF DECK
STEEL BEAMSEE PLAN
SECTION VIEWES2000 (REF. ERECTION SHEET# E2000)
8(REF. DESIGN DWG. NO.28/S304)
5/8"ø HILTI HAS-E ROD WITH HILTI HY70 ADHESIVE
EMBEDMENT 61/4"
TYP. EACHANGLE 1"
RETURNTOP & BOTT.
1/4
STEEL BEAMSEE PLAN
ES2000 (REF. ERECTION SHEET# E2001)SECTION VIEW9
L5x3x5/16
3/4 DIA A325N BOLTS
T/STEELSEE PLAN
3/4" THICKEMBED PLATEFOR PIECEMARKSEE EMBED PLAN
CAST IN PLACEWALL
ERECTOR NOTE:CONNECTION NEED TO BE FULLY TENSIONED AFTER WELDING THE CONNECTION ANGLES TO THE EMBED PLATE.
TYP. EACHANGLE 1"RETURNTOP & BOTT.
1/4
3/4" THICKEMBED PLATE
FOR PIECEMARKSEE EMBED PLAN
SEE PLANT/STEEL
STEEL BEAMSEE PLAN
3/8" THICK BENT PLATE(NS/FS)
3/4 DIA A325N BOLTS
ES2000 (REF. ERECTION SHEET# E2001)10 SECTION VIEW
ERECTOR NOTE:CONNECTION NEED TO BE FULLY TENSIONED AFTER WELDING THE CONNECTION ANGLES TO THE EMBED PLATE.
CAST IN PLACEWALL
SAMPLE DRAWING: SECTION VIEWS
J
KEY PLAN
E C
D
G
F
H
B
A
302M3(EL: 120-81/16)
W24x68
302M3(EL: 120-81/16)
W24x68302M3
(EL: 120-81/16)W24x68
302M2(EL: 106-01/16)W16x26
300EM2
(EL: 118-83/8)
300EM2
(EL: 118-83/8)
300EM2
(EL: 118-83/8)
300EM2(EL: 118-83/8)
300EM2
(EL: 118-83/8)
300EM2(EL: 118-83/8)
300EM2
(EL: 118-83/8)
300EM2
(EL: 118-83/8)
300EM1(EL: 104-83/8)
302M3(EL: 120-81/16)
W24x68
302M2(EL: 106-01/16)W16x26
300EM1(EL: 104-83/8)
300EM1(EL: 104-83/8)
300EM1(EL: 104-83/8)
302M1(EL: 110-01/4)
W16x36
301M2(EL: 119-09/16)W16x26300EM1(EL: 117-87/8)
301M1(EL: 110-81/16)W16x26
300EM1(EL: 109-43/8)
300EM1
(EL: 122-57/8)
301M3(EL: 123-99/16)W16x26
301M1(EL: 110-81/16)W16x26
300EM1
(EL: 109-43/8)
300EM3
(EL: 108-83/8)
300EM2(EL: 108-83/8)
300EM1
(EL: 122-57/8)
301M4(EL: 123-99/16)W16x26
146-4
5-4
146-4
5-4
63-6
14-4
10-0
12-2
63-6
14-4
10-0
12-2
GC
GA
GA
GA.5
GA.5
HE
HE
H1
H1
J4
J4
J3
J3
J2
J2
J1
J1
6-4OPNG.
16-0OPNG.
16-0OPNG.
16-0OPNG.
16-0OPNG.
6-4OPNG.
7-83/8OPNG.
4-4OPNG.
7-83/8OPNG.
19-8OPNG.
22-0
3-7OPNG.
3-7OPNG.
PLAN NORTH TRUE NORTH
TOP OF EMBED ELEVATION= VARIES(REFER DESIGN DWG. NO. S1.19)
3) TOP OF EMBED PLATE ELEVATION REFER PLAN.2) OPNG. INDICATES CLEAR OPENING.1) ALL EMBEDS ARE LOCATED AT CENTER OF BEAM LINTEL.PLAN NOTES:
LINTEL AND LINTEL EMBED PLAN AREA-J
XX4) INDICATES DOOR / WINDOW NUMBER.
MATCH LINE
SHEET-E10REFER
MATCH LINE
SHEET-E12REFER
J105C
SF73
SF73
SF73
SF73
J105D
MECH
SF59
5) INDICATES MECHANICAL LINTEL.MECH
MECH
MECH
SAMPLE DRAWING: LINTEL & EMBED PLAN
E108HOLES PAINT DRAWN CHECKED SHEET # JOB #
UNLESS NOTED
LOCATION
PROJECT
ARCHITECT
CONTRACTOR
APPROVAL/FABRICATION/REVISION
REV DATE DESCRIPTIONREFERENCE A101b,A101c,A101d & S406
13/16" DIA.
50M
150
M1
50M
150
M1
50M
150
M1
50M
150
M1
26 2818-101/2
24-8
1 /2
18-1
127
-827
-51 /
2
3-4
OPNG
3-4
OPNG
3-4
OPNG
3-4
OPNG
3-4
OPNG
3-4
OPNG
3-4
OPNG
3-4
OPNG
G
D
E
H
F
1) OPNG. INDICATES CLEAR OPENING.PLAN NOTES:
(REF. DWG. A101b)LINTEL PLAN AREA-B
51M
1
50M
1
4-0
3-4
Z
Y.7
Y.4
Y.2
21 23
4-31
/ 2
19-11/2 14-01/26-81/2
3-4
OPNG
2-0
OPNG
2420.7
1) OPNG. INDICATES CLEAR OPENING.PLAN NOTES:
(REF. DWG. A101c & A102c)LINTEL PLAN AREA-C
53M
1
54M1 56M1 55M1
50M
1
52M1
19-0
20-2
46-6 84-6
20-2
12-8
5-4OPNG
6-4
OPNG
8-0OPNG
6-0OPNG
6-0OPNG
3-4
OPNG
19-0
51-4
NTS
27-0
Q
R
V.2
W
X
V.2
W
AREA
-AM
ATCH
LIN
EAR
EA-D
10.152.3
X
1
LINTEL PLAN AREA-D(REF. DWG. A101d)
1) OPNG. INDICATES CLEAR OPENING.PLAN NOTES:
CLEAR OPENINGSEE PLAN
12"BEARING
12"BEARING
(PCMK SEE PLAN)ANGLE LINTEL
TYPICAL ANGLE LINTEL DETAIL
(PCMK SEE PLAN)ANGLE LINTELVENEER
MASONRY
ANGLE TO BEAR ON MASONRY VENEER 12” EACH SIDE. TYP. U.N.O.NOTE:
47B1 W16x4024EP1
(EL: 113-93/8)24EP1(EL: 113-93/8)
49M1
9-8 6-0 6-4
7-81
/ 2
12 13 13.5 14
B
A.6 43/ 1
6
613 /
16
4-0 6-0
21-0OPNG
LINTEL PLAN AREA-B
1) OPNG. INDICATES CLEAR OPENING.PLAN NOTES:
(REF. DWG. A101b)CLEAR OPENING
SEE PLAN12"
BEARING12"
BEARING
3/88
613/16 43/16
TYP 1/4 91/4 9
REFER DWG. 14/S406
(PCMK SEE PLAN)BEAM LINTEL
TYPICAL BEAM LINTEL DETAIL
EL: 113-93/8T/EMBED
AT 32” O.C.1/2” DIA.x0’-5” H.S.A.
C
LINTEL
BRICK VENEER
FACE SHELLS
L C
A.6
L
EL: 113-93/8
BEAR ON BRICKEA. END OF TUBE AND EXTEND 1'-0" BEYOND L5x3x3/8xCONT. (LLV)
BRICK OPENINGHSS10x2x1/4 (LFH)xLENGTH OF
B/STEEL
REFER DWG. 13/S406SECTION VIEW
EL: 113-93/8B/STEEL
SAMPLE DRAWING: LINTEL PLAN & DETAIL VIEWS
E211HOLES PAINT DRAWN CHECKED SHEET # JOB #
UNLESS NOTED
LOCATION
PROJECT
ARCHITECT
CONTRACTOR
APPROVAL/FABRICATION/REVISION
REV DATE DESCRIPTIONREFERENCE A410,A411 & A420
----------
J.1J.1J
LENGTHLINTEL TOTAL
4'-0"4'-0"6'-0"6'-0"6'-0"6'-0"
2269M12335M12335M12335M12335M1
(REF. DESIGN DWG. NO. A410,A411 & A420 )
ONE2269M1ONE
QUANTITYSR. NO. DOOR NO.
4"
PIECEMARK
LINTEL SCHEDULE
211
OPENING
211.124"1
BEARING
3'-0"x7'-0"3'-0"x7'-0"
FRAME TYPE
6" ONE2283
A
6" ONE228.146" ONE228.256" ONE228.36
A
J
LENGTHLINTEL TOTALQUANTITYSR.
NO. WINDOW TAG PIECEMARKOPENING
1
BEARING
6'-4" 2336M15'-0"x9'-0" 6" ONE03
(REF. DESIGN DWG. NO. 6/A411)LINTEL SCHEDULE
3'-0"x7'-0"3'-0"x7'-0"3'-0"x7'-0"3'-0"x7'-0"
BEARINGSEE SCHEDULE
OPENINGSEE TABLE
BEARINGSEE SCHEDULE
2FRAME THICKNESS
2FRAME THICKNESS
HEAD
A
A
MASONRY4"x4"
MASONRY4"x4"
TYPICAL LINTEL SECTION VIEW
SEE LINTEL SCHEDULEFOR LINTEL PIECEMARK
ENTIRE PERIMETER OF FRAMESEALANT - BOTH SIDES TYPICAL FRAME
HOLLOW METAL
MASONRY4"x4"x4"
HEAD
SEE LINTEL SCHEDULEFOR LINTEL PIECEMARK
WT4 STEEL LINTEL TYPICALCORNER BEAD
@ 12" O.C.12" METAL STUDS5/8" GYP. BD. ON
DRAINER TYP.MORTAR NET
Section A-A
SAMPLE DRAWING: LINTEL VIEW & SCHEDULE
Jan 2
1 202
003
:34:31
PM
1036S11035S1
1051
HR1
1052HR11051HR2 1052HR2
1050HR21049HR1
1048HR1
1048
HR2
1061GR1 1060GR2 1060GR11060GR31060GR4 1059GR2 1059GR1
1049
HR2
1050
HR1
1061GR3
1062GR1
1061GR2 1060GR5
1060GR6
1037SR1
1063GR2 1063GR1
1038SR1
1038SR2
1038SR3
1037SR2 1039SR1
1070M5
1070M5
1062GR3 1062GR21061GR6
1061GR5
1061GR4
1062GR5
1062GR6 1062GR4
8-0
19-2
9-0
17-10
19-2 17-10
9-0
8-0
16-0
14-27/16 4-119/16
13/ 16
2-1013
/ 1613
-03 / 8
7-01/2 3-9 6-1111/16 13/16113/16
5-61/8
1-103/43/16
1-611/16 2-27/8 2-1113/16 2-91/4 29/163/16 3/16 3/16 3/16
2-05/16 111/2
11 / 42-1
17 / 8
7-117 / 8
4-1113
/ 163 / 1
61 / 1
61 / 1
61 / 8
14-111/16 2-1113/16
3/16
2-1113/16
3/16
2-27/8
3/16
2-1113/16
3/16
2-1113/16
3/16
2-83/16
3/162-1113/16
3/162-1113/16
3/162-1113/16
3/162-1113/16
3/162-1013/16 1/16
1 / 16
3-05 / 1
63-1
15 / 89-0
2-111 / 1
63 / 16
4-013
/ 16
3 / 16
5-113 / 8
11 / 4
3 / 16
3 / 16
3/16
3-0 3-0 3-0
11-101/215 TREADS @ 91/2=11-101/2
61/8
3-0 11-101/215 TREADS @ 91/2=11-101/2
91/2
5-01 / 2
2-111 / 2
1 / 2
3-0CL
EAR W
IDTH
4
1 / 42-1
11 / 21 / 4
2-31/2
3/161-83/8
2-01/8 1-1115/16
11-1 2-21/2 1-5 111/2 11-111/21-3 10
1-61-6
3 1
14-25/8
15-43 /
4N.
T.S.
5-91/8
1-61 / 8
1-61 / 4
1-117 / 8
113 / 4
119/16 4-0
5-31 / 2
5-41 / 4
5-31/2 1-101/4
D
C
C
A B
B
D
1
3
4
STAIR
(H-R)
(H-R)
(H-R)
(H-R) (H-R)
(H-R)
BRIDGE LANDING PLATFORM PLAN(REF. DWG.1/S-502)
(H-R)
(H-R)
(H-R)
(H-R)
2. (H-R) INDICATE HANDRAILS.1. FOR FRAMING PLAN REFER E101
PLAN NOTES:
4
1
A
7ES100ES100
8
ES1004
STAIR
(H-R)
(H-R)(H-R)
(H-R)(H-R)
(H-R)
CLSTAIR
13ES100
6ES101
WORK FLOATBACK FACE OF
TYP.CLSPLICE
OF CLSPLICE
OF
13ES100
TYP.
4E105
1E105
TYP.
CLOF SPLICE
C OF S
PLICE
L
C OF S
PLICE
L
SPAN
SPAN
ES1009
TYP.
8ES101
TYP.
TYP.
9ES101
TYP.
2ES100TYP.
4. INDICATE GRATING SPAN.3. INDICATE GRATING.
ES1017
TYP.
1
ISO VIEWHOLES PAINT DRAWN CHECKED SHEET # JOB #
UNLESS NOTED
LOCATION
PROJECT
ARCHITECT
CONTRACTOR
APPROVAL/FABRICATION/REVISION
REV DATE DESCRIPTIONREFERENCE
E107
A2.4
SAMPLE DRAWING: STAIR & GRATING PLATFORM
1/8
1/4
51/2
NOSING
2 11TYP
TYP
TYP
B-U4a-GF
G
1/8 11/2
1/8 3/4- 11/2
RECEIVED APPROVAL
2
X
X
ERECTOR
REVISIONS
ARCHITECT
CONTRACTOR
SENT APPROVAL
SHOP NOTES:
SHOP PAINTCH. BY:
DATE
JOB NO.: SHT. NO.:
DR. BY:
UNLESS NOTED
ARCH./ENGINEER
HOLESBOLTS
JOB NAME:
LOCATION:
SURFACE PREP.
UNLESS NOTED
CUSTOMER:
1. ALL W-SHAPES & WT SHAPES SHALL CONFORM TO ASTM A992 GR50 UNLESS NOTED OTHERWISE.2. ALL CHANNELS, S-SHAPES, ANGLES, AND PLATES SHALL CONFORM TO ASTM A36.3. ALL ROUND HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTM A53 GRADE B.4. ALL RECTANGULAR HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTM A500 GRADE B (Fy=46ksi).5. ALL WELDING TO BE DONE IN ACCORDANCE WITH ANSI/AWS D1.1, STRUCTURAL WELDING CODE - STEEL, OF LATEST ISSUE, UNLESS NOTED OTHERWISE.
STAIR-C
A325N-TC 13/16"
TYP. STAIR SPLICE DETAIL
TYP. HANDRAIL SPLICE DETAIL
ERECTION BOLT
ERECTION NOTE:REMOVE PLATES AFTERFINAL WELDING IS DONE.
TYP STAIR TREAD DETAIL
1/8" PANS
FIELD
1
501S1HSS16x4x 1/2
503S1HSS16x4x 1/2
513M7
515M3
508HR1
505HR1
506HR1
509HR1
512B1 HSS6x6x3/16
502S
1HS
S16x4
x1 / 2
515M2515M1
514M8
514M7514M6514M5
514M4
514M3514M2514M1513M9
513M8
500S
1HS
S16x4
x1 / 2513M6513M5
513M4513M3513M2
513M1512M8512M7512M6
512M5
512M4
504H
R150
7HR1
510HR1
511HR1
512M3
28-010W1
15-6
12-0
4-68-6
12-81 / 2
12 TR
EADS
@ 11
=11-0
4-0LA
NDIN
G11
TREA
DS @
11=1
0-1
9-47/8STAIR WIDTH @ LEVEL-2
11-73/4STAIR WIDTH @ LEVEL-1
8
4
4
4-87/16 4-87/16
2-311
2-211
1-3
101/2 41/16
4
11 /2
51-97 / 1
6
WB
C
WC
C.5
D
CL OF HANDRAIL
LEVEL-1EL:100-0
EL:114-0LEVEL-2
EL:107-0LANDING
DOWN
DOWN
REF.DWG. BP4-S2.8
STAIR-C PLAN@ 114-0(EL:114-0)
3 E5002 E50
0
1 E500
95.093°
EDGE OF SLAB
EDGE OF SLAB
4 x 2-11 (515M4).6C 22GA G-60 DECK
501S1
HSS16x4x 1/2
503S1
HSS16x4x 1/2513M7515M3
508HR1
505HR1
512B2HSS6x6x3/16512B1
HSS6x6x3/16
515M2
515M1514M8
514M7514M6
514M5514M4
514M3514M2
514M1513M9
513M8
513M6513M5
513M4513M3
513M2513M1
512M8512M7
512M6512M5
512M4
510HR1 511HR1
512M3
8
61 / 4
12 RI
SERS @
7=7-0
12 RI
SERS @
7=7-0
51-99/1628-25/8 23-615/16
3-06
3-6
41 / 2
24-103/8
4
2 NOSING
2 NOSING
13-51/4 11-51/8
41 / 2 TYP
3/16
3 SIDES 1/4
TYP @ BOTH ENDS 1/4
12
75/832.35
12
75/832.35
TOP OF FOOTING
1" GROUT AND 3/4" BASE PLATEBY OTHERS
EMBED PLATEBY OTHERS
EL-114-0
EL-107-0
HANDRAIL SPLICE
1 STAIR-C SECTIONE500 (REF.ERECTION SHEET # E500)
HANDRAIL SPLICE
STAIR SPLICE
REFER TYP.STAIRSPLICE DETAIL
EL-100-0
CL
LC
LC
ERECTION NOTE:REMOVE SEAT ANGLEAFTER WELDING.
506HR1
509HR1
12 RI
SERS @
7=7-0
12 RI
SERS @
7=7-0
2 EMBED
MENT
INFLO
OR SL
AB
11
1111
11
3-0 (TYP)
3-0 (TYP)
21 / 2LAN
DING S
LAB
25 / 8
2 (TY
P)EM
BEDM
ENT
EMBE
DMEN
T23 / 8
(TYP
)
TYP 3/16
STAIR-C SECTION
EL-107-0
2E500 (REF.ERECTION SHEET # E500)
EL-114-0
EL-100-0
EL-106-91/2TOP OF HSS BEAMS
513M7515M3512B2512B1
502S1
HSS16x4x 1/2515M2
515M1514M8
514M7514M6
514M5514M4
514M3514M2
514M1513M9513M8
500S1
HSS16x4x 1/2
513M6513M5
513M4513M3
513M2513M1
512M8512M7
512M6512M5512M4
504HR1
507HR1
512M3
12-0D C.5
12 RI
SERS @
7=7-0
61 / 4
8
12 RI
SERS @
7=7-0
24-91/16
2 NOSING
2 NOSING
13-47/16 11-45/8
63-6 3-0
12 TREADS @ 11 = 11-0
84-0LANDING
11 TREADS @ 11 = 10-1
83/16
3 SIDES 1/4
12
75/832.47
12
75/832.47
STAIR-C SECTION
EL-107-0
3E500 (REF.ERECTION SHEET # E500)
1" GROUT AND 3/4" BASE PLATEBY OTHERS
TOP OF FOOTING
REFER TYP.STAIRSPLICE DETAIL
EMBED PLATEBY OTHERS
EL-114-0
STAIR SPLICE
HANDRAIL SPLICE
EL-100-0
CL
CL
SAMPLE DRAWING: STAIR PLAN & ELEV. VIEW
001-
H2M
C12x
10.6
001-
H1C7
x9.8
2 3
F
1-1
8-4
CLEA
R W
ALL
1-1
7-2 12 TREADS AT 11 = 11-0 4-9
1-0
3 4-4 24
TYP.
3 4-4 2
4-9
23-
81/ 2
CLEA
R W
IDTH
73-
81/ 2
CLEA
R W
IDTH
2
22-11CLEAR WALL
43-
91/ 2
2-3 3-0
1-0
11
12 TREADS AT 11 = 11-0
PLAN-B400 STAIR #1 LEVEL 1
1) ALL STAIR STRINGER MATERIAL: MC 12x10.6 UNO.PLAN NOTE:
UP
UP
O.H.
1
2
6
5
4
3WALLMETAL STUD
001-HR1
001-HR1
001-S2 / 001-R2
001-W2 / 001-WR2
001-S1 / 001-R1
001-W1 / 001-WR1
13
13
A
C
E
W16x31
W12
x26
W16x77
001-
H2M
C12x
10.6
001-
H1C7
x9.8
1-1
3-2
8-4
CLEA
R W
ALL
20-10CLEAR WALL
1-0
3 4-5 24-109-1 11 TREADS AT 11 = 10-1
3 4-5 24-105-1
73-
81/ 2
CLEA
R W
IDTH
22
3-81
/ 2CL
EAR
WID
TH
7-9
7
3-2 1-017-3
F
32
(EXI
STIN
G) W
21x4
4
(EXISTING)
(EXI
STIN
G) (EXI
STIN
G) W
21x5
0
(EXISTING)
UPUP
UP
O.H.
PLAN-B400 STAIR #1 LEVEL 2
1) ALL STAIR STRINGER MATERIAL: MC 12x10.6 UNO.PLAN NOTE:
12 TREADS AT 11 = 11-0 11 TREADS AT 11 = 10-1
L EXISTING BEAM CL EXISTING BEAM C
WALLMETAL STUD
3
4
5
618
9
7
17
TOS EL: 25-33/4
L EXISTING BEAM C
001-W3 / 001-WR3
001-S3 / 001-R3
001-S4 / 001-R4001-S2 / 001-R2
001-W4 / 001-WR4001-W2 / 001-WR213
13
A
C
E
001-HR2
001-HR2
W16x77
W16x31
W12
x26
W12
x26
001-
H2M
C12x
10.6
001-
H1C7
x9.8
8-4
CLEA
R W
ALL
11 TREADS AT 11 = 10-1
1-1
1-020-10CLEAR WALL
3 4-5 24-105-11
3-2
3-81
/ 2CL
EAR
WID
TH2
3-81
/ 2CL
EAR
WID
TH2
4-5
5-11
2
7
4-10
3
2-11 5-8 16-5
7
3-2
3-2 1-0
UP
O.H.
PLAN-B400 STAIR #1 LEVEL 3
1) ALL STAIR STRINGER MATERIAL: MC 12x10.6 UNO.PLAN NOTE:
11 TREADS AT 11 = 10-1
F
(EXI
STIN
G)
UP
2 3
(EXISTING)
(EXISTING)
UP
11 TREADS AT 11 = 10-1
L EXISTING BEAM CL EXISTING BEAM CL EXISTING BEAM C L EXISTING BEAM C
WALLMETAL STUD
(EXI
STIN
G)
4
6
9
7
8
10
5
3TOS EL: 38-93/4
(EXI
STIN
G) W
21x4
4
(EXI
STIN
G) W
21x5
0
001-S6 / 001-R6
001-W6 / 001-WR6
001-S5 / 001-R5
001-W5 / 001-WR5
001-S4 / 001-R4
001-W4 / 001-WR413
13 C
E
A
001-HR2
001-HR2
SHT. NO.:
JOB NAME:
DR. BY:
SHOP PAINT
ARCH./ENGINEER
LOCATION:
JOB NO.:
HOLESUNLESS NOTED
DATE
UNLESS NOTEDBOLTS
CH. BY: ---
ME2
---
CUSTOMER:
SURFACE PREP.
0
SAMPLE DRAWING: STAIR PLAN
001-S4
W12x26
W12x26
W12x26
001-R3
001-R8
001-S3
001-R6
001-R4
001-R7
001-S6
001-S8
001-S5
001-S7
001-CP3001-CP4
001-CP4
001-CP4
001-CP4
001-R5
001-CP3
001-CP3
001-CP3
001-RP6
001-RP6
001-RP6
001-RP5
001-RP5
001-RP5
001-RP8
001-RP8
001-RP8
001-CP6
001-CP6
001-CP6
001-RP7
001-RP7
001-RP7
001-RP4 001-RP3
001-CP2
001-CP5
001-CP5
001-CP5
001-CP1
001-RP2
001-RP16
2 3
3-2 20-10CLEAR WALL
1-025-0
2NL
2NL
2NL2NL
2NL
2NL
11
3 4-4 2
3 4-5 24-10
4-9
3 4-54-10
3 4-54-10
5-5 65-11
5-5 65-11
5-5 65-11
7-613
R @
615/ 1
6=7-6
6-912
R @
63 /4=
6-96-9
12 R
@ 63 /
4=6-9
6-912
R @
63 /4=
6-96-9
12 R
@ 63 /
4=6-9
6-912
R @
63 /4=
6-96-9
12 R
@ 63 /
4=6-9
15-0
13-6
13-6
13-6
7-613
R @
615/ 1
6=7-6
7-2
4-7 1-4
1-1
22-11
6
2NL
2NL
20-6
(13)
(12)
(11)
(11)
(11)
(11)
(11)
(EXISTING)
(11)
(EXISTING)
(EXISTING)
LEVEL 05EL: 66-4
LEVEL 04EL: 52-10
LEVEL 03EL: 39-4
LEVEL 02EL: 25-10
A SECTION VIEW
LEVEL 01EL: 10-10
(7) 001-LP1(2) 001-LP2
(7) 001-LP3(2) 001-LP4
(7) 001-LP3(2) 001-LP4
(7) 001-LP3(2) 001-LP4
12 R
@ 63 /
4=6-9
001-S2
001-R2
001-R1
001-S1
001-RP1
001-S14
W12x26
W12x26
W16x26
W12x19
001-R10
001-R13
001-R14
001-R9
001-S10
001-S9
W12x26W12x26
001-CP4
001-CP3001-S13
001-CP4
001-CP3
001-CP3
001-RP6
001-RP8
001-CP6
001-RP7
001-S11
001-S12
001-R11
001-RP10
001-RP9
001-RP11
001-RP7
001-CP8001-RP13
001-R12
001-RP15
001-CP10
001-RP14
001-RP12001-LP7
2 3
3-2 20-10CLEAR WALL
1-025-0
14-0
11-4
11-4
13-6
7-33 /
813
R@63 /
4=7-3
3 /8
6-85 /
812
R@6
3 /4=
6-85 /
85-8
10 R@
613/ 1
6=5-8
5-810
R@613
/ 16=
5-86-9
12 R@
63 /4=
6-96-9
12 R@
63 /4=
6-9
2NL2NL
2NL
2NL
3 4-5 24-10
23 4-14-6
23 4-95/85-25/8
5-5 65-11
5-5 106-3
5-44-10 6
4-10 2-63/8
7-43/8
6-10 63/87-43/8
2-101 /
28
3-61 /
2
5-67/8
91/2
6
7-13/8 9-0 8-105/8
9
2NL
2NL
68°
SECTION VIEWB
LEVEL 05EL: 66-4
EL: 79-10LEVEL 06
EL: 93-10LEVEL 07
EL: 105-2LEVEL 7.5
EL: 116-6LEVEL 08
12 R
@ 63 /
4=6-9
(EXISTING)
(EXISTING)
(EXISTING)
(EXISTING)
(7) 001-LP8(2) 001-LP9
(11)
(11)
(11)
(12)
(9)
(9)
(2)
TREAD STEEL STAIR68°LAPEYER ALTERNATING
(BY OTHERS)ROOF HATCHBLOCKING UNDER
(BY OTHERS)ROOF HATCH
(EXISTING)(EXISTING)
EXPANSION ANCHORS (2) 1/2"øx3" EMBED KB32) ANCHOR BASE OF STAIR W/ (2) 1/2"øx3" LAG BOLTS1) ANCHOR TOP OF STAIR W/LAPEYER STAIR INSTALLATION
(7) 001-LP3(2) 001-LP4
(7) 001-LP5(2) 001-LP6
001-CP7
001-CP9
001-CP5
SHT. NO.:
JOB NAME:
DR. BY:
SHOP PAINT
ARCH./ENGINEER
LOCATION:
JOB NO.:
HOLESUNLESS NOTED
DATE
UNLESS NOTEDBOLTS
CH. BY: ---
ME2
---
CUSTOMER:
SURFACE PREP.
0SAMPLE DRAWING: STAIR ELEV. VIEW
Jan 2
3 202
012
:45:
16
SHT. NO.:
JOB NAME:
DR. BY:
SHOP PAINT
ARCH./ENGINEER
LOCATION:
JOB NO.:
ALL WELDING TO BEDONE IN ACCORDANCEWITH ANSI/AWS D1.1,STRUCTURAL WELDINGCODE - STEEL, OF LATESTISSUE, UNLESS NOTEDOTHERWISE.
MADE DATECKDREV
HOLESUNLESS NOTED
DATE
UNLESS NOTEDBOLTS
CH. BY: ---
ME2
---
CUSTOMER:
SURFACE PREP.
ADESCRIPTION
BAREA
AAREA
HAREA
GAREA
FAREA
EAREA
SEQ#34
KEY PLAN
DAREA
AREA CSTAIR#02
0
0
ST2-34101
ST2-34103
N34101
ST2-34102
R34102ST2-34104
R34101
(SEQ#34M)STAIR# 023D VIEW
C12x20.7 (STRINGER)
C12x20.7 (STRINGER)
C12x20.7 (STRINGER)
C12x20.7 (STRINGER)
TYP.W/ (2) 3/8" ø A307 BOLTS,11/4" x 3/16" (15W4)
TYP.W/ (2) 3/8" ø A307 BOLTS,
11/4" x 3/16" (15W4)
11/4" x 3/16" (15W4)
C34003HSS12x12x5/16
B34003 (EL: 17-93/4) W16x67B34012 (EL: 17-93/4) W18x106
ST2-3
4101
ST2-3
4103
B34102 (EL: 9-03/4) C12x20.7
C34101HSS3x3x1/4
C34103HSS3x3x1/4
C34102HSS3x3x1/4
B34101 C8x11.5C34102
HSS3x3x1/4
N34101
ST2-3
4102
ST2-3
4104
F34101
F34102
A.7
A.6
25.1
1-5
3-0CLEAR WIDTH
15 TR
EADS
@ 0-
11 =
13-9
3-0LA
NDIN
G LE
NGTH
1-03-0CLEAR WIDTH
1-0
11 /8
132-9
15-5
3-06
16 TR
EADS
@ 0-
11 =
14-8
1-0
8-0LANDING WIDTH
3-11/2 3-11/2
1/81/8 2-113/8315/16
1-89/16 2-117/8
69 /16
F/ FLOOR = 0-0
ME2A
T/ LANDING = 8-83/4
1
C12x
20.7(
STRIN
GER)
C12x
20.7(
STRIN
GER)
2ME2B
UP
SHEAR TAB3/8" THICK
C12x
20.7(
STRIN
GER)
C12x
20.7(
STRIN
GER)
1ME2C
UP
11/4" x 3/16" (15W4)
T/ LANDING = 18-0
ME2B1 2
ME2A
3/8" THICK PLATE
TOP OF STEEL ELEVATION = 8-71/2 (U.N.O.)
2. INDICATES GRATING. 1. INDICATES DIRECTION OF GRATING SPAN.PLAN NOTES:
(REFER DESIGN DWG. NO. 7/A234)
02 STAIR PLAN - AREA D(SEQ#34M)
SAMPLE DRAWING: STAIR PLAN
HOLES PAINT DRAWN CHECKED SHEET # JOB #
UNLESS NOTED
LOCATION
PROJECT
ARCHITECT
CONTRACTOR
APPROVAL/FABRICATION/REVISION
REV DATE DESCRIPTIONREFERENCE
E109
S1.3 A
AND REMOVE ALL BLEMISHES. PRIME AND PAINT. 2)GUARDRAILS ARE TO BE GROUND SMOOTH ALL WELD JOINTS PAINT. MOUNT 2'-10" ABOVE FINISH FLOOR AND STEPS. ALL WELD JOINTS AND REMOVE ALL BLEMISHES. REIME AND 1) HANDRAILS ARE TO BE 11/2" DIAMETER, GROUND SMOOTH GENERAL NOTE:
1075B1W14x22
W12x19
1190S1
1036B1C12x20.7
1142B1C10x15.3
1191S1
1193H1
PIPE 11/2 STD
1192H1
PIPE 1 1/2 STD
1198
C1PI
PE 3
STD
SA S522-61/2
3-6
TYP.
2-10
TYP.
11TREAD
63/ 1
6RI
SER
3NO
SING
3
2
16 TREADS @ 0-11=14-8 1-0
11/2
17 R
ISERS
@ 0-
63/ 1
6 = 8-
87/ 8
3
8-33/8
6 7-93/8LANDING
4
11TREAD
63/ 1
6RI
SER
3NOSING
3-6
TYP.
2-10
TYP.
17 TREADS @ 0-11=15-7 6
18 R
ISERS
@ 0-
63/ 1
6=9-
31/ 8
6-51/2
6 5-111/2LANDING
5-101/8
6
31-0
1-0
1-0
TYP 3/16
TYP.3/16
1263/4
29.28
1263/429.30
-RAIL
-RAIL
C12x20.7-STRINGER
W/ 5" EMBEDMENTHUS EZ SCREW ANCHOR
3/4" DIA. HILTI KWIK TYP.TO STRINGER SHOP ATTACHED 1/4" BENT PLATE F/FLOOR
EL:0-0
SEE PLANC6x8.2
EL: 8-87/8TOP/LANDING
T/STEELEL: 8-117/8
C12x20.7-STRINGER
ATTACHED TO STRINGERHSS3x3x3/8 SHOP
EL:18-0TOP/FIN. FLOOR
ELEVATION VIEWE1092
(REF. ERECTION SHEET# E108)
TO STRINGERSHOP ATTACHEDC6x8.2
ON SHEET 1/ES101REFER DETAIL VIEW-1
CL GRAB RAIL
CL GRAB RAIL
RAILGRAB
GRAB RAIL
1020
C1HS
S6x6
x1/ 4
HSS3
x3x1
/ 4
1075B1W14x22
W14x22
1036B1C12x20.7 1142B1
C10x15.3
1191S1
1201M1
1199M1
1195H1
PIPE 11/2 STD
SA S5
63/ 1
6RI
SER
17 TREADS @ 0-11=15-7
4
6
22-61/2
11TREAD
3NOSING
2-10
TYP.
6 5-111/2LANDING
6-51/2
18 R
ISERS
@ 0-
63/ 1
6=9-
31/ 8
1-0
5 6
4-03/4
99/16
6
1-0
4-03/4
1
9-61/2
1263/429.30
-WALL RAIL
T/STEELEL:8-117/8
C12x20.7-STRINGER
12 GA BENT PLATE
12 GA BENT PLATE
EL: 8-87/8TOP/LANDING
EL:18-0TOP/FIN. FLOOR
T/STEELEL:17-6
ELEVATION VIEWE1093
(REF. ERECTION SHEET# E108)
TYP.WAGNER#3419
ERECTOR TO LAG BOLT INTO.STUDS AT EACH WALL BRACKET LOCATION FOR THE STUD INSTALLER ADD WOOD BLOCKING BETWEEN NOTE:
1023
C1HS
S6x6
x1/ 4
1190S1
1036B1C12x20.7
1142B1C10x15.3
1194H1
PIPE 11/2 STD
1198
C1PI
PE 3
STD
M_870
SA16 TREADS @ 0-11=14-8
17 R
ISERS
@ 0-
63/ 1
6 = 8-
87/ 8
3
8-33/8
7-93/8LANDING
6
2-10
TYP.
63/ 1
6RI
SER
11TREAD
3NOSING
2
9-57
/ 83
1-0
6
2-81/2
4-0
4-0
4-0
2-81/2
515/16
1-0
5 1
TACK WELD 11
1263/429.28
F/FLOOREL:0-0 BOBP
EL: -0-6
-WALL RAIL
T/STEELEL: 8-117/8
C12x20.7-STRINGER
TYP.TO STRINGER SHOP ATTACHED 1/4" BENT PLATE
W/ 5" EMBEDMENTHUS EZ SCREW ANCHOR
3/4" DIA. HILTI KWIK
EL: 8-87/8TOP/LANDING
ELEVATION VIEWE1091
(REF. ERECTION SHEET# E108)
TYP.WAGNER#3419ERECTOR TO LAG BOLT INTO.
STUDS AT EACH WALL BRACKET LOCATION FOR THE STUD INSTALLER ADD WOOD BLOCKING BETWEEN NOTE:
SHOP ATTACHED C6x8.2
12 GA PAN
ON SHEET 1/ES101REFER DETAIL VIEW-1 (OPP.)
SAMPLE DRAWING: STAIR & HANDRAIL ELEV. VIEWS
CHECKER
JOB #
SHEET # :
DATE
DATE
ELEVATION VIEW & PLAN
E601
DESCRIPTION:
SCALE
REV
DETAILER
REVIS
ION DE
SCRIP
TION
617HR1
620HR2
615HR1 615HR3
615HR2
11 / 2
4 TREADS AT 1-0 = 4-0
4-8
11 / 2
31 / 16
4-7
1-0
1-0
86-84 TREADS AT 1-0 = 4-01-10
1-0
6-8
51/16
8-03
31/167-0
4-10
9-5
E601
E601
2
1
E601
3
DD
C
DE
L HR SPLICE
UPFINISH FLOOREL:102'-6"SLAB
EL:100'-0"
STAIR VIEW-1(REF.DWG.NO. 2/A3.11) (SEQ#6)
E1
E2
620HR2
615HR2
5 RISE
RS AT
6=2-6
6RIS
ER
1-0RUN
1-104-7 1-1 1-0 4 RUNS AT 1-0=4-0
2-103-4
2-10
2-6
6
6
2-9 1/2
2-9 1/211/2
21/2
12626.57
DDDE
T/SLAB
8" BOND BEAM
EL: 102-6
11/2"ø MTLGAURDRAIL
PRECAST CONCRETECAP.
EL: 100-0
F/FLOOR
WALL BASE
11/2"ø METAL HANDRAILS
WALL RAIL WITH SUPPORT ATEVERY 4'-0" O.C. MAX
CMU WALL BEYOND
STEP BEYOND
(REF. DESIGN DWG. NO. C/A3.11)
ELEVATION VIEWE601 (REF.ERECTION SHEET # E601)
3
WALL BRACKET WAGNER # 1765TYP.
11/2" WALL RAIL PIPE
WALL BRACKET WAGNER # 1765
TYP.615HR2
Section A-A
620HR2615HR1
615HR3DD DE
2-10
2-10
1-0 1-1
7-0 33/16
4-7
2-8
8
8
21 /2
4 RUNS AT 1-0=4-01-0
1-0RUN
6RIS
ER
6 TYP.
491/16
12626.57
WALL
11/2" ø METALGUARDRAILS
1/2" ø METALBALUSTERS
EL: 102-6
11/2" ø PIPE
T/SLAB
11/2" ø METALGUARDRAILS
EL: 100-0
F/FLOOR
HR SPLICE
11/2" ø METALHANDRAIL PRECAST CONC.
CAP
E601 (REF.ERECTION SHEET # E601)1 ELEVATION VIEW
(REF. DESIGN DWG. NO. D/A3.11)
DETAIL VIEW TYP.REFER SHEET 1/ES600
DETAIL VIEW TYP.REFER SHEET 2/ES600
624M7
624M7
617HR1620HR2
615HR3
E2E1
2-62-8
8
4-4
4-10
7-731/16
4-8
2-6
8-0
51 /2
3
2-88
21 /2
4
9-5
T/SLAB
11/2" ø METALGUARDRAILS
11/2" ø PIPE
SLEEVE FOR REMOVABLE GUARDRAIL TYP.
1/2" ø METALBALUSTERS TYP.
EL: 100-0EL: 100-0
F/FLOOREL: 102-6
T/SLAB
F/FLOOREL: 102-6
11/2" ø METALGUARDRAILS
2 ELEVATION VIEWE601
(REF. DESIGN DWG. NO. D/A3.11 & D/A1.3)(REF.ERECTION SHEET # E601)
T/GUARDRAILEL: 105-10
T/GUARDRAILEL: 105-10
DETAIL VIEW TYP.REFER SHEET 2/ES600
SLEEVE FOR REMOVABLE GUARDRAIL TYP.
SAMPLE DRAWING: STAIR,WALL RAIL & GUARD RAIL VIEWS
HOLES PAINT DRAWN CHECKED SHEET # JOB #
UNLESS NOTED
LOCATION
PROJECT
ARCHITECT
CONTRACTOR
APPROVAL/FABRICATION/REVISION
REV DATE DESCRIPTIONREFERENCE
E107
A2.4
KEY PLAN
SEQ#2SEQ#3
SEQ#1
AND REMOVE ALL BLEMISHES. PRIME AND PAINT. 2)GUARDRAILS ARE TO BE GROUND SMOOTH ALL WELD JOINTS PAINT. MOUNT 2'-10" ABOVE FINISH FLOOR AND STEPS. ALL WELD JOINTS AND REMOVE ALL BLEMISHES. REIME AND 1) HANDRAILS ARE TO BE 11/2" DIAMETER, GROUND SMOOTH GENERAL NOTE:
1022C1
HSS6x6x 1/4
1023C1
HSS6x6x1 / 4
1024C1
HSS3x3x 1/4
1204H1
PIPE 1 1/2 STD
1196H1PIPE 1 1/2 STD
13-03/
4
12-7
S2
S1
6-67/
8LA
NDIN
G
5 TRE
ADS @
0-11
= 4-7
6-215/16
71/8
1-71/
2
33/8
1-0
1-0
1-0
5 TRE
ADS @
0-11
= 4-7
1-071/
2
21/2
21/2
(SEQ#1)STAIR PLAN AT ELEVATION 0-0 (STAIR-B)
NORTH
(REFER DESIGN DWG. NO. 2/A2.4)
FINISH FLOOR= 0'-0"
FINISH FLOOR= -3'-4"
SA
S4
(UP)
(UP)
STAIR-B
L RAILC
L RAILC
1E107
E1072
CONCRETE STAIR
1204H1
PIPE 1 1/2 STD
S4
11TREAD
611/ 1
6RIS
ER
6 RISE
RS @
0-611
/ 16 =
3-4
11 5 TREADS @ 0-11 = 4-7
2-10
TYP.
11
1-0
1-0
2-6
2-6
11 3/46
6
81/2
5
ELEVATION VIEW E107 (REF. ERECTION SHEET# E107)1
EL:-3-4T/SLAB
EL: 0-0T/SLAB
ERECTOR TO LAG BOLT INTO.STUDS AT EACH WALL BRACKET LOCATION FOR THE STUD INSTALLER ADD WOOD BLOCKING BETWEEN NOTE:
TYP.WAGNER#3419
1196H1
PIPE 11 / 2 STD
S4
5 TREADS @ 0-11 = 4-7 11
6 RISE
RS @
0-611
/ 16 =
3-4
2-10
TYP.
11TREAD
611/ 1
6RIS
ER
11 81/2
6
2-6
2-6
113 / 4
1-0
1-0
5 6
T/SLABEL: 0-0
T/SLABEL:-3-4
ELEVATION VIEW E107 (REF. ERECTION SHEET# E107)2
ERECTOR TO LAG BOLT INTO.STUDS AT EACH WALL BRACKET LOCATION FOR THE STUD INSTALLER ADD WOOD BLOCKING BETWEEN NOTE:
TYP.WAGNER#3419
SAMPLE DRAWING: WALL RAIL ELEV. VIEWS
CHECKER
JOB #
SHEET # :
DATE
DATE
E606
DESCRIPTION:
SCALE
REV
DETAILER
REVIS
ION DE
SCRIP
TION
ELEVATION VIEW
616HR2
616HR3
DA DE4-8 3-6 41-6 7-0
6
3-4
6 14 RUNS AT 3-0=42-0 6-0
2-33/8 2-33/8
8" BOND BEAM
PRECAST CONCRETECAP.
F/FLOOREL:102-6
11/2"ø METALGUARDRAIL
STRAIGHT SHAFT COL.
PRECAST RISER.
F/FLOOREL:118-4
PEMB RAKE BEAM
11/2"ø METALHANDRAIL TYP.
REFER SHEET 2/E606DETAIL VIEW
(REF.ERECTION SHEET # E605)(REF. DESIGN DWG. NO. 1/A3.9 & 18/S4.5)
ELEVATION VIEW1E606
616HR24
27/16
1-1111
/ 16
2-91/4
1-0
27/16
113/84
2-10
4
1-33/8
11/2"ø METALHANDRAIL TYP.
3/8" BASE PLATE W/ (2) 1/2" DIA. HILTIKWIK BOLT III WITH2" EMBEDMENT.
C L PIPE
L PIPEC11/2"ø METALPIPE
DETAIL VIEW(REF. DESIGN DWG. NO. B/A3.11)
E6062
(REF.ERECTION SHEET # E605)
2-88
21 /2
2-0 2-0CL AISLE 11/2" ø METAL GUARDRAILS
(PCMK.SEE PLAN)
1/2" ø METALBALUSTERS
PRECAST CONC.CAP
E606(REF. DESIGN DWG. NO. B/A1.3)
ELEVATION VIEW(REF.ERECTION SHEET # E605)
4
DETAIL VIEW TYP.REFER SHEET 2/ES600
T/GUARDRAILEL: 105-10
F/FLOOREL: 102-6
616HR2
616HR3
1015/16
14 RUNS AT 3-0=42-0
6
41-6
3-4
6-0
7-0 3-6
6
4-8
111/4
DM
8" BOND BEAM
PRECAST RISER
F/FLOOR
F/FLOOR
STRAIGHT SHAFT COL.
PRECAST CONCRETECAP.
REFER SHEET 2/E606
EL:118-4
DETAIL VIEW
PEMB RAKE BEAM
11/2"ø METALHANDRAIL TYP.
EL:102-6
11/2"ø METALGUARDRAIL
DR
3 ELEVATION VIEWE606 (REF.ERECTION SHEET # E605)
(REF. DESIGN DWG. NO. 1/A3.9 & 18/S4.5)
OPP.
SAMPLE DRAWING: HANDRAIL ELEV. VIEWS
1132
G1
1142
G1
1126G1
1125G1
1124G1
1126G1
1125G1
1124G1
1126G11125G11124G1
1126G
1
1125G
1
1124G
1
1126G1
1125G1
1124G1
1126G1
1125G1
1130G1 1129G1 1128G1
1137G1
1138G1
1136G1
1139G1
1140G1
1141G1
1133
G111
33G1
1133
G1
1135
G1
1134
G1
1126G
11125G
11124G
1
1126G1
1125G1
1124G1
1126G1
1125G1
1126G1
1125G1
1124G1
1126G1
1125G1
1124G1
1126G1
1125G1
1124G1
1124G1
1124G1
1129G11128G1
11-11 14-0
25-0
17 /8ED
1 7/8ED
17 / 8ED
1 7/8ED
1 7/8ED
17/8ED
1 7/8ED
17/8ED
17 / 8ED
1 7/8ED
1 7/8ED
17/8ED
17 / 8ED
17/8ED
21 /2
ED
17 /8
ED
2-11 13/16
3/16
3/16
1-3 5/8
3/16
2-11 13/16
3/16
2-1113/16
3/161-35/8
3/16
2-1113/16
3 / 16
2-111
3 / 16
3 / 16
1-35 / 8
3 / 16 2-111
3 / 16
3 / 16
2-11 13/16
3/16 1-3 5/83/16
2-11 13/16
101 / 2
1 / 82-1
113/16
3/16
1-35/8 3/1
62-1
113/16
2-111
3 / 16 3 / 161-3
5 / 8
3 / 162-111
3 / 16
3/16
2-1113/16
3/16
2-1113/16
3/16
2-1113/16
2-31/2
3/16
101 / 2
3/16
3/16
1-35/8
3/16
2-1113
/16
1 / 8
2-111
3 / 16
3 / 161-35 / 8
3 / 16
2-111
3 / 16
2-1113/16
3 / 16
3/16
1-35/8
3/16
2-1113/163/16
2-11 13/163/16
1-3 5/8
3/16
2-11 13/16
3/16
2-11 13/163/16 1-3 5/8
3/16
2-11 13/16
3 / 16
2-111
3 / 16
3 / 16
1-35 / 8
3 / 16
2-111
3 / 16
3-10
5-51 / 2
3/162-1113/16
3/16
2-1113/16
3/16
2-1113/16
3/16
2-31/2 2-31/2
3/16
1-99/16101/4
3-53 / 1
6
3/16
3-97/8
1-103 /
4
3 / 16
2-1113
/ 161 / 2
3/16
2-11 13/16
3/16
1-7 3/16 3/4
2-11 13/16
5-51/8
2-1113/16
3/16
2-1113
/16
911/16 47/8
2-05/163/16
911/16 47/8
1-911/16
2-05/16
215/ 16
213/ 16
1-15/8
21 /2
1-103/16
105/16
3 / 16
3 / 16
39/16 61/8
3/16
3-03 / 8
93 /8
H
J
6
90°
45°
225°
315°
135°
270°
180°
315°
270°
135°
90°
180°
225°
45°
0°292.5°
247.5°
TOP OF GRATING EL: 149-91/4 (U.N.O.)GRATING PLAN
PLAN NOTES:1. FOR FRAMING PLAN REFER SHEET E100
UP
HOLES PAINT DRAWN CHECKED SHEET # JOB #
UNLESS NOTED
LOCATION
PROJECT
ARCHITECT
CONTRACTOR
APPROVAL/FABRICATION/REVISION
REV DATE DESCRIPTIONREFERENCE
E107
A2.4SAMPLE DRAWING: GRATING PLAN
174M1173M1
164M2
174M2
12-10
11/16 6-37/16 6-37/16 11/16
6-41/2 6-41/2
1GAP
1-01 /
22-
213/ 1
62-
213/ 1
62-
213/ 1
63
67-
51
8-0
1-01 /
22-
213/ 1
62-
213/ 1
62-
213/ 1
63
6-21/2 6-21/2
12-13/8
5
2
3-9
EMBE
DMEN
T
65 /8
1GAP
6-37/166-37/16 11/1611/16
12-10
65 /8
11 /16
13 /4
65 /8
11/16
11 /4
1/4
1/4
GATE PINTYP.SLEEVE IN CONC.PAVEMENT
FOR CANE BOLTS
11/2, "B" DECKINFILL; TYP PER GATESEE DETAIL SHEETSPIPE 8" STD PIPE 8" STD
DUMPSTER GATE ELEVATION VIEW
FINISH FLOOREL: 0-0
1E110E110
1OPP.
ERECTOR NOTE:- REMOVE COLLAR FROM EXISTING POST.
(EXISTING POST) (EXISTING POST)
NOTE: COLLARS ARE NOT SHOWN FOR CLARITY
1
PIPE 8" STD
(REF.ERECTION SHEET # E107)
1/2" THICK PLATE
GATE FRAME
E110ELEVATION VIEW
WELD ON BARREL HINGE (#782002)(HardwareSource.com)
4 PLACES
SHT. NO.:
JOB NAME:
DR. BY:
SHOP PAINT
ARCH./ENGINEER
LOCATION:
JOB NO.:
HOLESUNLESS NOTED
DATE
UNLESS NOTEDBOLTS
CH. BY: ---
ME2
---
CUSTOMER:
SURFACE PREP.
0
SAMPLE DRAWING: DUMPSTER GATE VIEWS
FOR FIELD USE
4019B2 W27x102
5029L1
4027HR1PIPE 11/2 STD
5022HR2
J.M
2-4
3-0
61/16
7-6
2-41
/ 42-
41/ 4
1-41
/ 22-
83
111 / 2
12 R
UNGS
@ 1-
0 = 12
-03-
61/ 2
31/2TYP.
2-813-0
3-6
515/16
571
/ 2
5
310
1 / 2
TYP.
CL RUNGS
STEEL CAGE LADDER
SIDE RAILS
T/PLATFORMEL: 721-7
A
A
EL:708-7FINISH/FLOOR
BAR 2"x1/4" INTERMEDIATE HOOP(TYP).
BAR 3"x1/4"TOP HOOP
BAR 3"x1/4"BOTTOM HOOP
1E507
LADDER ELEVATION VIEW(REF. ERECTION SHEET# E506)
3/8" THK PLATE W/(2) 5/8" DIA. A325N BOLTS
1" DIA.STEEL RUNGS
C4x5.4
11/2"x1/4" BARS
PIPE 11/2 SCH 80
FIELD NINSTALA36 CACOAT G
FIELD FIELD 11/16" DAT BOL
4019B2W27x102
5012B2W27x129
5008B2W27x129
5026HR1PIPE 11/2 STD
5029L1
4027HR1PIPE 11/2 STD
5022HR2
7.12-21/2
1-5 1-52-10
1-6 1-6
81/2 81/21-5
7-6
2-41
/ 42-
41/ 4
1-41
/ 22-
83
111 / 2
12 R
UNGS
@ 1-
0 = 12
-03-
61/ 2
5
3-6
13-0
571
/ 2
2-6
7-0
6
1 / 2 TYP.
2-71/2
TYP.
1" DIA.STEEL RUNGS
STEEL CAGE LADDER
CLADDER L
EL:708-7FINISH/FLOOR
EL: 721-7T/PLATFORM
Section A-A
1-L5x3x3/8x21/2 LONGW/(1)- 1/2" DIA. ANCHOR ROD WITH HILTI HY200 ADHESIVE(31/2" EMBED IN CONCRETE)
PIPE 11/2 STD
11/2"x1/4" BARS, TYP.
1/2" DIA. A307 BOLTS IN 9/16"x 11/4" LONGSLOT HOLES IN ANGLE WITH5/16" THK PLATE WASHER
C4x5.4SIDE RAILS
3/8" THK PLATE
SAMPLE DRAWING: CAGED LADDER VIEWS