SE Corner 2nd Floor Bent Plate - Cook Hall.pdf
2' - 7" 11' - 4" 13' - 8" 7"
6' - 0 1/4"
70' - 2"
18' - 3" 8' - 9" 27' - 0" 18' - 7" 1' - 11" 6' - 6"
502
D.8
6' - 1"
9' - 8" 2 SPA @ 4'-10"
E
9' - 9" 6 1/2"
10' - 0"
11' - 1"
Edge of bent plate installed at 8" from W12x14 is 1.5" from Cook Hall (see attached picture)
41' - 2"
27' - 0"
W18x76
W16x31
8"
534
Edge of bent plate installed at 7 3/8" from center of W18x35 is touching Cook Hall (see attached pictures) 31' - 8"
W18x35 [14]
3 9 S-502 TYP UN W21x44
W21x44
9 S-502
352
W12x14
C B D
NORTH Project Key Plan 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2
08/12/16 08/03/16 07/20/16 06/27/16 06/17/16 06/06/16 05/17/16 05/16/16 05/12/16 05/03/16 04/22/16 04/07/16 03/28/16 03/21/16 03/07/16 03/04/16 1 02/26/16 02/15/16 Rev Date Project Title
CB 1023 CB 1021 CB 1019 CB 1016 CB 1014 CB 1013 CB 1011 BID PACKAGE 4 CB 1010 CB 1009 CB 1007 CB 1006 CB 1005 CB 1004 ADDENDUM #2 STEEL MILL ORDER ADDENDUM #1 BID PACKAGE 2 Description
E
D
27' - 0"
W18x40 [20]
W18x35 [16]
W18x40 [14]
W18x40 [10]
531
1' - 7" 2' - 10"
4"
W10x19 ( 21' - 3 1/2" )
4 1/2"
8' - 2"
W10x12
W18x65
2 3/8"
W12x26
8.5
1' - 0"
6"
6
4' - 6" 6" W14x22
11' - 11"
7.4
B
2 S-232
SEE 9&10/S-701 FOR STAIR 14' - 0"
6"
6' - 8"
530
F
A
11 S-371
C Seeley G. Mudd Hall 2233 Tech Drive, Evanston, IL 60208
6
G 9 S-502
528
528 8" 5' - 1" VIF
8" 11' - 0" VIF
B
1' - 0" 6" EJ
5 S-502
W18x76
F
Stamps & Approvals
8"
15
1' - 1" 10' - 7"
19 S-502
1' - 0"
8"
4' - 10"
6
W18x35
534
529
6" DIA MAX CORE DRILL THRU EXISTING SLAB FOR PLUMBING. COORDINATE W/ PLUMBING . NOTIFY ARCHITECT IF LOCATION IS DIFFERENT BEFORE CUTTING. CORE DRILL THRU EXISTING SLAB FOR LAB FLOOR SINK - SEE DETAIL 12/S-371. NOTIFY ARCHITECT IF LOCATION IS DIFFERENT BEFORE CUTTING. COORDINATE W/ PLUMBING. CORE DRILL THRU EXISTING SLAB FOR FLOOR OR SHOWER DRAIN - SEE DETAIL 12/S-371. NOTIFY ARCHITECT IF LOCATION IS DIFFERENT BEFORE CUTTING. COORDINATE W/ PLUMBING. RETROFIT EXISTING CONCRETE COLUMN PER 14 DETAIL 18/S-322. 2 1/2" NORMAL WEIGHT CONCRETE OVER 2"-20 GA GALV COMPOSITE STEEL DECK (4 1/2" TOTAL). REINF W/ 6X6-W1.4XW1.4 WWR. UNDERSIDE OF DECK TO RECEIVE SPRAY APPLIED FIRE PROOFING. REFER TO ARCH DRAWINGS FOR FIRE RATING. 4 1/2" NORMAL WEIGHT CONCRETE OVER 2"-20 GA GALV COMPOSITE STEEL DECK (6 1/2" TOTAL). REINF W/ 6X6-W2.1XW2.1 WWR. ADDL #4X7'-0" @ 12" OC TYP AT GIRDERS - SEE 8/S-502 AT LOCATION WHERE T/EXISTING SLAB = 28'-9 1/2" ADD 1 1/2" UNREINFORCED CONCRETE TOPPING ON TOP OF 1" RIGID INSULATION ON TOP OF EXISTING SLAB. T/TOPPING = 29'-0" TO MATCH EXISTING - VIF. STEEL RUNWAY BEAM FOR 2 TON BRIDGE CRANE BY BRIDGE CRANE SUPPLIER BELOW. CONNECTION DIRECTLY TO BOTTOM OF W18 STEEL FLOOR FRAMING BEAMS BY BRIDGE CRANE SUPPLIER. STEEL BRIDGE BEAM BELOW BY BRIDGE CRANE SUPPLIER. REFER TO DETAIL 5/S-511 FOR CONNECTION BOTH ENDS OF BEAM SEE DETAIL 18/S-512 FOR HSS7X7 CONNECTION. DECK BRG L6X4X1/2 X CONT (LLV) REFER TO 13/S-502 TYP DECK BRG L4X4X1/2 X CONT - REFER TO 15/S-502. DECK BRG L4X4X1/2 X CONT - REFER TO 8/S-351. EMBED PL CONNECTION - SEE 10/S-301 HSS5X5X3/8 ELEVATOR RAIL SUPPORT POST. COORDINATE LOCATION W/ ELEVATOR SUPPLIER SEE 4/S-512. WELDED CHANNEL FRAME AT FLOOR OPENING SEE 2/S-502. MOMENT CONNECTION - SEE 3/S-503. MOMENT CONNECTION - SEE 4/S-503. SINGLE PLATE CONNECTION AT GIRDER TO GIRDER - SEE 3/S-501. SKEWED SINGLE PLATE CONNECTION AT GIRDER TO GIRDER - SEE 5/S-503. SKEWED GIRDER TO GIRDER CONNECTION - SEE 8 6/S-503. WELDED CHANNEL FRAME AT OPENING FOR LAB FLOOR SINK - SEE 2/S-502. COORDINATE SIZE AND LOCATION W/ PLUMBING. FIXTURE TO BE POURED AND ENCASED W/ CONCRETE FLOOR. MOMENT CONNECTION - SEE 7/S-503.
8' - 8"
W18x40 [16]
8 S-514
523 524 528 4
1' - 6" VIF
5' - 0"
522
1' - 3"
2' - 0"
1' - 0"
4
5' - 8"
528
18' - 6"
528
W12x19
W14x30 2 6 S-512 S-512
6
4"
528 W10x12
W14x30
0"
HSS5x5x1/2 ( 36' - 0" )
HSS5x5x1/2 POST HSS5x5x1/2 ( 36' - 0" )
4
4"
1
3
W12x19
W18x40 [16]
11' - 11" 12' - 8 5/8" 6" 14' - 1"
W18x35 [16]
4
19 S-502
18 S-502
8
W18x76 [16]
505 506 507 508 510 519
352 W18x35
504
2' - 3 1/2"
6
9' - 6" 2 SPA @ 4'-9"
1' - 11"
8' - 10"
W18x35 [16]
W18x35 [16]
W18x35 [16]
W18x35 [16]
W18x35 [16]
6' - 1"
6"
307
522
7
W18x35 [16]
6"
8' - 6" 1' - 6"
9' - 8"
2' - 9"
503
6' - 8"
W10x30
534
W18x35 [16]
W18x35 [16]
W18x35 [16]
W18x35 [16]
W18x35 [16]
W18x35 [16]
W18x35 [16]
X B25
2' - 2"
W18x35 [16]
352 W18x35 [16]
507
82' - 11"
10' - 2" 10" 16' - 0" 1' - 9" 18' - 7"
14
W10x22 3' - 10"
W18x76
W16x31
W10x12
W10x12
W10x12
W18x35 [15]
11
W18x35 10 3/8"
351
W8x10
W10x12 [8]
W18x65 [20]
6' - 3"
W18x65 [14]
310
6
W10x12 [8]
W18x40
1
7' - 0"
W10x30 [7]
350
W10x12
1
X B21
4' - 7"
1' - 2"
C.4
353
4' - 0"
5" 5' - 4" 1' - 6" 9' - 11" 1' - 6"
X B24
310
X B22
4' - 10" 1 S-512
15
8' - 3"
5' - 1"
1' - 6"
505 HSS7x7x3/8 (27'-9")
8" 8 1/4"
529
2' - 2" 3' - 1" 3' - 7"
W10x12
W10x12
W18x35 [26]
W18x35 [16]
W18x35 [16]
W18x35 [16]
4 530
W18x40
1
15
W 12 x1 9
W10x12
W12x19
W12x19 [11] W18x35 [16]
W18x35 [16]
X B24 5"
X B23
2' - 0"
5' - 4"
2' - 0"
10' - 5"
2' - 0"
2' - 0"
1' - 0"
1' - 6"
10 S-351
1' - 4" 1' - 6"
SAWCUT OPENING THRU EXISTING CONCRETE FLOOR DO NOT OVERCUT CORNERS
X B23
9 S-514
W18x65 [8]
310
8"
2
W14x22 [10]
1' - 3" 10' - 2 3/8"
11' - 10"
2
5 S-371
4' - 10"
12
12A S-511 4
4
2"
G
5' - 0"
4
1 S-232
7' - 11 1/4" 7"Ø
1' - 4" 1' - 6"
X B22
8' - 0"
5 S-502
528
2' - 10"
SAWCUT OPENING THRU EXISTING CONCRETE FLOOR DO NOT OVERCUT CORNERS 310
1' - 6"
1' - 6" 1' - 4"
X B21
7' - 0"
10 S-514
4' - 4"
5' - 8"
4' - 6"
10"
1' - 3 1/2"
350
6' - 0"
11' - 7"
9"
12' - 7"
4
507
5' - 4"
309
D
W18x35
4' - 8"
C.3
350
5 S-502
7' - 0"
307
DECK BRG L6x4x1/2xCONT (LLV) 28' - 5 1/2" VIF SEE 14/S502 (TYP)
6' - 0"
8' - 7"
9' - 5"
7' - 5"
3' - 10"
528
W18x65 [20]
12
9"Ø
12
2
8"Ø MAXIMUM CORE DRILL ONLY @ LOCATIONS NOTED
4' - 10"
1' - 6" 506
SAWCUT OPENING THRU EXISTING CONCRETE FLOOR DO NOT OVERCUT CORNERS
7"Ø
1' - 0" 14' - 0"
6' - 4"
6' - 4"
307
352
352
4
1
4' - 11 5/8"
X B30
X B30
B2 9
1' - 0"
X
2' - 10"
1' - 4"
X
1' - 0" 3' - 2"
10' - 10"
1' - 4"
19' - 4" 4 EQ SPA @ 4'-10"
307 5' - 1"
G
4
D.2
1' - 0"
DECK BRG L6x4x1/2xCONT (LLV) 28' - 5 1/2" VIF SEE 13/S502 (TYP)
9' - 8"
9' - 0"
W10x12
W 12 x1 9
W18x76 [20]
1' - 6" 4"
1' - 7"
11 /2" 8 5' ' - 1 -8 1 5/8 " "
W 10 x1 (2 2 8' -5 1 531 /2" ) 4
9"
3' - 2"
1' - 7"
352
10 S-511
5 S-231
504
B2 8
INFILL EXISTING OPENING W/ CONCRETE SEE 1/S-371
6' - 0"
10' - 0"
4' - 10"
11' - 1"
8' - 3"
X B21
4 507
DECK BRG L6x4x1/2xCONT (LLV) 28' - 5 1/2" VIF SEE 14/S502 (TYP)
351
309
8' - 11 7/8"
7 7/8"
10 7/8"
524
W16x31
13' - 4"
309 4
528
EXISTING 9'-0"x9'-0"x9" DROP PANEL - TYP
1' - 3" 6"Ø 7' - 4 1/4"
530
W12x26
14
2' - 0"
SHEET KEYNOTES
318
W14x22 [10]
14' - 1"
7' - 3"
29' - 0" T/EXIST 12 1/2" SLAB
9' - 0"
7' - 5"
W18x106 [24]
318
9 S-351
10" 1' - 8 1/8" 7' - 6"
B2 9
8' - 2 1/2"
12' - 7"
528
309
X B30
6' - 8 1/2"
7' - 0"
506
506
12 S-511
INFILL EXISTING OPENING W/ CONCRETE SEE 2/S-371
X B30
1' - 9 1/4" 5"
4
W18x35 [16]
27' - 0"
12' - 8 1/2"
7' - 0"
1' - 0"
W10x12
W10x12
X B21
524 4
13 S-511
W18x35 [20] 506
8 X B21 REPAIR SIDE AND TOP OF CONCRETE BEAM REPAIR SIDE AND TOP AT AREAS OF UNSOUND DETERIORATING OF CONCRETE STAIR CONCRETE PER DETAIL 19/S-371. ALSO PATCH BEAM AT AREAS OF AND FILL EXISTING SCUPPER OPENINGS. UNSOUND REPAIR UNDERSIDE OF CONCRETE DROP DETERIORATING PANEL AT AREAS OF UNSOUND DETERIORATING CONCRETE PER CONCRETE PER DETAIL 18/S-371. DETAIL 19/S-371 11 13
8"
2' -
W18x40 [13] W18x40 [15] W18x40 [15]
4' - 7" 4" 4" 1' - 11"
31 /4"
C
529
4
W18x35 [20]
B.8
W12x26
352
528
B.6
W 12 x1 9
W 12 x1 9
W10x12
3' - 6" 5' - 6" 5' - 0" 11' - 0"
W8x10
W18x35 [20]
1' - 0"
5 7/8"
528
10 '-
10 '-
X
8"
2' - 10"
3 1/2"
F
9"
6"
HATCH INDICATES 3 1/2" CONC TOPPING REINF W/ 6x6-W1.4xW1.4 WWR ON EXISTING SLAB T/TOPPING = 29'-0" TO MATCH EXIST VIF
INFILL EXISTING OPENING SEE 3/S-371 8"Ø INFILL EXISTING OPENING W/ CONCRETE SEE 1/S-371
33 /4"
5' 8' - 8" -1 15 /8"
11 '-
B2 8
8"Ø
W 10 x1 2
351
X
2"
3 1/2"
4
X B26
11 /2"
504
1' - 9" 3' - 4"
X B31
/8"
2
T/CURB 29' - 4"
4 528 TYP W8x10
11 7' -
530
4
W18x35 [20]
DECK BRG L6x4x1/2xCONT (LLV) 28' - 5 1/2" VIF SEE 14/S502 (TYP)
)
27' - 0"
03
B2 9
/2" 51
DECK BRG L6x4x1/2xCONT (LLV) 28' - 5 1/2" VIF SEE 14/S502 (TYP)
X
1 1/2"
T/EXIST SLAB 29' - 0"
D
7' -
11
4 S-371
5 S-502
529
1' - 10"
10' - 2 3/8" DECK BRG L6x4x1/2xCONT (LLV) 28' - 5 1/2" VIF SEE 13/S502 (TYP) X B30
8' (2
28' - 8 1/2" T/EXIST 9" SLAB
524
12' - 2"
11' - 10"
28' - 10 1/2" T/EXIST 9" SLAB
3
352 W16x31 [16]
8 S-511
VERIFY IN FIELD ALL EXISTING OPENING DIMENSIONS
2' - 3"
1' - 0" VIF
2' - 6" 1' - 2"
11' - 8"
1' - 2"
4' - 11 5/8"
EXIST CONC CURB
3 1/2"
C
9' - 4"
8' - 9 1/2" 11 /2"
28' - 10 1/2" T/EXIST 11" SLAB
REPAIR UNDERSIDE OF CONCRETE SLAB AT AREAS OF EXPOSED REINFORCING PER DETAIL 18/S-371
.
W12x26
6' - 6"
W16x26 [12]
506
309 29' - 0" T/EXIST 9" SLAB
AT LOCATION WHERE T/EXISTING SLAB = 28'-10 1/2" ADD 1 1/2' UNREINFORCED CONCRETE TOPPING ON TOP OF EXISTING SLAB T/TOPPING = 29'-0" TO MATCH EXISTING - VIF
10' - 0"
E
1"
1"
W12x19 [11]
W16x26 [12]
6"
350
W16x26 [12]
12' - 0"
2"
W18x35 [16]
W21x48 [24]
W16x26 [12]
B2 7
309
W12x14
H
W18x35 [20]
3' -
X
W10x12
W16x26 [12]
10' - 3"
13' - 2"
W16x31 [15]
4' - 0"
10' - 2"
W14x22 [11]
30' - 0" 5 SPA @ 6'-0" W 21 x6 8[ 22 ]
352
W12x72 COLUMN
307
9' - 2"
REPAIR SIDE AND TOP OF CONCRETE BEAM AT AREAS OF UNSOUND DETERIORATING CONCRETE PER DETAIL 19/S-371. ALSO PATCH/FILL IN EXISTING SCUPPER OPENING
350
W16x26 [12]
4
9' - 0"
1' - 3 1/4"
E
4
29' - 0" T/EXIST 10 1/2" SLAB
309 14
X B31
27' - 0"
353
REPAIR SIDE AND TOP OF CONCRETE BEAM AT AREAS OF UNSOUND DETERIORATING CONCRETE PER DETAIL 19/S-371
OJ
B
] 14 9[ x1 ] 12 14 W 9[ x1 12 W
28' - 9 1/2" T/EXIST 10" SLAB
11
6' - 0"
HSS16x16x5/8
7"
W18x35 [16]
D 2 1/2"
HSS16x16x5/8
W18x35 [18]
W21x83 [22]
OJ
352
524
530
W18x35 [16]
506
7' - 9"
F
8' - 1 1/2"
W12x26
] 10 ] 9[ 28 x1 6[ 12 x7 W 18 W
11
OJ
W21x48 [24]
1' -8 VI 3/8 F "
12' - 0"
4 10' - 6"
W18x35 [16]
W18x35 [16]
4 REPAIR EXISTING COLUMN FROM FIRST TO SECOND FLOOR AT AREAS OF EXPOSED REINF TIES AND SPALLED CONCRETE PER DETAIL 20/S-371 X B21
W18x76 [17]
OJ
W18x35 [16]
1' - 6"
309
X B23
3 350 W18x35 [16]
W10x12
SAWCUT OPENING THRU EXISTING CONCRETE FLOOR (DO NOT OVERCUT CORNERS)
309
REPAIR EXISTING BRIDGE COLUMN AT AREAS OF EXPOSED REINF TIES AND SPALLED CONCRETE PER DETAIL 20/S-371
352
11' - 0"
W18x60 [18]
X B26
7 S-511
9"
J
529
5' - 6"
W10x12
6 1/4"
HSS7x7x1/2 COLUMN
4
W18x35 [16]
W18x35 [16]
INFILL EXISTING OPENING W/ CONCRETE SEE 1/S-371
27' - 0"
503
3' - 0"
1' - 0"
3' - 4"
3' - 4" 10"
4' - 11 5/8"
1' - 0" 4' - 0" 4' - 11 1/4"
A
] 10 9[ ] x1 14 12 6[ W x7 18 W
X B30
G
4' - 7"
1' - 7" 7' - 0"
B2 1 X
1' - 0" 3' - 0"
5' - 2"
C
1 15' - 1 1/2"
351
DECK BRG L6x4x1/2xCONT (LLV) 28' - 5 1/2" VIF SEE 14/S502 (TYP)
B2 8
L
2' - 0"
5' - 6"
502
W18x35 [16]
2' - 0"
X
502
5' - 3"
5' - 0"
2' - 0" 9' - 1"
W ( 2 10 x1 8' 2 VI 5 1/ F 2" )
-8 "
3' - 7 3/4"
X B30 11' - 10"
309
1' - 9"
10' - 2 3/8"
8' - 0" X B22
27' - 0"
DECK BRG L6x4x1/2xCONT (LLV) 28' - 5 1/2" VIF SEE 13/S502 (TYP)
14' - 8"
XX SEE 16/S-502 FOR STEEL BEAM WEB OPENING.
YY.6
] 10
5'
508
6. EXISTING SMALL ROUND OPENINGS IN SLABS AND BEAMS NOT SHOWN. INFILL OPENINGS PER DETAIL 3/S-371.
YY
] 20
504
5' - 6"
1' - 6" 350
5. ALL STEEL NOTED "IP" INDICATES STEEL MEMBER TO RECEIVE INTUMESCENT FIRE RESISTIVE COATING PER SPECS. APPLY COMPATIBLE RUST INHIBITIVE PRIMER.
352
W18x35 [16]
506
WW
6
5[ x6 18 W
10' - 6"
11 5/8 "
523
W18x60 [50]
4 S-231 10 S-511 8' -
8' - 1 1/2"
2' - 0"
14' - 0" 1' 9"
506
4. ALL STEEL TO REMAIN UNPRIMED AND UNPAINTED UNLESS NOTED OTHERWISE. REFER TO ARCHITECTURAL DWGS FOR FIRE RATING REQUIREMENTS.
9[ x1 12 W
309
DECK BRG L6x4x1/2xCONT (LLV) 28' - 5 1/2" VIF SEE 14/S502 (TYP)
W12x26
W24x84 [26]
X B21
0"
508
M
9 x1 12 9 W x1 12 W
12 S-351
2. REFER TO SHEETS S-631 7 S-632 FOR STEEL COLUMN SCHEDULE AND DETAILS.
° 135
5
W18x50 [16] OC
W18x35 [16]
309
16 7/1 28 "
528
END OF RUNWAY BEAM BELOW
14' - 9"
9' - 6"
5 S-502
2 SPA @ 5'-6"
350
4
350
2 SPA @ 5'-6"
2' - 0" 1' - 6"
12
H
1' - 6" 2' - 0"
506
W18x35
W18x76 [23]
9' - 8"
K
4' - 6"
3 S-231
2 EQ SPA @ 5'-6"
2' - 0"
10 S-511 506
10 S-511
X B24
7 S-351
506
15' - 9"
6" 10"
13' - 6"
2 EQ SPA @ 5'-6"
507
8' - 4"
4 EQ SPA @ 5'-0"
10 S-511
528
7' - 3"
7.
11 S-513
W12x19 [10]
4 1/2"
W18x35 [16]
4 W18x35
3' - 0"
1' - 6"
W18x35
11' - 0"
506
W18x35
4
7
11' - 4"
WW.9
17 OPH S-512
W12x19
16 S-512
16 S-512
W18x35 [8]
OG
528
6 9 3 S-513 S-502 1 W21x83 [18]
7
4 1/2" 4' - 3" 6
4 1' - 7 1/2"
4 1/2"
12' - 8"
17 S-512
3
528
SEE 9/S-702 FOR STAIR
5"
4
4
-
8
11
SEE 7&8/S-702 FOR STAIR
W18x35 [16]
40' - 6"
16 S-512
1. SEE S-001 FOR STRUCTURAL GENERAL NOTES, STRUCTURAL LEGENDS & ABBREVIATIONS.
82' - 5 1/8"
3
3' - 11" 528
GENERAL SHEET NOTES
12
3 S-513
1' - 0"
7 S-513 HSS10x8x3/8 LSV IP AESS-2 (27' - 9")
11
2 S-513
( 28' - 1" )
W18x35 [16]
523
350
5' - 11"
10
12
3. REFER TO SHEETS S-501 & S-502 FOR TYPICAL STEEL DETAILS.
HSS14x6x5/8 LSV IP AESS-2
10 S-513
528
W16x36
W16x26
W10x12
20' - 7"
7
OF
W16x26 [12]
8 S-513
W18x35 [16]
OF
16' - 5 1/2"
16 S-512 W14x26 W14x30 9 S-502 W14x26
528
4
W14x30 W18x65 [20]
4 1/2"
W8x10
8' - 2"
OG 4 1/2" 2' - 1 1/2"
W16x36 528
6
W10x12
OF
W16x26 [12]
1' - 0 1/2"
OF 4
10 S-511
10 '-
12
18' - 7"
9
8.3
HSS16x12x5/8 LSV
W16x26 [12]
7 S-211
END OF RUNWAY BEAM BELOW
OF
OF
W10x12
2' - 6"
8
7.6
7
11
2' - 10"
12
7' - 7"
OF
5' - 9"
5 S-502
W10x12
OF
4
B
OF
W16x26 [12]
W18x76 [30]
OF
W10x12
L4x4x1/2 - SEE 9/S-513 W16x31 T/STEEL = 28' -4"
6.8
10
2' - 0"
24 10 S-513 1' - 7" 4 1/2"
4 1/2"
W18x76 [20]
1' - 11"
OG
1' - 6"
6' - 6"
8' - 7"
W18x50
OF W16x26 [12]
W10x12
OF
5' - 0"
3' - 0"
1' - 6"
W18x50
11' - 0"
4"
4' - 0" TYP
352
20' - 0"
4"
W16x26 [12]
352
W18x60 [18]
1 S-231
X B25
OF
OF
16' - 3"
8"
W16x26
OF
3' - 0"
6.2
6
6
523
4
W21x44 [18]
1' - 6" 1' - 10"
506 W8x10
W16x26
W16x26 [12]
OF
OF
W16x26 [12]
OF
6' - 9" TYP OG
507
W16x26 [12]
OF
OG
W21x44 [18]
352
4' - 0" TYP
OF
OH
OG
W21x44 [18]
4' - 0" TYP
X B21
6 S-351
6"
528
4
2' - 0" 1' - 10"
16
OF
19' - 5 1/4"
27' - 0"
J
9' - 0"
W12x19 [12] OF
1' - 6"
8
OF
8"
W16x26 [12]
OF
5"
2" 5' - 6"
INDICATES EXISTING CONCRETE BEAM SIZES TO BE FIELD VERIFIED
8A S-514
4"
2' - 2"
A X B24
OF
OF
5"
W12x19 [10] W8x10
506
507
18' - 0"
W16x26
OF
OF
4
522
1
W10x12
7' - 9" 6"
2 S-231
15
OF
W16x26 [12]
352
W21x68 [24]
506 TYP 6" 4 528 W16x31 [16]
519
18 S-502 6' - 0" TYP 6" 528
8' - 4"
3' - 9"
3 W21x68 [20]
W10x12
3' - 2" 6"
W10x12
W10x12
352 OF W21x44 [18]
10' - 0"
W18x65 [15]
6" 6" 4' - 2" W8x10
5' - 2" 5' - 5"
W12x14 3
W21x44 [18]
W10x22
W14x26 [13]
3' - 7" 3' - 7"
41' - 7" 27' - 0"
W10x12
510 TYP
9 S-502 W10x12
4
352 528
W10x12
1' - 0" VIF TYP
W21x44 [16]
OD W21x62 [33]
W10x12
4
OF
OF W16x26 [12]
OF
6"
W10x12 OF
OF
OF
W16x26 [12]
350
OH
4 W10x12 2' - 0" 4" 1' - 4" 528
528
OF
352
W10x12
YY
OF
4' - 0" TYP
1' - 6"
W10x12
OF W16x26 [12]
OF
5' - 8"
W18x65 [15]
W14x26 [7]
1' - 2" 13' - 5"
7 S-502
4
W16x26 [12]
6' - 0"
528
L
8"
OF
4' - 0"
W10x12
352
OF
OF W16x26 [12]
W16x26 [12]
OF
4' - 0" TYP
523
W12x19 [8]
W18x76 [20]
OF
OF
OF
2 SPA @ 5'-6"
OF W16x26 [12]
4' - 0" TYP
W16x26
OF 5' - 0"
4' - 0" TYP
OF
523
W16x26 [12]
OF
2 SPA @ 5'-6"
W10x12
W12x19 [8]
OF
7' - 0" TYP
W12x19 [8]
5' - 0" TYP
W16x26
4' - 4"
523
W12x19 [12] OF W16x26 [12]
W14x26 [7]
4' - 6"
3' - 11"
11' - 0"
8" 1' - 11" 10' - 5"
13' - 0"
11' - 7"
5 S-502
XX
K
W16x26
W16x26 5 S-502
22' - 6"
5 S-502
3' - 11" 523
WW
22' - 6"
5' - 0"
1' - 0"
4' - 6"
11' - 0"
M
8" 4' - 5"
18' - 0"
5.8
9
6
27' - 0"
3' - 10"
9' - 0"
TYP
27' - 0"
5.7
99' - 2"
W18x76 [20]
13' - 6"
5.2
5
8
HSS12x8x5/8 LSV IP ( 23' - 0 3/8" )
5' - 5"
4.7
4
W18x35 [16]
3.8
3
7
W18x35 [16]
2.2
6
W18x35 [16]
2
1.3
1
5
2' - 9"
1A
4
6' - 0"
1B
3
W18x35 [16]
2
1
Project Phase
STEEL MILL ORDER
47' - 4"
18' - 6"
3' - 9"
Date
Drawn By
03/04/16
FLAD
Project Number
Checked By
15098-00
FLAD
Sheet Title
8/12/2016 11:50:46 AM
A
1
T/COMPOSITE SLAB = 29' - 0" UN TO MATCH EXISTING VIF (T/STEEL = 28 '- 7 1/2" UN)
SECOND FLOOR FRAMING PLAN 1/8" = 1'-0"
CONCRETE RAISED EQUIPMENT PADS FOR MEP EQUIPMENT NOT SHOWN FOR CLARITY. ALL PADS 3 1/2" THICK - SEE 17/S-301. COORDINATE LOCATIONS AND DIMENSIONS W/ MEP DRAWINGS & MEP CONTRACTOR.
STRUCTURAL SECOND FLOOR FRAMING PLAN 1 Sheet Number
S-202 1
2
3
4
5
6
7
8
9
10
11
12
Rev. No.
16
A
COOK HALL see 2nd picture for blowup of this corner COOK HALL
N
N
6' - 0 1/4"
70' - 2"
18' - 3" 8' - 9" 27' - 0" 18' - 7" 1' - 11" 6' - 6"
502
D.8
6' - 1"
9' - 8" 2 SPA @ 4'-10"
E
9' - 9" 6 1/2"
10' - 0"
11' - 1"
Edge of bent plate installed at 8" from W12x14 is 1.5" from Cook Hall (see attached picture)
41' - 2"
27' - 0"
W18x76
W16x31
8"
534
Edge of bent plate installed at 7 3/8" from center of W18x35 is touching Cook Hall (see attached pictures) 31' - 8"
W18x35 [14]
3 9 S-502 TYP UN W21x44
W21x44
9 S-502
352
W12x14
C B D
NORTH Project Key Plan 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2
08/12/16 08/03/16 07/20/16 06/27/16 06/17/16 06/06/16 05/17/16 05/16/16 05/12/16 05/03/16 04/22/16 04/07/16 03/28/16 03/21/16 03/07/16 03/04/16 1 02/26/16 02/15/16 Rev Date Project Title
CB 1023 CB 1021 CB 1019 CB 1016 CB 1014 CB 1013 CB 1011 BID PACKAGE 4 CB 1010 CB 1009 CB 1007 CB 1006 CB 1005 CB 1004 ADDENDUM #2 STEEL MILL ORDER ADDENDUM #1 BID PACKAGE 2 Description
E
D
27' - 0"
W18x40 [20]
W18x35 [16]
W18x40 [14]
W18x40 [10]
531
1' - 7" 2' - 10"
4"
W10x19 ( 21' - 3 1/2" )
4 1/2"
8' - 2"
W10x12
W18x65
2 3/8"
W12x26
8.5
1' - 0"
6"
6
4' - 6" 6" W14x22
11' - 11"
7.4
B
2 S-232
SEE 9&10/S-701 FOR STAIR 14' - 0"
6"
6' - 8"
530
F
A
11 S-371
C Seeley G. Mudd Hall 2233 Tech Drive, Evanston, IL 60208
6
G 9 S-502
528
528 8" 5' - 1" VIF
8" 11' - 0" VIF
B
1' - 0" 6" EJ
5 S-502
W18x76
F
Stamps & Approvals
8"
15
1' - 1" 10' - 7"
19 S-502
1' - 0"
8"
4' - 10"
6
W18x35
534
529
6" DIA MAX CORE DRILL THRU EXISTING SLAB FOR PLUMBING. COORDINATE W/ PLUMBING . NOTIFY ARCHITECT IF LOCATION IS DIFFERENT BEFORE CUTTING. CORE DRILL THRU EXISTING SLAB FOR LAB FLOOR SINK - SEE DETAIL 12/S-371. NOTIFY ARCHITECT IF LOCATION IS DIFFERENT BEFORE CUTTING. COORDINATE W/ PLUMBING. CORE DRILL THRU EXISTING SLAB FOR FLOOR OR SHOWER DRAIN - SEE DETAIL 12/S-371. NOTIFY ARCHITECT IF LOCATION IS DIFFERENT BEFORE CUTTING. COORDINATE W/ PLUMBING. RETROFIT EXISTING CONCRETE COLUMN PER 14 DETAIL 18/S-322. 2 1/2" NORMAL WEIGHT CONCRETE OVER 2"-20 GA GALV COMPOSITE STEEL DECK (4 1/2" TOTAL). REINF W/ 6X6-W1.4XW1.4 WWR. UNDERSIDE OF DECK TO RECEIVE SPRAY APPLIED FIRE PROOFING. REFER TO ARCH DRAWINGS FOR FIRE RATING. 4 1/2" NORMAL WEIGHT CONCRETE OVER 2"-20 GA GALV COMPOSITE STEEL DECK (6 1/2" TOTAL). REINF W/ 6X6-W2.1XW2.1 WWR. ADDL #4X7'-0" @ 12" OC TYP AT GIRDERS - SEE 8/S-502 AT LOCATION WHERE T/EXISTING SLAB = 28'-9 1/2" ADD 1 1/2" UNREINFORCED CONCRETE TOPPING ON TOP OF 1" RIGID INSULATION ON TOP OF EXISTING SLAB. T/TOPPING = 29'-0" TO MATCH EXISTING - VIF. STEEL RUNWAY BEAM FOR 2 TON BRIDGE CRANE BY BRIDGE CRANE SUPPLIER BELOW. CONNECTION DIRECTLY TO BOTTOM OF W18 STEEL FLOOR FRAMING BEAMS BY BRIDGE CRANE SUPPLIER. STEEL BRIDGE BEAM BELOW BY BRIDGE CRANE SUPPLIER. REFER TO DETAIL 5/S-511 FOR CONNECTION BOTH ENDS OF BEAM SEE DETAIL 18/S-512 FOR HSS7X7 CONNECTION. DECK BRG L6X4X1/2 X CONT (LLV) REFER TO 13/S-502 TYP DECK BRG L4X4X1/2 X CONT - REFER TO 15/S-502. DECK BRG L4X4X1/2 X CONT - REFER TO 8/S-351. EMBED PL CONNECTION - SEE 10/S-301 HSS5X5X3/8 ELEVATOR RAIL SUPPORT POST. COORDINATE LOCATION W/ ELEVATOR SUPPLIER SEE 4/S-512. WELDED CHANNEL FRAME AT FLOOR OPENING SEE 2/S-502. MOMENT CONNECTION - SEE 3/S-503. MOMENT CONNECTION - SEE 4/S-503. SINGLE PLATE CONNECTION AT GIRDER TO GIRDER - SEE 3/S-501. SKEWED SINGLE PLATE CONNECTION AT GIRDER TO GIRDER - SEE 5/S-503. SKEWED GIRDER TO GIRDER CONNECTION - SEE 8 6/S-503. WELDED CHANNEL FRAME AT OPENING FOR LAB FLOOR SINK - SEE 2/S-502. COORDINATE SIZE AND LOCATION W/ PLUMBING. FIXTURE TO BE POURED AND ENCASED W/ CONCRETE FLOOR. MOMENT CONNECTION - SEE 7/S-503.
8' - 8"
W18x40 [16]
8 S-514
523 524 528 4
1' - 6" VIF
5' - 0"
522
1' - 3"
2' - 0"
1' - 0"
4
5' - 8"
528
18' - 6"
528
W12x19
W14x30 2 6 S-512 S-512
6
4"
528 W10x12
W14x30
0"
HSS5x5x1/2 ( 36' - 0" )
HSS5x5x1/2 POST HSS5x5x1/2 ( 36' - 0" )
4
4"
1
3
W12x19
W18x40 [16]
11' - 11" 12' - 8 5/8" 6" 14' - 1"
W18x35 [16]
4
19 S-502
18 S-502
8
W18x76 [16]
505 506 507 508 510 519
352 W18x35
504
2' - 3 1/2"
6
9' - 6" 2 SPA @ 4'-9"
1' - 11"
8' - 10"
W18x35 [16]
W18x35 [16]
W18x35 [16]
W18x35 [16]
W18x35 [16]
6' - 1"
6"
307
522
7
W18x35 [16]
6"
8' - 6" 1' - 6"
9' - 8"
2' - 9"
503
6' - 8"
W10x30
534
W18x35 [16]
W18x35 [16]
W18x35 [16]
W18x35 [16]
W18x35 [16]
W18x35 [16]
W18x35 [16]
X B25
2' - 2"
W18x35 [16]
352 W18x35 [16]
507
82' - 11"
10' - 2" 10" 16' - 0" 1' - 9" 18' - 7"
14
W10x22 3' - 10"
W18x76
W16x31
W10x12
W10x12
W10x12
W18x35 [15]
11
W18x35 10 3/8"
351
W8x10
W10x12 [8]
W18x65 [20]
6' - 3"
W18x65 [14]
310
6
W10x12 [8]
W18x40
1
7' - 0"
W10x30 [7]
350
W10x12
1
X B21
4' - 7"
1' - 2"
C.4
353
4' - 0"
5" 5' - 4" 1' - 6" 9' - 11" 1' - 6"
X B24
310
X B22
4' - 10" 1 S-512
15
8' - 3"
5' - 1"
1' - 6"
505 HSS7x7x3/8 (27'-9")
8" 8 1/4"
529
2' - 2" 3' - 1" 3' - 7"
W10x12
W10x12
W18x35 [26]
W18x35 [16]
W18x35 [16]
W18x35 [16]
4 530
W18x40
1
15
W 12 x1 9
W10x12
W12x19
W12x19 [11] W18x35 [16]
W18x35 [16]
X B24 5"
X B23
2' - 0"
5' - 4"
2' - 0"
10' - 5"
2' - 0"
2' - 0"
1' - 0"
1' - 6"
10 S-351
1' - 4" 1' - 6"
SAWCUT OPENING THRU EXISTING CONCRETE FLOOR DO NOT OVERCUT CORNERS
X B23
9 S-514
W18x65 [8]
310
8"
2
W14x22 [10]
1' - 3" 10' - 2 3/8"
11' - 10"
2
5 S-371
4' - 10"
12
12A S-511 4
4
2"
G
5' - 0"
4
1 S-232
7' - 11 1/4" 7"Ø
1' - 4" 1' - 6"
X B22
8' - 0"
5 S-502
528
2' - 10"
SAWCUT OPENING THRU EXISTING CONCRETE FLOOR DO NOT OVERCUT CORNERS 310
1' - 6"
1' - 6" 1' - 4"
X B21
7' - 0"
10 S-514
4' - 4"
5' - 8"
4' - 6"
10"
1' - 3 1/2"
350
6' - 0"
11' - 7"
9"
12' - 7"
4
507
5' - 4"
309
D
W18x35
4' - 8"
C.3
350
5 S-502
7' - 0"
307
DECK BRG L6x4x1/2xCONT (LLV) 28' - 5 1/2" VIF SEE 14/S502 (TYP)
6' - 0"
8' - 7"
9' - 5"
7' - 5"
3' - 10"
528
W18x65 [20]
12
9"Ø
12
2
8"Ø MAXIMUM CORE DRILL ONLY @ LOCATIONS NOTED
4' - 10"
1' - 6" 506
SAWCUT OPENING THRU EXISTING CONCRETE FLOOR DO NOT OVERCUT CORNERS
7"Ø
1' - 0" 14' - 0"
6' - 4"
6' - 4"
307
352
352
4
1
4' - 11 5/8"
X B30
X B30
B2 9
1' - 0"
X
2' - 10"
1' - 4"
X
1' - 0" 3' - 2"
10' - 10"
1' - 4"
19' - 4" 4 EQ SPA @ 4'-10"
307 5' - 1"
G
4
D.2
1' - 0"
DECK BRG L6x4x1/2xCONT (LLV) 28' - 5 1/2" VIF SEE 13/S502 (TYP)
9' - 8"
9' - 0"
W10x12
W 12 x1 9
W18x76 [20]
1' - 6" 4"
1' - 7"
11 /2" 8 5' ' - 1 -8 1 5/8 " "
W 10 x1 (2 2 8' -5 1 531 /2" ) 4
9"
3' - 2"
1' - 7"
352
10 S-511
5 S-231
504
B2 8
INFILL EXISTING OPENING W/ CONCRETE SEE 1/S-371
6' - 0"
10' - 0"
4' - 10"
11' - 1"
8' - 3"
X B21
4 507
DECK BRG L6x4x1/2xCONT (LLV) 28' - 5 1/2" VIF SEE 14/S502 (TYP)
351
309
8' - 11 7/8"
7 7/8"
10 7/8"
524
W16x31
13' - 4"
309 4
528
EXISTING 9'-0"x9'-0"x9" DROP PANEL - TYP
1' - 3" 6"Ø 7' - 4 1/4"
530
W12x26
14
2' - 0"
SHEET KEYNOTES
318
W14x22 [10]
14' - 1"
7' - 3"
29' - 0" T/EXIST 12 1/2" SLAB
9' - 0"
7' - 5"
W18x106 [24]
318
9 S-351
10" 1' - 8 1/8" 7' - 6"
B2 9
8' - 2 1/2"
12' - 7"
528
309
X B30
6' - 8 1/2"
7' - 0"
506
506
12 S-511
INFILL EXISTING OPENING W/ CONCRETE SEE 2/S-371
X B30
1' - 9 1/4" 5"
4
W18x35 [16]
27' - 0"
12' - 8 1/2"
7' - 0"
1' - 0"
W10x12
W10x12
X B21
524 4
13 S-511
W18x35 [20] 506
8 X B21 REPAIR SIDE AND TOP OF CONCRETE BEAM REPAIR SIDE AND TOP AT AREAS OF UNSOUND DETERIORATING OF CONCRETE STAIR CONCRETE PER DETAIL 19/S-371. ALSO PATCH BEAM AT AREAS OF AND FILL EXISTING SCUPPER OPENINGS. UNSOUND REPAIR UNDERSIDE OF CONCRETE DROP DETERIORATING PANEL AT AREAS OF UNSOUND DETERIORATING CONCRETE PER CONCRETE PER DETAIL 18/S-371. DETAIL 19/S-371 11 13
8"
2' -
W18x40 [13] W18x40 [15] W18x40 [15]
4' - 7" 4" 4" 1' - 11"
31 /4"
C
529
4
W18x35 [20]
B.8
W12x26
352
528
B.6
W 12 x1 9
W 12 x1 9
W10x12
3' - 6" 5' - 6" 5' - 0" 11' - 0"
W8x10
W18x35 [20]
1' - 0"
5 7/8"
528
10 '-
10 '-
X
8"
2' - 10"
3 1/2"
F
9"
6"
HATCH INDICATES 3 1/2" CONC TOPPING REINF W/ 6x6-W1.4xW1.4 WWR ON EXISTING SLAB T/TOPPING = 29'-0" TO MATCH EXIST VIF
INFILL EXISTING OPENING SEE 3/S-371 8"Ø INFILL EXISTING OPENING W/ CONCRETE SEE 1/S-371
33 /4"
5' 8' - 8" -1 15 /8"
11 '-
B2 8
8"Ø
W 10 x1 2
351
X
2"
3 1/2"
4
X B26
11 /2"
504
1' - 9" 3' - 4"
X B31
/8"
2
T/CURB 29' - 4"
4 528 TYP W8x10
11 7' -
530
4
W18x35 [20]
DECK BRG L6x4x1/2xCONT (LLV) 28' - 5 1/2" VIF SEE 14/S502 (TYP)
)
27' - 0"
03
B2 9
/2" 51
DECK BRG L6x4x1/2xCONT (LLV) 28' - 5 1/2" VIF SEE 14/S502 (TYP)
X
1 1/2"
T/EXIST SLAB 29' - 0"
D
7' -
11
4 S-371
5 S-502
529
1' - 10"
10' - 2 3/8" DECK BRG L6x4x1/2xCONT (LLV) 28' - 5 1/2" VIF SEE 13/S502 (TYP) X B30
8' (2
28' - 8 1/2" T/EXIST 9" SLAB
524
12' - 2"
11' - 10"
28' - 10 1/2" T/EXIST 9" SLAB
3
352 W16x31 [16]
8 S-511
VERIFY IN FIELD ALL EXISTING OPENING DIMENSIONS
2' - 3"
1' - 0" VIF
2' - 6" 1' - 2"
11' - 8"
1' - 2"
4' - 11 5/8"
EXIST CONC CURB
3 1/2"
C
9' - 4"
8' - 9 1/2" 11 /2"
28' - 10 1/2" T/EXIST 11" SLAB
REPAIR UNDERSIDE OF CONCRETE SLAB AT AREAS OF EXPOSED REINFORCING PER DETAIL 18/S-371
.
W12x26
6' - 6"
W16x26 [12]
506
309 29' - 0" T/EXIST 9" SLAB
AT LOCATION WHERE T/EXISTING SLAB = 28'-10 1/2" ADD 1 1/2' UNREINFORCED CONCRETE TOPPING ON TOP OF EXISTING SLAB T/TOPPING = 29'-0" TO MATCH EXISTING - VIF
10' - 0"
E
1"
1"
W12x19 [11]
W16x26 [12]
6"
350
W16x26 [12]
12' - 0"
2"
W18x35 [16]
W21x48 [24]
W16x26 [12]
B2 7
309
W12x14
H
W18x35 [20]
3' -
X
W10x12
W16x26 [12]
10' - 3"
13' - 2"
W16x31 [15]
4' - 0"
10' - 2"
W14x22 [11]
30' - 0" 5 SPA @ 6'-0" W 21 x6 8[ 22 ]
352
W12x72 COLUMN
307
9' - 2"
REPAIR SIDE AND TOP OF CONCRETE BEAM AT AREAS OF UNSOUND DETERIORATING CONCRETE PER DETAIL 19/S-371. ALSO PATCH/FILL IN EXISTING SCUPPER OPENING
350
W16x26 [12]
4
9' - 0"
1' - 3 1/4"
E
4
29' - 0" T/EXIST 10 1/2" SLAB
309 14
X B31
27' - 0"
353
REPAIR SIDE AND TOP OF CONCRETE BEAM AT AREAS OF UNSOUND DETERIORATING CONCRETE PER DETAIL 19/S-371
OJ
B
] 14 9[ x1 ] 12 14 W 9[ x1 12 W
28' - 9 1/2" T/EXIST 10" SLAB
11
6' - 0"
HSS16x16x5/8
7"
W18x35 [16]
D 2 1/2"
HSS16x16x5/8
W18x35 [18]
W21x83 [22]
OJ
352
524
530
W18x35 [16]
506
7' - 9"
F
8' - 1 1/2"
W12x26
] 10 ] 9[ 28 x1 6[ 12 x7 W 18 W
11
OJ
W21x48 [24]
1' -8 VI 3/8 F "
12' - 0"
4 10' - 6"
W18x35 [16]
W18x35 [16]
4 REPAIR EXISTING COLUMN FROM FIRST TO SECOND FLOOR AT AREAS OF EXPOSED REINF TIES AND SPALLED CONCRETE PER DETAIL 20/S-371 X B21
W18x76 [17]
OJ
W18x35 [16]
1' - 6"
309
X B23
3 350 W18x35 [16]
W10x12
SAWCUT OPENING THRU EXISTING CONCRETE FLOOR (DO NOT OVERCUT CORNERS)
309
REPAIR EXISTING BRIDGE COLUMN AT AREAS OF EXPOSED REINF TIES AND SPALLED CONCRETE PER DETAIL 20/S-371
352
11' - 0"
W18x60 [18]
X B26
7 S-511
9"
J
529
5' - 6"
W10x12
6 1/4"
HSS7x7x1/2 COLUMN
4
W18x35 [16]
W18x35 [16]
INFILL EXISTING OPENING W/ CONCRETE SEE 1/S-371
27' - 0"
503
3' - 0"
1' - 0"
3' - 4"
3' - 4" 10"
4' - 11 5/8"
1' - 0" 4' - 0" 4' - 11 1/4"
A
] 10 9[ ] x1 14 12 6[ W x7 18 W
X B30
G
4' - 7"
1' - 7" 7' - 0"
B2 1 X
1' - 0" 3' - 0"
5' - 2"
C
1 15' - 1 1/2"
351
DECK BRG L6x4x1/2xCONT (LLV) 28' - 5 1/2" VIF SEE 14/S502 (TYP)
B2 8
L
2' - 0"
5' - 6"
502
W18x35 [16]
2' - 0"
X
502
5' - 3"
5' - 0"
2' - 0" 9' - 1"
W ( 2 10 x1 8' 2 VI 5 1/ F 2" )
-8 "
3' - 7 3/4"
X B30 11' - 10"
309
1' - 9"
10' - 2 3/8"
8' - 0" X B22
27' - 0"
DECK BRG L6x4x1/2xCONT (LLV) 28' - 5 1/2" VIF SEE 13/S502 (TYP)
14' - 8"
XX SEE 16/S-502 FOR STEEL BEAM WEB OPENING.
YY.6
] 10
5'
508
6. EXISTING SMALL ROUND OPENINGS IN SLABS AND BEAMS NOT SHOWN. INFILL OPENINGS PER DETAIL 3/S-371.
YY
] 20
504
5' - 6"
1' - 6" 350
5. ALL STEEL NOTED "IP" INDICATES STEEL MEMBER TO RECEIVE INTUMESCENT FIRE RESISTIVE COATING PER SPECS. APPLY COMPATIBLE RUST INHIBITIVE PRIMER.
352
W18x35 [16]
506
WW
6
5[ x6 18 W
10' - 6"
11 5/8 "
523
W18x60 [50]
4 S-231 10 S-511 8' -
8' - 1 1/2"
2' - 0"
14' - 0" 1' 9"
506
4. ALL STEEL TO REMAIN UNPRIMED AND UNPAINTED UNLESS NOTED OTHERWISE. REFER TO ARCHITECTURAL DWGS FOR FIRE RATING REQUIREMENTS.
9[ x1 12 W
309
DECK BRG L6x4x1/2xCONT (LLV) 28' - 5 1/2" VIF SEE 14/S502 (TYP)
W12x26
W24x84 [26]
X B21
0"
508
M
9 x1 12 9 W x1 12 W
12 S-351
2. REFER TO SHEETS S-631 7 S-632 FOR STEEL COLUMN SCHEDULE AND DETAILS.
° 135
5
W18x50 [16] OC
W18x35 [16]
309
16 7/1 28 "
528
END OF RUNWAY BEAM BELOW
14' - 9"
9' - 6"
5 S-502
2 SPA @ 5'-6"
350
4
350
2 SPA @ 5'-6"
2' - 0" 1' - 6"
12
H
1' - 6" 2' - 0"
506
W18x35
W18x76 [23]
9' - 8"
K
4' - 6"
3 S-231
2 EQ SPA @ 5'-6"
2' - 0"
10 S-511 506
10 S-511
X B24
7 S-351
506
15' - 9"
6" 10"
13' - 6"
2 EQ SPA @ 5'-6"
507
8' - 4"
4 EQ SPA @ 5'-0"
10 S-511
528
7' - 3"
7.
11 S-513
W12x19 [10]
4 1/2"
W18x35 [16]
4 W18x35
3' - 0"
1' - 6"
W18x35
11' - 0"
506
W18x35
4
7
11' - 4"
WW.9
17 OPH S-512
W12x19
16 S-512
16 S-512
W18x35 [8]
OG
528
6 9 3 S-513 S-502 1 W21x83 [18]
7
4 1/2" 4' - 3" 6
4 1' - 7 1/2"
4 1/2"
12' - 8"
17 S-512
3
528
SEE 9/S-702 FOR STAIR
5"
4
4
-
8
11
SEE 7&8/S-702 FOR STAIR
W18x35 [16]
40' - 6"
16 S-512
1. SEE S-001 FOR STRUCTURAL GENERAL NOTES, STRUCTURAL LEGENDS & ABBREVIATIONS.
82' - 5 1/8"
3
3' - 11" 528
GENERAL SHEET NOTES
12
3 S-513
1' - 0"
7 S-513 HSS10x8x3/8 LSV IP AESS-2 (27' - 9")
11
2 S-513
( 28' - 1" )
W18x35 [16]
523
350
5' - 11"
10
12
3. REFER TO SHEETS S-501 & S-502 FOR TYPICAL STEEL DETAILS.
HSS14x6x5/8 LSV IP AESS-2
10 S-513
528
W16x36
W16x26
W10x12
20' - 7"
7
OF
W16x26 [12]
8 S-513
W18x35 [16]
OF
16' - 5 1/2"
16 S-512 W14x26 W14x30 9 S-502 W14x26
528
4
W14x30 W18x65 [20]
4 1/2"
W8x10
8' - 2"
OG 4 1/2" 2' - 1 1/2"
W16x36 528
6
W10x12
OF
W16x26 [12]
1' - 0 1/2"
OF 4
10 S-511
10 '-
12
18' - 7"
9
8.3
HSS16x12x5/8 LSV
W16x26 [12]
7 S-211
END OF RUNWAY BEAM BELOW
OF
OF
W10x12
2' - 6"
8
7.6
7
11
2' - 10"
12
7' - 7"
OF
5' - 9"
5 S-502
W10x12
OF
4
B
OF
W16x26 [12]
W18x76 [30]
OF
W10x12
L4x4x1/2 - SEE 9/S-513 W16x31 T/STEEL = 28' -4"
6.8
10
2' - 0"
24 10 S-513 1' - 7" 4 1/2"
4 1/2"
W18x76 [20]
1' - 11"
OG
1' - 6"
6' - 6"
8' - 7"
W18x50
OF W16x26 [12]
W10x12
OF
5' - 0"
3' - 0"
1' - 6"
W18x50
11' - 0"
4"
4' - 0" TYP
352
20' - 0"
4"
W16x26 [12]
352
W18x60 [18]
1 S-231
X B25
OF
OF
16' - 3"
8"
W16x26
OF
3' - 0"
6.2
6
6
523
4
W21x44 [18]
1' - 6" 1' - 10"
506 W8x10
W16x26
W16x26 [12]
OF
OF
W16x26 [12]
OF
6' - 9" TYP OG
507
W16x26 [12]
OF
OG
W21x44 [18]
352
4' - 0" TYP
OF
OH
OG
W21x44 [18]
4' - 0" TYP
X B21
6 S-351
6"
528
4
2' - 0" 1' - 10"
16
OF
19' - 5 1/4"
27' - 0"
J
9' - 0"
W12x19 [12] OF
1' - 6"
8
OF
8"
W16x26 [12]
OF
5"
2" 5' - 6"
INDICATES EXISTING CONCRETE BEAM SIZES TO BE FIELD VERIFIED
8A S-514
4"
2' - 2"
A X B24
OF
OF
5"
W12x19 [10] W8x10
506
507
18' - 0"
W16x26
OF
OF
4
522
1
W10x12
7' - 9" 6"
2 S-231
15
OF
W16x26 [12]
352
W21x68 [24]
506 TYP 6" 4 528 W16x31 [16]
519
18 S-502 6' - 0" TYP 6" 528
8' - 4"
3' - 9"
3 W21x68 [20]
W10x12
3' - 2" 6"
W10x12
W10x12
352 OF W21x44 [18]
10' - 0"
W18x65 [15]
6" 6" 4' - 2" W8x10
5' - 2" 5' - 5"
W12x14 3
W21x44 [18]
W10x22
W14x26 [13]
3' - 7" 3' - 7"
41' - 7" 27' - 0"
W10x12
510 TYP
9 S-502 W10x12
4
352 528
W10x12
1' - 0" VIF TYP
W21x44 [16]
OD W21x62 [33]
W10x12
4
OF
OF W16x26 [12]
OF
6"
W10x12 OF
OF
OF
W16x26 [12]
350
OH
4 W10x12 2' - 0" 4" 1' - 4" 528
528
OF
352
W10x12
YY
OF
4' - 0" TYP
1' - 6"
W10x12
OF W16x26 [12]
OF
5' - 8"
W18x65 [15]
W14x26 [7]
1' - 2" 13' - 5"
7 S-502
4
W16x26 [12]
6' - 0"
528
L
8"
OF
4' - 0"
W10x12
352
OF
OF W16x26 [12]
W16x26 [12]
OF
4' - 0" TYP
523
W12x19 [8]
W18x76 [20]
OF
OF
OF
2 SPA @ 5'-6"
OF W16x26 [12]
4' - 0" TYP
W16x26
OF 5' - 0"
4' - 0" TYP
OF
523
W16x26 [12]
OF
2 SPA @ 5'-6"
W10x12
W12x19 [8]
OF
7' - 0" TYP
W12x19 [8]
5' - 0" TYP
W16x26
4' - 4"
523
W12x19 [12] OF W16x26 [12]
W14x26 [7]
4' - 6"
3' - 11"
11' - 0"
8" 1' - 11" 10' - 5"
13' - 0"
11' - 7"
5 S-502
XX
K
W16x26
W16x26 5 S-502
22' - 6"
5 S-502
3' - 11" 523
WW
22' - 6"
5' - 0"
1' - 0"
4' - 6"
11' - 0"
M
8" 4' - 5"
18' - 0"
5.8
9
6
27' - 0"
3' - 10"
9' - 0"
TYP
27' - 0"
5.7
99' - 2"
W18x76 [20]
13' - 6"
5.2
5
8
HSS12x8x5/8 LSV IP ( 23' - 0 3/8" )
5' - 5"
4.7
4
W18x35 [16]
3.8
3
7
W18x35 [16]
2.2
6
W18x35 [16]
2
1.3
1
5
2' - 9"
1A
4
6' - 0"
1B
3
W18x35 [16]
2
1
Project Phase
STEEL MILL ORDER
47' - 4"
18' - 6"
3' - 9"
Date
Drawn By
03/04/16
FLAD
Project Number
Checked By
15098-00
FLAD
Sheet Title
8/12/2016 11:50:46 AM
A
1
T/COMPOSITE SLAB = 29' - 0" UN TO MATCH EXISTING VIF (T/STEEL = 28 '- 7 1/2" UN)
SECOND FLOOR FRAMING PLAN 1/8" = 1'-0"
CONCRETE RAISED EQUIPMENT PADS FOR MEP EQUIPMENT NOT SHOWN FOR CLARITY. ALL PADS 3 1/2" THICK - SEE 17/S-301. COORDINATE LOCATIONS AND DIMENSIONS W/ MEP DRAWINGS & MEP CONTRACTOR.
STRUCTURAL SECOND FLOOR FRAMING PLAN 1 Sheet Number
S-202 1
2
3
4
5
6
7
8
9
10
11
12
Rev. No.
16
A
COOK HALL see 2nd picture for blowup of this corner COOK HALL
N
N
