intermountain detailing · for 9/12/2014 field use 1. for field use idi jls09/12/2014 a for...

FOR9/12/2014

FIELD USE09/12/20141. For Field Use IDI JLS

09/08/2014A For Approval IDI JLS

REV. DATE DESCRIPTION BY CHKD BY

OPEN HOLES

PAINT

ARCHITECTENGINEER

PROJECT NAME

LOCATION

CONTRACTOR

DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

JOB No.

DRG No.

13/16" Ø UNL. NTD

PREP: SSPC-SP 2 PAINTING: 1- S/C RED OXIDE 2 MIL DFT UNL. NTD

Peak Steelwww.peaksteel.com

n/aSKA Consulting Engineers, Inc.

1610 N Salem StApex, NC 27523

IHFC Wing Repair

209 South Main Street, High Point, NC 27261

DARI

3D View

www.intermountaindetailing.com

JLS17174

3D

3D VIEW

09/12/20141. For Field Use IDI JLS



OPEN HOLES

PAINT

ARCHITECTENGINEER

PROJECT NAME

LOCATION

CONTRACTOR

DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

JOB No.

DRG No.

13/16" Ø UNL. NTD





IHFC Wing Repair


DARI

Roof Top Framing Plan


JLS17174

E1

DET. 1

BE2

BE2

AE2

AE2

3 3

2 2

ROOF TOP FRAMING PLAN

J

J

I

I

H

H

G

G

F

F

E

E

D

D

DET. 2

L.1

L.1

DETAIL 8

D

D

3 3

E

E

3 3

DETAIL 3

4_1

4_1 TYP.

4_1 TYP.

4_1 4

TYP.

4_1 4

TYP.

2 2

D

D

DETAIL 4

2 2

L.1

L.1

DETAIL 5

FOR9/12/2014

FIELD USE

84'

-01'

-217

'-04'

-85'

-0

DET. 4

1C2 HSS6X

6X8_3

8M11HORIZ. BRACEL3X3X4

_1

8M2KNEE BRACEL3X3X4

_1

9P4 PL8_3"X12

22'-2

21'-8

6

146'-0

26'-0

22'-10

11'-5

22'-10

26'-0

3B2 W14X30

3B3 W14X30

5B4 W12X30

8M9 L3X3X4_1

20'-0

20'-6

3'-23'-22'-92'-31'-91'-39

10'-3 10'-3 10'-3 10'-3 10'-3 10'-3 10'-3 10'-3 10'-22_1 10'-22

_1 10'-0 10'-0

20'-6 20'-6 20'-6 20'-6 20'-5 20'-0

20'-0

DET. 16E3

DET. 12E3

DET. 11E3DET. 10

E3

DET. 9E3

4B4 W14X30

8M3KNEE BRACEL3X3X4

_1

9P2PL8

_3"X12

1C1 HSS6X

6X8_3

8M2KNEE BRACEL3X3X4

_1

9M6 PL8_3"X9

8M6 L3X3X4_1

1C1 HSS6X

6X8_3

20'-0

20'-6 20'-6 20'-6

2'-31'-91'-39

DET. 15E3

DET. 14E3

DET. 3

8M3KNEE BRACEL3X3X4

_1

8M3KNEE BRACEL3X3X4

_1

1C2 HSS6X

6X8_3 8M3

KNEE BRACEL3X3X4

_1

1C2 HSS6X

6X8_3

5B5 W8X10

1C2 HSS6X

6X8_3

20'-0

9M2 9M2

10TR3ROD

4 _3

7B4 W12X30

5B5 W8X10

8M6 L3X3X4_1

8M2KNEE BRACEL3X3X4

_19P4 PL8

_3"X12

5B1 W12X30

10TR3 ROD4_3

4B1 W14X30

3B5

W14

X30

9P2PL8

_3"X12

2B1 W14X30

8M6 L3X3X4_1

1C1 HSS6X

6X8_3

3B5

W14

X30

9P2PL8

_3"X12


_1

4B2 W14X30

1C1 HSS6X

6X8_3

9M6 PL8_3"X9

2B2 W14X30

8M6 L3X3X4_1

20'-0

DET. 8

9P4 PL8_3"X12 9M2 9M2

10TR3 ROD4_3

4B3 W14X30

1C1 HSS6X

6X8_3

8M2KNEE BRACEL3X3X4

_1

3B5

W14

X30

2B2 W14X30

5B1 W12X30

3B5

W14

X30

9P2PL8

_3"X12


_1

8M6 L3X3X4_1 8M6 L3X3X4

_1

9M6 PL8_3"X9

10TR3ROD

4 _3


_1

9P4 PL8_3"X12

8M6 L3X3X4_1

5B5 W8X10

20'-0 20'-0 20'-0

20'-0

20'-5 20'-0

3'-23'-22'-9

DET. 19E3

DET. 18E3

DET. 17E3

8M4KNEE BRACEL3X3X4

_1

8M3KNEE BRACEL3X3X4

_1

1C2 HSS6X

6X8_3

8M3KNEE BRACEL3X3X4

_1

1C2 HSS6X

6X8_3


_1

8M7 L3X3X4_1

5B5 W8X10

1C3 HSS6X

6X8_3

9P4 PL8_3"X12

9M2 9M29M2

9M2

2B2 W14X30

5B1 W12X30

5B5 W8X10

10TR2 ROD4_3 10TR2

ROD4 _3

3B5

W14

X30

2B3 W14X30

4B5 W14X30

5B2 W12X30

9P4PL8

_3"X128M15HORIZ. BRACEL3X3X4

_1

8M7 L3X3X4_18M6 L3X3X4

_1

8M2KNEE BRACEL3X3X4

_1

9M6 PL8_3"X9 9P4 PL8

_3"X12

20'-0

9P5 PL8_3"X129M29M2

3B5

W14

X30

3B5

W14

X30

2B4 W14X30

4B6 W14X30

5B3 W12X30

9P4PL8

_3"X129P5PL8

_3"X12


_1

8M8 L3X3X4_1

5B5 W8X10

8M2KNEE BRACEL3X3X4

_1

1C1 HSS6X

6X8_3

9M6 PL8_3"X9

8M8 L3X3X4_1

1C1 HSS6X

6X8_3

8M2KNEE BRACEL3X3X4

_1

9M6 PL8_3"X9

20'-0 20'-0

11'-5

DET. 5

9M2 9M2

8M4KNEE BRACEL3X3X4

_1

10TR4 ROD4_3

3B4

W14

X30

1C4 HSS6X

6X8_3

8M4KNEE BRACEL3X3X4

_1

8M9 L3X3X4_1

5B5 W8X10

8M2KNEE BRACEL3X3X4

_1

1C1 HSS6X

6X8_3

9P5 PL8_3"X12

22'-2

21'-8

10TR4ROD

4_3

DET. 13E3

2 4_1

7 8_1

24_1

616___15

9P4PL8

_3"X12

7 8_1

616___15

1'-2

MA

X.

5M

IN.

EMBE

D

2 4_1TY

P.

24_1 TYP.

9BO1GRADE B7 EPOXY RODHILTI ANCHOR ROD HAS-E B 2

_1" x 6-2_1

SET w/ HILTI HIT-RE 500INJECTABLE MORTARTYP.

L3X3X4_1

9P4PL8

_3"X12

9M5PL8

_3"X6x 0'-10ADJUST HEIGHTAS REQ'D TOMAKE CONNECTIONAT CONC. BEAM

8M10L3X3X4

_1

ADJUST HEIGHTAS REQ'D TOMAKE CONNECTIONAT CONC. BEAM

9M3L5X3X4

_1

DRILL 16___9 " Ø HL'S

PER HILTI SPEC'S

616___15


_1" x 6-2_1


9M1L3X3X4

_1


8M5L3X3X4

_1


9M3L5X3X4

_1

8M1L6X6X8

_3

x 0'-10ADJUST HEIGHTAS REQ'D TOMAKE CONNECTIONAT CONC. BEAM

9M3L5X3X4

_1

8M1L6X6X8

_3

x 0'-10ADJUST HEIGHTAS REQ'D TOMAKE CONNECTIONAT CONC. BEAM

7 8_1

24_1 TYP.

102_1 MIN.102

_1 MIN.

2 4_1TY

P.

24_1 TYP.

2 4_1TY

P.6 4_3

L3X3X4_1

PL8_3"X9

9P4PL8

_3"X12

L3X3X4_1


PER HILTI SPEC'S

166

148_1 ±48

_1± 4

_1

3- SIDESEA LEGTYP.

5B5W8X10

8M6L3X3X4

_1

8M6L3X3X4

_1

5B1W12X30

9M2L5X3X4

_1

x 0'-6

9M2L5X3X4

_1

x 0'-6

1

TYP.

±

5'-0

64_3

72 4_1TY

P.

24_1 TYP.

L3X3X4_1

AT W14BOTT. FLNG

9P2PL8

_3"X12

6 16___11

78_3

9P5PL8

_3"X12

8M4L3X3X4

_1

KNEE BRACE

8M4L3X3X4

_14_1TYP.

4_1

3- SIDESTYP. EA LEG

4_1 TYP.

4_1

4_1 TYP.

4_1 TYP.

4_1 TYP.

DETAIL 1

DETAIL 2

4_1

4_1 TYP.

4_1

3- SIDESEA LEGTYP.




OPEN HOLES

PAINT

ARCHITECTENGINEER

PROJECT NAME

LOCATION

CONTRACTOR

DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

JOB No.

DRG No.

13/16" Ø UNL. NTD





IHFC Wing Repair


DARI

Sections and Details


JLS17174

E2

0" 0"

4'-0" 4'-0"

D

D

E

E

F

F

G

G

H

H

I

I

J

J

L.1

L.1

4'-0" 4'-0"

0" 0"

F

F

E

E

D

D

I

I

H

H

G

G

D

D

L.1

L.1

J

J

4'-0" 4'-0"

0" 0"

3

3

4'-0" 4'-0"

0" 0"

2

2

FOR9/12/2014

FIELD USE

A - AE1

8M1L6X6X8

_3

9M1L3X3X4

_1

9M3L5X3X4

_1

4 4_3TY

P. @

W8'

s

5B5W8X10

5B5W8X10

5B5W8X10

REMOVE BRICK VENEERAS REQUIRED TO ATTACHPLATES AND ANGLESTO CONCRETE FLOOR BEAM

(2) 2_1 X 0'-1 4

_3 A325NFIELD DRILL 8

_5" Ø HL'SIN TOP FLANGE OF EXISITNG BEAMSGA = 32

_1

TYP. EA SIDE OF COL.THIS LINE

9M3L5X3X4

_19M3

L5X3X4_1

9M3L5X3X4

_1

2B1W14X30

9M3L5X3X4

_1 9M3L5X3X4

_1

9M3L5X3X4

_1

9M3L5X3X4

_1

9M3L5X3X4

_1

C

C

8M2L3X3X4

_1

KNEE BRACE

9M1L3X3X4

_18M5

L3X3X4_1

8M1L6X6X8

_3

9M5PL8

_3"X6

8M10L3X3X4

_1

1C1HSS6X6X8

_3

1C1HSS6X6X8

_3

8M2L3X3X4

_1

KNEE BRACE

(4) 4_3 X 0'-1 4

_3 A325N

4'-0

DET. 642

_1 42_1

8M10L3X3X4

_1

8M2L3X3X4

_1

KNEE BRACE

9M5PL8

_3"X6

1C1HSS6X6X8

_3(4) 4_3 X 0'-2 4

_1 A325NTYP. AT COL. CAPS

8M1L6X6X8

_3

2B2W14X30

2B2W14X30

8M5L3X3X4

_1

8M1L6X6X8

_3

1C1HSS6X6X8

_3

8M2L3X3X4

_1

KNEE BRACE

8M2L3X3X4

_1

KNEE BRACE

8M5L3X3X4

_19M1

L3X3X4_1

8M1L6X6X8

_38M1

L6X6X8_3

1C1HSS6X6X8

_3 EXISTING BEAMTYP. THIS LINE

EXISTING COLUMNTYP. (7) PLC'S

9M3L5X3X4

_1

9M4PL8

_3"X7TYP (8) PLC'STHIS LINE

2B2W14X30

5B5W8X10

9M1L3X3X4

_1

8M1L6X6X8

_32B4

W14X302B3

W14X305B5

W8X10

5B5W8X10

9M5PL8

_3"X6

8M10L3X3X4

_1

8M2L3X3X4

_1

KNEE BRACE

1C1HSS6X6X8

_3

8M5L3X3X4

_1

3B3W14X30

5B5W8X10

8M2L3X3X4

_1

KNEE BRACE

8M1L6X6X8

_3

1C1HSS6X6X8

_3

8M2L3X3X4

_1

KNEE BRACE

9M3L5X3X4

_1

9M3L5X3X4

_1

8M10L3X3X4

_1

9M5PL8

_3"X6

1C1HSS6X6X8

_3

3'-0

1C3HSS6X6X8

_38M4

L3X3X4_1

EXISTING COLUMNTYP. (8) PLC'S

EXISTING BEAMTYP. THIS LINE

(2) 2_1 X 0'-1 4



_1


4B3W14X30

3B5W14X30 9P6

PL8_3"X8

(6) PLC'S THIS LINE

1C2HSS6X6X8

_3

8M3L3X3X4

_1

1C2HSS6X6X8

_3

8M11HORIZ. COL. BRACEL3X3X4

_1

(2) 2_1 X 0'-1 2

_1 A325NT&BTYP.

(3) 4_3 X 0'-1 4

_3 A325NTYP.

8M3L3X3X4

_1


_1

8M3L3X3X4

_1


_1

4B1W14X30

3B5W14X30

42_1 42

_1

3'-0

7

9

3B5W14X30

4B2W14X30

3'-03'-01'-3 1'-9 3B5

W14X30

9P3PL4

_1"X3NS&FS(4) PER COLUMNTYP.

3'-0

1C2HSS6X6X8

_3


_1

8M3L3X3X4

_1


_1

1C2HSS6X6X8

_3

8M3L3X3X4

_1(2) 4

_3 X 0'-2 4_1 A325N

TYP.

1C2HSS6X6X8

_3


_1

B - BE1

4B4W14X30

3B5W14X30

3'-02'-3 2'-9

DET. 7

4B5W14X30

4B6W14X30

3B5W14X30

3'-03'-2

8M3L3X3X4

_1

3B2W14X30

3B4W14X30

3B5W14X30

8M4L3X3X4

_1


_1

8M4L3X3X4

_1

3'-03'-03'-2

1C4HSS6X6X8

_3

9M4PL8

_3"X7x 0'-11 16

___5

ADJUST LOCATIONAS NEEDED TOMISS BEAM JOINT

VERIFYEXISTING BEAMS12X31.8

4_1

4_1

3- SIDESTYP.

DETAIL 6

42_142

_1

6 8_12 8_3

(2) 2_1 X 0'-1 4



_1


8M2L3X3X4

_1

KNEE BRACE1C1

HSS6X6X8_3


DETAIL 7

4_1

4_1

3- SIDESTYP.

2 2

9P3PL4

_1"X3NS&FS(4) PER COLUMNTYP.

8M3L3X3X4

_1

KNEE BRACE

1C2HSS6X6X8

_3

4_1

4_1

3- SIDESTYP.


9M4PL8

_3"X7x 0'-11 16

___5

ADJUST LOCATIONAS NEEDED TOMISS BEAM JOINT

108_5 ±

6

1'-2 MAX.

(2) 2_1 X 1 2_1 A325N

W12X30

L3X3X4_1

PL8_3"X12

(6) 4_3 X 1 4_3 A325N

HSS6X6X8_3

(4) 4_3 X 2 4_1 A325N

C - C

(6) 4_3 X 1 4_3 A325N

(2) 2_1 X 1 2_1 A325N

EXISTING COLUMN

3 16___3

2 8_35 1

6___13

3 4_3

4'-0 84'-8

W14X30

L5X3X4_1

L3X3X4_1

W14X30

5MIN.EMBED


_1" x 6-2_1


48_5 ±


PER HILTI SPEC'S

9M5PL8

_3"X6x 0'-10ADJUST HEIGHTAS REQ'D TOMAKE CONNECTIONAT CONC. BEAM

8M10L3X3X4

_1

x 1'-8 4_1


EXISTING BEAM

D - D

9P6PL8

_3"X8

1

9P3PL4

_1"X39P3PL4

_1"X3

W14X30

W14X30

1C3HSS6X6X8

_3

HORIZ. COL. BRACEL3X3X4

_1

EXISTING COLUMN

PL8_3"X12

FOR9/12/2014

FIELD USE

2 4_1

7 8_1

24_1

616___15

9P4PL8

_3"X12

2 4_1

7 16___3

24_1

616___15

9P4PL8

_3"X12

24_1

616___15

2 4_1

7 16___3

9P4PL8

_3"X12

2 4_1

6 16___11

24_1

78_3

9P5PL8

_3"X12

2 4_1

6 16___11

24_1

78_3

9P5PL8

_3"X12

2 4_1

7

64_3

24_1

9P2PL8

_3"X12

2 4_1

7

24_1

64_3

9P2PL8

_3"X12

2 4_17

24_1

64_3

9P2PL8

_3"X12

2 4_1

7 16___3

24_1

616___15

9P4PL8

_3"X12

24_1

616___15

2 4_1

7 16___3

9P4PL8

_3"X12

9P5PL8

_3"X12

2 4_1

6 16___11

24_1

78_3



OPEN HOLES

PAINT

ARCHITECTENGINEER

PROJECT NAME

LOCATION

CONTRACTOR

DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

JOB No.

DRG No.

13/16" Ø UNL. NTD





IHFC Wing Repair


DARI

Sections and Details


JLS17174

E3

DETAIL 9E1

DETAIL 10E1

DETAIL 11E1 DETAIL 12

E1

DETAIL 13E1

DETAIL 14E1

DETAIL 15E1

DETAIL 16E1

DETAIL 17E1

DETAIL 18E1

DETAIL 19E1

FOR9/12/2014

FABRICATION09/12/20141. For Fabrication IDI JLS



OPEN HOLES

PAINT

ARCHITECTENGINEER

PROJECT NAME

LOCATION

CONTRACTOR

DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

JOB No.

DRG No.

13/16" Ø UNL. NTD





IHFC Wing Repair


DARI

Columns


JLS17174

1

BILL OF MATERIALSHIP

MARKPIECEMARK QTY DESCRIPTION LENGTH REMARKS

1C1 8 HSS6X6X3/8 3'-11" SQ-2 A500-GR.B

p9 PL1/2"X6 1/2"8 1'-0" A36

p19 PL1/2"X6 1/2"8 0'-11 1/2" A36

1C2 6 HSS6X6X3/8 3'-11" SQ-2 A500-GR.B

p7 PL1/2"X6 1/2"6 1'-0" A36

p9 PL1/2"X6 1/2"6 1'-0" A36

p14 PL3/8"X7"6 1'-1 11/16" A36

1C3 1 HSS6X6X3/8 3'-11" SQ-2 A500-GR.B

p7 PL1/2"X6 1/2"1 1'-0" A36

p9 PL1/2"X6 1/2"1 1'-0" A36

p17 PL3/8"X7 1/4"1 0'-10 9/16" A36

1C4 1 HSS6X6X3/8 3'-11" SQ-2 A500-GR.B

p7 PL1/2"X6 1/2"1 1'-0" A36

p9 PL1/2"X6 1/2"1 1'-0" A36

p17 PL3/8"X7 1/4"2 0'-10 9/16" A36

8 - COLUMNS - 1C1

GRID LOCATION BOTTOM ELEVATION

E/3 0"F-G/3 0"G-H/3 0"H-I/3 0"I-J/3 0"

J-L.1/3 0"L.1/3 0"D/3 0"

14_3 14

_3

2_12_1E

L0E

L4'-0

4'-0

(HS

S6X

6X8_3 x

3'-1

1")

42_142

_1A A

BB

16___3

16___3

p19PL2

_1"X6 2_1x 0'-11 2

_1

p9PL2

_1"X6 2_1x 1'-0

1C1

Wes

t

4 2_14

1 2_18 2_1

1 2_1

14_3 14

_3

32_1 12

_112_1

p19PL2

_1"X6 2_1x 0'-11 2

_1

B - B

1 4_31 4_3

1 2_13 2_1

1 2_1

9 12_112

_1

42_1 42

_1

BOTTOM VIEW

p9PL2

_1"X6 2_1x 1'-0

2 - 16___9 "Ø 2 - 16

___9 "Ø

A - A

6 - COLUMNS - 1C2

GRID LOCATION BOTTOM ELEVATION

H/2 0"G/2 0"F/2 0"E/2 0"D/2 0"I/2 0"

1 4_31 4_3

42_142

_1

1 2_13 2_1

1 2_1

912_1 12

_1

BOTTOM VIEW16___3

2 - 16___9 "Ø

p9PL2

_1"X6 2_1x 1'-0

2 - 16___9 "Ø

C - C

42_142

_1

12_1 9 12

_1

1 2_13 2_1

1 2_1

1 4_31 4_3

p7PL2

_1"X6 2_1x 1'-0

D - D

2_12_1

2 16___3

1116___7

EL4

'-0E

L0

42_1 42

_1

316___538

_5

8 16___13

2 2_1

516___13 18

_5

4'-0

(HS

S6X

6X8_3 x

3'-1

1")

42_142

_1

C C

DD

16___3

16___3

16___3

2 - 16___9 "Ø

p14PL8

_3"X7x 1'-1 16

___11

CNTR'D

1C2

Wes

t

p9PL2

_1"X6 2_1x 1'-0

p7PL2

_1"X6 2_1x 1'-0

ONE - COLUMN - 1C3GRID LOCATION BOTTOM ELEVATION

J/2 0"

42_142

_1

1 2_13 2_1

1 2_1

9 12_112

_1

1 4_31 4_3

BOTTOM VIEW

2 - 16___9 "Ø

p9PL2

_1"X6 2_1x 1'-0

2 - 16___9 "Ø

E - E

912_1 12

_1

1 2_11 2_1

3 2_1

42_142

_1

1 4_31 4_3

p7PL2

_1"X6 2_1x 1'-0

F - F

22

7 2_12 1

6___13

216___13 48

_5

58_728

_1

42_142

_1

2_12_1

4'-0

(HS

S6X

6X8_3 x

3'-1

1")

EL4

'-0E

L0

12

_1

3

2'-0

4_12 8_1

42_1 42

_1

FF

E E

16___3

16___3

16___3

p9PL2

_1"X6 2_1x 1'-0

1C3

Wes

t

p17PL8

_3"X7 4_1x 0'-10 16

___9

CNTR'D

p7PL2

_1"X6 2_1x 1'-0

2 - 16___9 "Ø

ONE - COLUMN - 1C4GRID LOCATION BOTTOM ELEVATION

L.1/2 0"

3 2_11 2_1

1 2_1

1 4_31 4_3

12_1912

_1

42_142

_1

p7PL2

_1"X6 2_1x 1'-0

H - H

2 16___13

7 2_1

22

3

12

_1

58_728

_1

48_5216

___13

2 8_1

2_12_1

2'-0

4_1

EL4

'-0E

L0

4'-0

(HS

S6X

6X8_3 x

3'-1

1")

42_142

_1

42_142

_1

I

I

G G

HH

16___3

16___3

16___3

p9PL2

_1"X6 2_1x 1'-0

1C4

Wes

t

p17PL8

_3"X7 4_1x 0'-10 16

___9

CNTR'D

2 - 16___9 "Ø p17 (F/S)

PL8_3"X7 4_1

x 0'-10 16___9

p7PL2

_1"X6 2_1x 1'-0

14_3 14

_3

14_3 14

_3

2 8_12'

-04_1

RD

58_7 28

_1

3

2 - 16___9 "Ø

p17PL8

_3"X7 4_1x 0'-10 16

___9

p17PL8

_3"X7 4_1x 0'-10 16

___9

p9PL2

_1"X6 2_1x 1'-0

p7PL2

_1"X6 2_1x 1'-0

I - I

42_1 42

_1

1 4_31 4_3

3 2_11 2_1

1 2_1

912_1 12

_1

BOTTOM VIEW

p9PL2

_1"X6 2_1x 1'-0

4 - 16___9 "Ø

G - G

FOR9/12/2014

FABRICATION

20'-54_3 (W14X30 x 20'-44

_1)

1 4_11 4_1

1 4_1

4_3

3

33

2 2_17 4_1

1 4_1

EL4

'-0

1 4_1

3 2_13

3

3

1 4_1

4_3

1 4_11 4_1

33

3 2_1

52_19'-118

_3RD

B

Ba2 (B/S)GOL 28

_5

52_1 C/C

L4X4X16___5

x 0'-8 2_1

16___3

3- SIDESTYP.

a24 (N/S)GOL 28

_5(N/S)L4X4X16

___5

x 0'-8 2_1

a2 (F/S)GOL 28

_5(F/S)L4X4X16

___5

x 0'-8 2_12B1

6 - (16___13"x1") SLOTS

52_1 C/C

5 - (16___13"x1") SLOTS

52_1 C/C

3 2_13

3

2 2_1

22_1

52_1

a2L4X4X16

___5

x 0'-8 2_1

a24L4X4X16

___5

x 0'-8 2_1

1 4_1

34_3

1 4_1

EL4

'-0

1 4_1

3

1 4_1

3 2_13

3

1 4_11 4_1

(-8_1) 20'-54

_3 (W14X30 x 20'-44_1) (-8

_1)

52_19'-118

_3RD

1 4_11 4_1

3 2_13

3

D

DC

C

16___3

3- SIDESTYP.a24 (F/S)

GOL 28_5(F/S)

L4X4X16___5

x 0'-8 2_1

a2 (N/S)GOL 28

_5(N/S)L4X4X16

___5

x 0'-8 2_1

a24 (N/S)GOL 28

_5(N/S)L4X4X16

___5

x 0'-8 2_1

a2 (F/S)GOL 28

_5(F/S)L4X4X16

___5

x 0'-8 2_12B2

5 - (16___13"x1") SLOTS

52_1 C/C

5 - (16___13"x1") SLOTS

52_1 C/C

3

3

4_3

2 2_17 4_1

22_1

2 2_1

52_1

33

3 2_1

a2L4X4X16

___5

x 0'-8 2_1a24L4X4X16

___5

x 0'-8 2_1

3 2_13

3

2 2_1

22_1

52_1

a2L4X4X16

___5

x 0'-8 2_1

a24L4X4X16

___5

x 0'-8 2_1

1 4_1

4_3

1 4_1

3

4_3

1 4_1

EL4

'-0

1 4_1

7 4_12 2_1

3

1 4_1

3

3

1 4_1

1 4_1

(-8_1)20'-44

_3 (W14X30 x 20'-34_1)(-8

_1)

33 2_1

3

33

3 2_1

E

EE

E

16___3

3- SIDESTYP.

a24 (N/S)GOL 28

_5(N/S)L4X4X16

___5

x 0'-8 2_1

a2 (N/S)GOL 28

_5(N/S)L4X4X16

___5

x 0'-8 2_1

a24 (F/S)GOL 28

_5(F/S)L4X4X16

___5

x 0'-8 2_1

a2 (F/S)GOL 28

_5(F/S)L4X4X16

___5

x 0'-8 2_12B3

5 - (16___13"x1") SLOTS

52_1 C/C 5 - (16

___13"x1") SLOTS52

_1 C/C

52_19'-108

_7RD

1 4_1

52_1

33

3 2_1

2 2_1

22_1

a2L4X4X16

___5

x 0'-8 2_1a24L4X4X16

___5

x 0'-8 2_1

52_1

33

3 2_1

2 2_1

22_1

a2L4X4X16

___5

x 0'-8 2_1a24L4X4X16

___5

x 0'-8 2_1

1 4_1

4_3

1 4_1

3

4_3

1 4_1

EL4

'-0

1 4_1

7 4_12 2_1

3

1 4_1

3

3

1 4_1

1 4_1

33 2_1

3

(-8_1)19'-114

_3 (W14X30 x 19'-104_1)(-8

_1)

33

3 2_1

F

FF

F

16___3

3- SIDESTYP.

a24 (N/S)GOL 28

_5(N/S)L4X4X16

___5

x 0'-8 2_1

a2 (N/S)GOL 28

_5(N/S)L4X4X16

___5

x 0'-8 2_1

a24 (F/S)GOL 28

_5(F/S)L4X4X16

___5

x 0'-8 2_1

a2 (F/S)GOL 28

_5(F/S)L4X4X16

___5

x 0'-8 2_12B4

5 - (16___13"x1") SLOTS

52_1 C/C

5 - (16___13"x1") SLOTS

52_1 C/C

52_19'-88

_3RD

1 4_1

09/12/20141. For Fabrication IDI JLS



OPEN HOLES

PAINT

ARCHITECTENGINEER

PROJECT NAME

LOCATION

CONTRACTOR

DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

JOB No.

DRG No.

13/16" Ø UNL. NTD





IHFC Wing Repair


DARI

Beams


JLS17174

2



2B1 1 W14X30 20'-4 1/4" SQ-2 A992

a2 L4X4X5/163 0'-8 1/2" A36

a24 L4X4X5/161 0'-8 1/2" A36

2B2 3 W14X30 20'-4 1/4" SQ-2 A992

a2 L4X4X5/166 0'-8 1/2" A36

a24 L4X4X5/166 0'-8 1/2" A36

2B3 1 W14X30 20'-3 1/4" SQ-2 A992

a2 L4X4X5/162 0'-8 1/2" A36

a24 L4X4X5/162 0'-8 1/2" A36

2B4 1 W14X30 19'-10 1/4" SQ-2 A992

a2 L4X4X5/162 0'-8 1/2" A36

a24 L4X4X5/162 0'-8 1/2" A36

ONE - BEAM - 2B1WF 3/8"x

x 1/4"13 7/8"6 3/4"

B - B

3 - BEAMS - 2B2WF 3/8"x

x 1/4"13 7/8"6 3/4"

C - C D - D


x 1/4"13 7/8"6 3/4"

E - E


x 1/4"13 7/8"6 3/4"

F - F

FOR9/12/2014

FABRICATION

52_1

33

3 2_1

2 2_1

22_1

a2L4X4X16

___5

x 0'-8 2_1a24L4X4X16

___5

x 0'-8 2_1

22'-94_3 (W14X30 x 22'-84

_1)

4_31 4_1

1 4_13 2_1

33

3

3

1 4_1

3

2 2_17 4_1

1 4_1

EL4

'-0

1 4_1

4_3

3

1 4_1

1 4_1

33 2_1

3

1 4_1

52_111'-18

_3RDA

A

a2 (B/S)GOL 28

_5

52_1 C/C

L4X4X16___5

x 0'-8 2_1

16___3

3- SIDESTYP.

3B3

6 - (16___13"x1") SLOTS

52_1 C/C

a24 (F/S)GOL 28

_5(F/S)L4X4X16

___5

x 0'-8 2_1

a2 (N/S)GOL 28

_5(N/S)L4X4X16

___5

x 0'-8 2_15 - (16

___13"x1") SLOTS52

_1 C/C

27

16___5

316

___5

9

2

12

_1

3

616

___1

52_152

_1

4

EL4

'-03

33

(-2_1) W14X30 x 26'-52

_1

25'-84_32'-104

_3RD

33

3 2_1

25'-723'-94_1

2 8_72 8_1

28_1

3 2_13

3

7 16___510

16___9

16___3

2 - 16___13"Ø

GA 32_1

2 - 16___9 "Ø

3B2

p17PL8

_3"X7 16___5

x 0'-10 16___9

CNTR'D

4 - 16___13"Ø

GA 32_13 16

___5

2

EL4

'-03 2_1

33

33 2_1

1016

___9

4_3

19'-114_1

28_1

1 4_11 4_1

3

3

716

___5

316

___5

7 16___52

23 16

___5616

___1

12

_1

3

2 18_7 48

_1

2 2_12 2_1

6

a2 (B/S)GOL 28

_5

52_1 C/C

L4X4X16___5

x 0'-8 2_116___33- SIDES

16___3 TYP.

2 - 16___9 "Ø

4 - 16___13"Ø

GA 32_1

6 - (16___13"x1") SLOTS

52_1 C/C

p16PL8

_3"X7x 0'-8CNTR'D

3B4

p17PL8

_3"X7 16___5

x 0'-10 16___9

CNTR'D

2 - 16___9 "Ø

52_14'-104

_352_1104

_3RD

4'-18_3 18

_7

1 4_1

22'-18_3 (W14X30 x 22'-08

_5) (-8_1)

1 4_1

52_1

1012_1

2 8_71 1

6___132 8_382

_1

52_1

3

4'-18_3 18

_7

1012_1

22'-18_3 (W14X30 x 22'-08

_5) (-8_1)

33

3 2_1

1 4_1

33

3 2_1

EL4

'-0

1 4_1

82_1

1 16___13

2 8_32 8_7

2 18_7 48

_1

52_1

4_3

52_1

62 2_1

2 2_1

a2 (B/S)GOL 28

_5

52_1 C/C

L4X4X16___5

x 0'-8 2_1

16___33- SIDES

16___3

2 - 16___9 "Ø

4 - 16___13"Ø

GA 32_1

6 - (16___13"x1") SLOTS

52_1 C/C

p16PL8

_3"X7x 0'-8CNTR'D

3B53

3

1 4_11 4_1

52_14'-104

_352_1104

_3RD




OPEN HOLES

PAINT

ARCHITECTENGINEER

PROJECT NAME

LOCATION

CONTRACTOR

DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

JOB No.

DRG No.

13/16" Ø UNL. NTD





IHFC Wing Repair


DARI

Beams


JLS17174

3



3B2 1 W14X30 26'-5 1/2" SQ-2 A992

p17 PL3/8"X7 5/16"1 0'-10 9/16" A36

3B3 1 W14X30 22'-8 1/4" SQ-2 A992

a2 L4X4X5/163 0'-8 1/2" A36

a24 L4X4X5/161 0'-8 1/2" A36

3B4 1 W14X30 22'-0 5/8" SQ-2 A992

a2 L4X4X5/162 0'-8 1/2" A36

p16 PL3/8"X7"1 0'-8" A36

p17 PL3/8"X7 5/16"1 0'-10 9/16" A36

3B5 7 W14X30 22'-0 5/8" SQ-2 A992

a2 L4X4X5/1614 0'-8 1/2" A36

p16 PL3/8"X7"7 0'-8" A36


x 1/4"13 7/8"6 3/4"

A - A


x 1/4"13 7/8"6 3/4"


x 1/4"13 7/8"6 3/4"

7 - BEAMS - 3B5WF 3/8"x

x 1/4"13 7/8"6 3/4"

FOR9/12/2014

FABRICATION

EL4

'-0

2 16___13

2 2_1

4 16___11

3

1 2_1

3 2_13

3

W14X30 x 20'-52_1 (-2

_1)

912_1

20'-12_12'-916

___15

116___11

33

3

20'-32_11'-04

_1RD

4 8_5

4 16___9

9 16___3

22

3

7

52_1

16___3

2 - 16___9 "Ø

2 - 16___13"Ø

GA 32_1

4 - 16___13"Ø

GA 32_1

p18PL8

_3"X7x 0'-9 16

___3

CNTR'D4B1

22

4 16___9

4 8_5

9 16___34 16___11

3

1 2_1

2 16___13

2 2_1

19'-72'-316___7

114_3RD 19'-9

4

116___11

52_12

33

3 2_133

3

EL4

'-0

(-2_1)W14X30 x 19'-11(-2

_1)

33

3

16___3

2 - 16___9 "Ø

2 - 16___13"Ø

GA 32_1

2 - 16___13"Ø

GA 32_1

p18PL8

_3"X7x 0'-9 16

___3

CNTR'D4B2

7

3

2

4 8_5

4 16___9

9 16___3

1 2_1

34 16___11

2 2_12 1

6___13

19'-72'-316___7

4

116___11

2

33

3

EL4

'-0

W14X30 x 19'-11 (-2_1)(-2

_1)

33

3 2_1

33

3

19'-91'-114_11'-54

_3RD

52_1

16___3

2 - 16___9 "Ø

2 - 16___13"Ø

GA 32_1

2 - 16___13"Ø

GA 32_1

p18PL8

_3"X7x 0'-9 16

___3

CNTR'D4B3

7

32

22

52_1

9 16___3

4 16___9

1 2_1

34 16___11

2 2_12 1

6___13

19'-72'-316___7

4

116___11

2

33

3

EL4

'-0

W14X30 x 19'-11 (-2_1)(-2

_1)

33

3 2_1

33

3

19'-92'-54_11'-114

_3RD

4 8_5

16___3

2 - 16___9 "Ø

2 - 16___13"Ø

GA 32_1

2 - 16___13"Ø

GA 32_1

p18PL8

_3"X7x 0'-9 16

___3

CNTR'D4B4

7

332

2

(-2_1)

33

3

9 16___34 16___11

3

1 2_1

2 16___13

2 2_1

19'-72'-316___7

2'-54_3 2'-114

_1 19'-92RD

4

116___11

33 2_1

3

52_1

EL4

'-0

33

3

(-2_1)

4 8_54 16___9

16___3

2 - 16___9 "Ø

2 - 16___13"Ø

GA 32_1

2 - 16___13"Ø

GA 32_1

p18PL8

_3"X7x 0'-9 16

___3

CNTR'D

4B5

W14X30 x 19'-11

7

3 2_1

EL4

'-0

(-2_1)

17'-94_1

116___11

316

___5

716

___5

52_1

12

_1

616

___1

3

32

27

33

3

7 16___5

33

3

W14X30 x 19'-11

22

3 16___5

4 8_54 16___9

16___3TYP.

2 - 16___9 "Ø

2 - 16___13"Ø

GA 32_1

2 - 16___13"Ø

GA 32_1

p18PL8

_3"X7x 0'-9 16

___3

CNTR'D

4B6

p17PL8

_3"X7 16___5

x 0'-10 16___9

CNTR'D

2 - 16___9 "Ø

(-2_1)

9 16___3

1 2_1

34 16___11

2 16___13

2 2_1

2'-316___7 19'-7

2RD

2'-104_3 3'-44

_1 19'-9

4

28_1

1016

___9

33




OPEN HOLES

PAINT

ARCHITECTENGINEER

PROJECT NAME

LOCATION

CONTRACTOR

DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

JOB No.

DRG No.

13/16" Ø UNL. NTD





IHFC Wing Repair


DARI

Beams


JLS17174

4



4B1 1 W14X30 20'-5 1/2" SQ-2 A992

p18 PL3/8"X7"1 0'-9 3/16" A36

4B2 1 W14X30 19'-11" SQ-2 A992

p18 PL3/8"X7"1 0'-9 3/16" A36

4B3 1 W14X30 19'-11" SQ-2 A992

p18 PL3/8"X7"1 0'-9 3/16" A36

4B4 1 W14X30 19'-11" SQ-2 A992

p18 PL3/8"X7"1 0'-9 3/16" A36

4B5 1 W14X30 19'-11" SQ-2 A992

p18 PL3/8"X7"1 0'-9 3/16" A36

4B6 1 W14X30 19'-11" SQ-2 A992

p17 PL3/8"X7 5/16"1 0'-10 9/16" A36

p18 PL3/8"X7"1 0'-9 3/16" A36


x 1/4"13 7/8"6 3/4"


x 1/4"13 7/8"6 3/4"


x 1/4"13 7/8"6 3/4"


x 1/4"13 7/8"6 3/4"


x 1/4"13 7/8"6 3/4"


x 1/4"13 7/8"6 3/4"

SHEET 6 NO LONGER USED

FOR9/12/2014

FABRICATION

52_1

2 2_12 2_1

2 4_1

2 2_1

22_1

a23L4X4X16

___5

x 0'-7 2_1

a3L4X4X16

___5

x 0'-7 2_1

2 4_12 2_1

2 2_1

20'-54_3 (W12X30 x 20'-44

_1)

9'-118_3RD 52

_1

3 2_1 3 2_1

3 3

1 4_11 4_1

2 2_13 2_1

EL3

'-94_3

1 4_1

2 2_12 4_1

2 2_1

4_3

1 4_1

4_3

B

BA

A

16___3

3- SIDESTYP. 16

___33- SIDES

TYP.

a23 (N/S)GOL 28

_5(N/S)L4X4X16

___5

x 0'-7 2_1

a3 (F/S)GOL 28

_5(F/S)L4X4X16

___5

x 0'-7 2_1a3 (N/S)GOL 28

_5(N/S)L4X4X16

___5

x 0'-7 2_1

a23 (F/S)GOL 28

_5(F/S)L4X4X16

___5

x 0'-7 2_1

5B15 - (16

___13"x1") SLOTS52

_1 C/C5 - (16

___13"x1") SLOTS52

_1 C/C

2 2_1

22_1

2 2_12 2_1

2 4_1

24_324

_3

a3L4X4X16

___5

x 0'-7 2_1

a23L4X4X16

___5

x 0'-7 2_1

2 2_12 2_1

2 4_1

52_1

2 2_1

22_1

a3L4X4X16

___5

x 0'-7 2_1

a23L4X4X16

___5

x 0'-7 2_1

2 2_12 2_1

2 4_1

52_1

22_1

2 2_1

a3L4X4X16

___5

x 0'-7 2_1

a23L4X4X16

___5

x 0'-7 2_1

4_3

4_3

1 4_11 4_1

EL3

'-94_3

3 2_12 2_1

1 4_11 4_1

33

3 2_13 2_1

52_19'-108

_7RD

20'-44_3 (W12X30 x 20'-34

_1)

2 2_12 2_1

2 4_1 2 4_12 2_1

2 2_1

C

CD

D 16___3

3- SIDESTYP.

16___3

3- SIDESTYP.

a23 (N/S)GOL 28

_5(N/S)L4X4X16

___5

x 0'-7 2_1

a3 (F/S)GOL 28

_5(F/S)L4X4X16

___5

x 0'-7 2_1a3 (N/S)GOL 28

_5(N/S)L4X4X16

___5

x 0'-7 2_1

a23 (F/S)GOL 28

_5(F/S)L4X4X16

___5

x 0'-7 2_1

5B25 - (16

___13"x1") SLOTS52

_1 C/C5 - (16

___13"x1") SLOTS52

_1 C/C

4_3

4_3

1 4_11 4_1

EL3

'-94_3

2 2_13 2_1

1 4_1

2 2_12 2_1

2 4_1 1 4_1

33

3 2_13 2_1

52_19'-88

_3RD

19'-114_3 (W12X30 x 19'-104

_1)

2 4_12 2_1

2 2_1

E

EE

E 16___3

3- SIDESTYP.

16___3

3- SIDESTYP.

a3 (F/S)GOL 28

_5(F/S)L4X4X16

___5

x 0'-7 2_1

a23 (N/S)GOL 28

_5(N/S)L4X4X16

___5

x 0'-7 2_1

a3 (N/S)GOL 28

_5(N/S)L4X4X16

___5

x 0'-7 2_1

a23 (F/S)GOL 28

_5(F/S)L4X4X16

___5

x 0'-7 2_1

5B35 - (16

___13"x1") SLOTS52

_1 C/C5 - (16

___13"x1") SLOTS52

_1 C/C

2 2_12 2_1

2 4_1

22_1

2 2_1

52_1

a23L4X4X16

___5

x 0'-7 2_1a3L4X4X16

___5

x 0'-7 2_1

4_3

3 2_1 1 4_1

22'-94_3 (W12X30 x 22'-84

_1)

52_111'-18

_3RD

3 2_1

3 3

1 4_1

3 2_12 2_1

EL3

'-94_3

1 4_1

2 2_12 2_1

2 4_1 1 4_1

4_3

2 2_12 4_1

2 2_1

G

G

a3 (B/S)GOL 28

_5

52_1 C/C

L4X4X16___5

x 0'-7 2_1

16___33- SIDES

16___3

3- SIDESTYP.

5B4

6 - (16___13"x1") SLOTS

52_1 C/C

a3 (F/S)GOL 28

_5(F/S)L4X4X16

___5

x 0'-7 2_1

a23 (N/S)GOL 28

_5(N/S)L4X4X16

___5

x 0'-7 2_15 - (16

___13"x1") SLOTS52

_1 C/C

52_1

2 4_12 2_1

2 2_1

2 2_1

22_1

a3L4X4X16

___5

x 0'-7 2_1

a23L4X4X16

___5

x 0'-7 2_1

2 2_12 2_1

2 2_12 2_1

(-8_1) 3'-114

_3 (W8X10 x 3'-104_1) (-8

_1)

EL4

'-14_1

1 4_11 4_1

4_3

4_3

1 4_11 4_1

a1 (B/S)GOL 216

___11

52_1 C/C

L4X4X16___5

x 0'-5

a1 (B/S)GOL 216

___11

52_1 C/C

L4X4X16___5

x 0'-5

16___3 3- SIDES

4 - (16___13"x1") SLOTS

52_1 C/C

4 - (16___13"x1") SLOTS

52_1 C/C

5B5




OPEN HOLES

PAINT

ARCHITECTENGINEER

PROJECT NAME

LOCATION

CONTRACTOR

DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

JOB No.

DRG No.

13/16" Ø UNL. NTD





IHFC Wing Repair


DARI

Beams


JLS17174

5



5B1 3 W12X30 20'-4 1/4" SQ-2 A992

a3 L4X4X5/166 0'-7 1/2" A36

a23 L4X4X5/166 0'-7 1/2" A36

5B2 1 W12X30 20'-3 1/4" SQ-2 A992

a3 L4X4X5/162 0'-7 1/2" A36

a23 L4X4X5/162 0'-7 1/2" A36

5B3 1 W12X30 19'-10 1/4" SQ-2 A992

a3 L4X4X5/162 0'-7 1/2" A36

a23 L4X4X5/162 0'-7 1/2" A36

5B4 1 W12X30 22'-8 1/4" SQ-2 A992

a3 L4X4X5/163 0'-7 1/2" A36

a23 L4X4X5/161 0'-7 1/2" A36

3 - BEAMS - 5B1WF 7/16"x

x 1/4"12 3/8"6 1/2"

B - B A - A


x 1/4"12 3/8"6 1/2"

D - D C - C


x 1/4"12 3/8"6 1/2"

E - E


x 1/4"12 3/8"6 1/2"

G - G

7 - BEAMS - 5B5WF 3/16"x

x 3/16"7 7/8"4"

SHEET 6 NO LONGER USED

FOR9/12/2014

FABRICATION




OPEN HOLES

PAINT

ARCHITECTENGINEER

PROJECT NAME

LOCATION

CONTRACTOR

DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

JOB No.

DRG No.

13/16" Ø UNL. NTD





IHFC Wing Repair


DARI

Beams


JLS17174

7



7B4 1 W12X30 20'-4 1/4" SQ-2 A992

a3 L4X4X5/163 0'-7 1/2" A36

a23 L4X4X5/161 0'-7 1/2" A36


x 1/4"12 3/8"6 1/2"

2 2_12 2_1

2 4_1

2 2_12 2_1

2 4_1

(-8_1) 20'-54

_3 (W12X30 x 20'-44_1) (-8

_1)

9'-118_3RD 52

_1

3 2_1 3 2_1

3 3

1 4_11 4_1

3 2_12 2_1

EL3

'-94_3

1 4_11 4_1

4_3

4_3

A

Aa3 (B/S)GOL 28

_5

52_1 C/C

L4X4X16___5

x 0'-7 2_1

16___3

3- SIDESTYP.16

___33- SIDESTYP.

5 - (16___13"x1") SLOTS

52_1 C/C

6 - (16___13"x1") SLOTS

52_1 C/C

7B4

a23 (F/S)GOL 28

_5(F/S)L4X4X16

___5

x 0'-7 2_1a3 (N/S)GOL 28

_5(N/S)L4X4X16

___5

x 0'-7 2_1

2 2_1

22_1

52_1

2 4_12 2_1

2 2_1

a3L4X4X16

___5

x 0'-7 2_1

a23L4X4X16

___5

x 0'-7 2_1

A - A

FOR9/12/2014

FABRICATION

42

L6X6X8_3 x 10

12_112

_1 7

2 - 8_5"Ø

8M1L6X6X8

_3

x 0'-10

1 2_11 2_1

1 2_11 2_1

(-1016___15) L3X3X4

_1 x 5'-1116___9 (-316

___5 )

12_1

RD3 5'-716

___1 3

2 - 16___9 "Ø

2 - 16___9 "Ø

8M2

1 2_11 2_1

1 2_11 2_1

(-108_1) L3X3X4

_1 x 3'-10 (-916___1 )

12_1

RD3 3'-52

_1 3

2 - 16___9 "Ø

2 - 16___9 "Ø

8M31 2_1

1 2_1

1 2_11 2_1

(-1'-016___5 ) L3X3X4

_1 x 2'-716___13 (-616

___13)

12_1

RD3 2'-316

___5 3

2 - 16___9 "Ø

2 - 16___9 "Ø

8M4

12

12 (-16___11) L3X3X4

_1 x 1'-916___7 (-316

___11)

3

8M5

(-48_1)L3X3X4

_1 x 10'-1(-616___15)

8M6

(-48_1)L3X3X4

_1 x 10'-02_1(-616

___15)

8M7

(-416___5 )L3X3X4

_1 x 9'-10(-616___15)

8M8

(-416___9 )L3X3X4

_1 x 11'-1(-78_5)

8M9

L3X3X4_1 x 1'-84

_1

8M10

18_7

12

L3X3X4_1 x 3'-108

_7 (-1116___1 )

2_1

8M11

316___3

12

L3X3X4_1 x 4'-416

___13 (-62_1)

16___13

8M12

416___7

12

L3X3X4_1 x 4'-916

___1 (-44_1)

18_1

8M13

116___7

(-316___11)5'-08

_1 (L3X3X4_1 x 5'-08

_1)516

___11

12

8M14

14_3

(-38_1)L3X3X4

_1 x 5'-38_5

616___15

12

8M15

2

(-216___13)5'-616

___11 (L3X3X4_1 x 5'-616

___11)8

12

8M16




OPEN HOLES

PAINT

ARCHITECTENGINEER

PROJECT NAME

LOCATION

CONTRACTOR

DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

JOB No.

DRG No.

13/16" Ø UNL. NTD





IHFC Wing Repair


DARI

Angles and Miscellaneous


JLS17174

8



8M1 8 L6X6X3/8 0'-10" SQ-2 A36

8M2 8 L3X3X1/4 5'-11 9/16" SQ-2 A36

8M3 6 L3X3X1/4 3'-10" SQ-2 A36

8M4 3 L3X3X1/4 2'-7 13/16" SQ-2 A36

8M5 4 L3X3X1/4 1'-9 7/16" SQ-1/BEV-1 A36

8M6 8 L3X3X1/4 10'-1" SQ-2 A36

8M7 2 L3X3X1/4 10'-0 1/2" SQ-2 A36

8M8 2 L3X3X1/4 9'-10" SQ-2 A36

8M9 2 L3X3X1/4 11'-1" SQ-2 A36

8M10 4 L3X3X1/4 1'-8 1/4" SQ-2 A36

8M11 1 L3X3X1/4 3'-10 7/8" SQ-1/BEV-1 A36

8M12 1 L3X3X1/4 4'-4 13/16" SQ-1/BEV-1 A36

8M13 1 L3X3X1/4 4'-9 1/16" SQ-1/BEV-1 A36

8M14 1 L3X3X1/4 5'-0 1/8" SQ-1/BEV-1 A36

8M15 1 L3X3X1/4 5'-3 5/8" SQ-1/BEV-1 A36

8M16 2 L3X3X1/4 5'-6 11/16" SQ-1/BEV-1 A36

8 - ANGLES - 8M1 8 - ANGLES - 8M2 6 - ANGLES - 8M3

3 - ANGLES - 8M4 4 - ANGLES - 8M5 8 - ANGLES - 8M6

2 - ANGLES - 8M7 2 - ANGLES - 8M8

2 - ANGLES - 8M9 4 - ANGLES - 8M10

ONE - ANGLE - 8M11 ONE - ANGLE - 8M12

ONE - ANGLE - 8M13

ONE - ANGLE - 8M14 ONE - ANGLE - 8M15

2 - ANGLES - 8M16

FOR9/12/2014

FABRICATION09/12/20141. For Fabrication IDI JLS



OPEN HOLES

PAINT

ARCHITECTENGINEER

PROJECT NAME

LOCATION

CONTRACTOR

DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

JOB No.

DRG No.

13/16" Ø UNL. NTD





IHFC Wing Repair


DARI

Angles and Miscellaneous


JLS17174

9



9BO1 24 Hilti Anchor Rod HAS-E B SQ-2 Steel_Undefined BOI

9M1 4 L3X3X1/4 1'-9 7/16" SQ-1/BEV-1 A36

9M2 14 L5X3X1/4 0'-6" SQ-2 A36

9M3 12 L5X3X1/4 0'-3" SQ-2 A36

9M4 8 PL3/8"X7" 0'-11 5/16" SQ-2 A36

9M5 4 PL3/8"X6" 0'-10" SQ-2 A36

9M6 6 PL3/8"X9" 1'-0" SQ-2 A36

9P2 4 PL3/8"X12" 1'-0" SQ-1/BEV-1 A36

9P3 28 PL1/4"X3" 0'-11 1/4" BEV-2 A36

9P4 8 PL3/8"X12" 1'-0" SQ-1/BEV-1 A36

9P5 4 PL3/8"X12" 1'-0" SQ-1/BEV-1 A36

9P6 6 PL3/8"X8" 0'-9" SQ-2 A36

4 - ANGLES - 9M1

3

(-16___11)L3X3X4

_1 x 1'-916___7(-316

___11)

12

12

9M1

14 - ANGLES - 9M2

L5X3X4_1 x 6

5

9M2

12 - ANGLES - 9M3

L5X3X4_1 x 3

5

9M3

8 - PLATES - 9M4

216___5

216___5

8_38_3

1116___5

2 8_35 1

6___133 1

6___3

7

216___5216

___13 18_7

NOTE:PLATE FITTED FOREXISTING S12X31.8.CONFIRM SIZE IN FIELDBEFORE FABRICATION

9M4PL8

_3"X7x 0'-11 16

___5

2 - 16___9 "Ø

4 - PLATES - 9M5

12_1 7 12

_1

33

PL8_3X6 x 10

9M5PL8

_3"X6x 0'-10

2 - 8_5"Ø

6 - PLATES - 9M6

9

1'-0

9M6PL8

_3"X9x 1'-0

8 - PLATES - 9P4

716___3 416

___13

6 16___15

5 16___1

75

7 16___3

4 16___13

1'-0 (PL8_3X12 x 1'-0")

2

9P4PL8

_3"X12x 1'-0

1 - 1 16___1 "Ø

4 - PLATES - 9P2

2

PL8_3X12 x 1'-0

4 8_17 8_7

616___15 516

___1

5 7

5 4_16 4_3

1 - 1 16___1 "Ø

9P2PL8

_3"X12x 1'-0

28 - STIFFENER PLATES - 9P3

114_1

8_310

2_18_3

16___11216

___5

16___11216

___5

NOTE:PLATE FITTED FOREXISTING S12X31.8.CONFIRM SIZE IN FIELDBEFORE FABRICATION

9P3PL4

_1"X3x 0'-11 4_1

516___3616

___13

7 8_34 8_5

5 16___5

6 16___11

78_348

_5

2

9P5PL8

_3"X12x 1'-0

1 - 1 16___1 "Ø

6 - PLATES - 9P6

4 - PLATES - 9P5

9

PL8_3X8 x 9

1 2_13

31 2_1

12_112

_1 59P6PL8

_3"X8x 0'-9

24 - EPOXY ANCHORS - 9BO1

ROD2_1 x 62

_1


_1" x 6-2_1

FOR9/12/2014

FABRICATION

3 10'-12_1 6 16'-316

___13 3

6RH THREAD

72_1 RH THREAD

72_1LH THREAD

6 RH THREAD

27'-516___5 (ROD4

_3 x 16'-316___13)

1'-0

1 - 1 16___1 "Ø1 - 1 16

___1 "Ø 10TR3A307-GR.AROD4

_3

x 16'-3 16___13

m2A307-GR.AROD4

_3

x 10'-1 2_1

m4# 2 2_1 CLEVISC10354_3" TAP4_3" GRIPw/ 1" PIN


m712" TURNBUCKLE4_3" TAPC1035

n14_3" HEX NUTA563

n14_3" HEX NUTA563

n14_3" HEX NUTA563

6RH THREAD

72_1 RH THREAD

72_1LH THREAD

6 RH THREAD

27'-416___5 (ROD4

_3 x 16'-28_7)

1'-0

63 10'-12_1 16'-28

_7 3

1 - 1 16___1 "Ø1 - 1 16

___1 "Ø 10TR2A307-GR.AROD4

_3

x 16'-2 8_7

m2A307-GR.AROD4

_3

x 10'-1 2_1




n14_3" HEX NUTA563

n14_3" HEX NUTA563

n14_3" HEX NUTA563

1'-0

3 17'-118_5 6 10'-12

_1 3

29'-18_1 (ROD4

_3 x 17'-118_5)

6RH THREAD

72_1 LH THREAD

72_1RH THREAD

6 RH THREAD

n14_3" HEX NUTA563

n14_3" HEX NUTA563

n14_3" HEX NUTA563




m2A307-GR.AROD4

_3

x 10'-1 2_1

10TR4A307-GR.AROD4

_3

x 17'-11 8_5

1 - 1 16___1 "Ø

1 - 1 16___1 "Ø




OPEN HOLES

PAINT

ARCHITECTENGINEER

PROJECT NAME

LOCATION

CONTRACTOR

DESCRIPTION

DRAWN BY

CHECKED BY

APPROVED BY

JOB No.

DRG No.

13/16" Ø UNL. NTD





IHFC Wing Repair


DARI

Tie Rod Assemblies


JLS17174

10



10TR2 2 ROD3/4" 16'-2 7/8" SQ-2 A307-GR.A

m2 ROD3/4"2 10'-1 1/2" A307-GR.A

m4 PL2"X2 1/4"4 0'-6 9/16" C1035

m7 PD1 3/4"X1/2"2 1'-2 1/8" C1035

3/4_HEAVY_HEX_NUT6

10TR3 4 ROD3/4" 16'-3 13/16" SQ-2 A307-GR.A

m2 ROD3/4"4 10'-1 1/2" A307-GR.A

m4 PL2"X2 1/4"8 0'-6 9/16" C1035

m7 PD1 3/4"X1/2"4 1'-2 1/8" C1035

3/4_HEAVY_HEX_NUT12

10TR4 2 ROD3/4" 17'-11 5/8" SQ-2 A307-GR.A

m2 ROD3/4"2 10'-1 1/2" A307-GR.A

m4 PL2"X2 1/4"4 0'-6 9/16" C1035

m7 PD1 3/4"X1/2"2 1'-2 1/8" C1035

3/4_HEAVY_HEX_NUT6

4 - TIE ROD ASSYS - 10TR3



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