Appendix_B.pdf

PDF 12 MB Posted Dec 22, 2015

Attached to: Titan IV Crane Lift Federal contract opportunity
Solicitation number: FA8601-16-T-0063
Issued by: Department of the Air Force Materiel Command Lifecycle Management Center Wright Patterson Air Force Base

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File	Type	Posted
Amendment_2_Synopsitation_Titan_IV_Crane_Lift.docx	DOCX document	Jan 22, 2016
Amendment_1_Synopsitation_Titan_IV_Crane_Lift.docx	DOCX document	Jan 6, 2016
FA8601-16-T-0063.doc	DOC document	Dec 22, 2015
Appendix_C.pdf	PDF	Dec 22, 2015
DD_Form_1423_-_CDRL_A0001_Exhibit_1_(2).pdf	PDF	Dec 22, 2015
Wage_Determination_2005-2419_8_Jul_15.pdf	PDF	Dec 22, 2015
DFARs_252_209-7991.pdf	PDF	Dec 22, 2015
Synopsitation_Titan_IV_Crane_Lift.docx	DOCX document	Dec 22, 2015
Titan_IV_Move_SOW_4_Dec_15.docx	DOCX document	Dec 22, 2015
Appendix_A.pdf	PDF	Dec 22, 2015

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Appendix B. Drawing of the Titan IV Stand

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ADDITION TO THE MUSEUM OF THE U.S. AIRFORCE

\l\JRIGHT-PATTERSON AFB, OHIO

PN ZHTV055002

TITAN IV

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~ ~ I I TITAN IV

(}1

28'-5"

25'-4"

16'-11"

23'-5112" q

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SYMBOL

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DESCRIPTION

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DATE BY

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roe lei 0 -~g1: ~ coca... - 0 -· 3 - - !a ; '< ii· Cl) (")

- ... 0

Ill ...

"Cl Ill

1 2 3 4 5 6

'-7

C.J.

F5x25

59'-9" 13'-9" 13'-8" 17'-5" 20'-7" 20'-0" 20'-3" 7'-9"

F5x25

'-0

5'-

6" 6'-

C.J.

S-506

S-507

F5x18

F5x25

S-506

40'-3" 40'-3" 40'-3" 40'-3" 40'-3"

5 TYP.

S-402

1 2

3 4 5 6

S-402

S-509

F5x25 F5x25F5x25F5x25F5x25

20'-0"

8'- 4"

'-0

8'- 5 1

/2"8" S

0 P

8" S

0 P

6" STD PIPE

W24x84

6" S

TD PIPE

S-508

S-509

8'- 5 1

/2" 9'-

1'-

5" 8'-

5 1 /2"

6'-0" 6'-0"

16.7' DIAMETER

1/2" STIFF PLATES

5/8" PLATE WEB

CURVED PL 1"x10"

8" S

0 P

8" S

0 P

6" STD PIPE

W16x100

6" STD PIPE

S-508

2'-0" 2'-0" 2'-0" 2'-0"

S-508

S-509

8'- 5 3

/4" S

E R

SEE NOTE 1

NOTES:

A = 9 LB/FT DENSITY FOAM.3

B = 4 LB/FT DENSITY FOAM.3

PROVIDE 2" THICK x 10" WIDE POLYETHYLENE FOAM BETWEEN

THE TITAN IV AND THE STEEL SADDLES. ATTACH THE FOAM TO

THE SADDLES WITH ADHESIVE.

2. STEEL RADIUS TOLERANCE = +/- 1/8".

3. TRENCH DUCT WITH REMOVABLE COVER. SEE ELECTRICAL

DRAWINGS.

CJ = SLAB CONTROL JOINT. SEE DETAIL ON S-502.4.

SPREAD FOOTING, SEE S-102.5.

STRUCTURAL STEEL NOTES:

6. ALL STUCTURAL STEEL SHALL HAVE THE FOLLOWING ASTM

SPECIFICATIONS AND YIELD STRENGTHS UNO:

W: Fy = 50 KSI (A992, GRADE 50)

PIPES: Fy = 35 KSI (A53, GRADE B)

ALL OTHER: Fy = 36 KSI (A36)

(SHAPES & PLATES UNO)

ALL BOLTS SHALL BE A325 HIGH STRENGTH ALL NUTS

SHALL BE A563. ALL WASHERS SHALL BE F436. ALL

CONNECTIONS SHALL BE SNUG TIGHT. ALL HOLES SHALL

BE STANDARD DIA. UNO.

ALL WELDING ELECTRODES SHALL BE E70XX.8.

SHEET

Louisville District

C R

O N

SHEET

IDENTIFICATION

NUMBER

N T

O T

H E

M U

M O

E U

.S . A

R C

AE of Record

AE of Record License Number

2 3 4 5 6 7 8 9

W R

T-

, O H

Z H

TITAN IV 95% SUBMITTAL 30 APRIL 2015

S-506

N S

3/32" = 1'-0"

TITAN IV SUPPORT STAND FOUNDATION PLAN

3/8" = 1'-0"

FRAME B B 0 8' 16' 24' 32'

SCALE: 3/32" = 1'-0"

0 2' 4' 6' 8'

SCALE: 3/8" = 1'-0" 3/8" = 1'-0"

FRAME A A

8'-7" 6'-0" 6'-0" 8'-7"

1'-9" 1'-9" 1'-9" 1'-9" 1'-9" 1'-9" 1'-9" 1'-9"

'-3

1/ 2"

8'- 0 1

/2"

10'-8" DIAMETER

W30x148

8" S

0 P

8" S

0 P

6" STD PIPE 6" STD PIPE

1'-9" 1'-9" 1'-9" 1'-9"

PL1"x10" (TYP)

1/2" STIFF PLATES

NS&FS (TYP) 5/8" PLATE WEB (TYP)

6" STD PIPE

S-508

11'-1"11'-1"

(10'-3 1/4" DIAMETER @ SIMILAR)10'-0 3/4" DIAMETER

S-508

S-509

2SEE NOTE 1

SEE NOTE 1

5'- 5 1

/2"

A B

5'- 1 7

/8"

5'-

3 1 /8"

5'- 5 1

/2"

8" S

0 P

13'-9"

8'- 0 1

/2"

'-3 1/

W30x99

6" STD PIPE

8" S

0 P

D P

IPE

S-508

S-509

1 2 3 4 5 6

59'-9" 13'-9" 13'-8" 17'-5" 20'-7" 20'-0" 20'-3" 7'-9"

40'-3" 40'-3" 40'-3" 40'-3" 40'-3"

'-0

5'-

'-0

5'-

'-7

S-506

S-507

S-506

'-0

5'-

3/4" DIA

ROD

3/4" DIA

ROD

W30X99

W30X99W

W24X84

W24X84 W

S-509

S-402

(SIM.)

S-509

NOTES:

A = 9 LB/FT DENSITY FOAM.3

B = 4 LB/FT DENSITY FOAM.3

PROVIDE 2" THICK x 10" WIDE POLYETHYLENE FOAM BETWEEN

THE TITAN IV AND THE STEEL SADDLES. ATTACH THE FOAM TO

THE SADDLES WITH ADHESIVE.

2. STEEL RADIUS TOLERANCE = +/- 1/8".

3. SEE S-506 FOR STRUCTURAL STEEL NOTES.

SHEET

Louisville District

C R

O N

SHEET

IDENTIFICATION

NUMBER

N T

O T

H E

M U

M O

E U

.S . A

R C

AE of Record

AE of Record License Number

2 3 4 5 6 7 8 9

W R

T-

, O H

Z H

TITAN IV 95% SUBMITTAL 30 APRIL 2015

S-507

N S

3/8" = 1'-0"

FRAME C C 3/8" = 1'-0"

FRAME D D

0 2' 4' 6' 8'

SCALE: 3/8" = 1'-0"

3/32" = 1'-0"

TITAN IV SUPPORT STAND FRAMING PLAN

0 8' 16' 24' 32'

SCALE: 3/32" = 1'-0"

BEAM

COLUMN

BRACE

1/2" STIFF PLATES

NS&FS (TYP)

30° T

3/8" PL

3/16 7

3/16 71/2"

3/16

1/4" CAP PL

1 1/2"

1"2" 2"

(4) 3/4" DIA BOLTS

1/2"

S-508

BEAM

COLUMN BRACE

3/8" PL

3 1 /2"

2" 2"

1 1/2"

3" 1 1/2"

° T

3/16 7

3/16

L3x3x1/4x1'-3" NS & FS W/

(5) 3/4" DIA BOLTS

SPACING = 3"

EDGE DIST = 1 1/2"

1/2" STIFF PL NS&FS

PL 3/8"x3 1/2"x1'-0" W/

(4) 3/4" DIA BOLTS

SPACING = 3"

EDGE DIST = 1 1/2"

1/2"

3/16

3 SIDES

1 1/2"

1/2"

1/4" CAP PL

(4) 3/4" DIA

BOLTS

1/4

TYP.

BEAM

COLUMN

(8) 3/4" DIA BOLTS

SPACING = 3"

EDGE DIST = 1 1/2"

1/2"

1/2" STIFFENER

PL NS&FS

S-508

1/4

TYP.

1/4

TYP

3/16

TYP.

BRACE

COLUMN

3/8" PL

BASE PL

T/SLAB

EL. SEE PLAN

3/16 7

30° TYP

1/2"

2" 2"

(4) 3/4" DIA BOLTS

1 1/2"

1/4" CAP PL

1" 45°

3/8" STIFF PL

3/16

1/2"

S-508

3/8" PL

3/16

1/2

30° TYP

1/2

1 1/2"

1/2"

2" 2"

3/16 7

BRACE

1/4" CAP PL

(4) 3/4" DIA

BOLTS

BEAM

1/4" STIFF PLATES

NS&FS (TYP)

(4) 3/4" DIA BOLTS

1/2

1 1 /2"

2" 2"

30° TYP

1/2

BRACE

3/16

TYP.

3/16 7

3/8" PL

1/4" CAP PL

1 3/4"

3"3"5 1/4"5 1/4"

1 3/4"

1 3 /4"

3 3 /4"

1 3 /4"

1'-8"

(8) 3/4" DIA BOLTS

5/16

3/8" GUSSET

PL 1"COLUMN

1'-8"

1'- 8"

7 3/4"5 1/4"5 1/4"

1 3/4"

7 3 /4"

5 1 /4"

1 3 /4"

DRILL AND EPOXY

(4) 1" DIA THREADED RODS

EMBED = 9 1/2"

3/8" GUSSET

3/8" STIFF PL

FRAME B

5/16

3/8" GUSSET

PL 1"

1'- 2"

1'-2"

1'- 2"

1'-8"

1 3 /4" 5 1

/4" 5 1

/4" 1 3

/4"

7 3/4"5 1/4"5 1/4"

1 3/4"DRILL AND EPOXY

(4) 1" DIA THREADED RODS

EMBED = 9 1/2"

3/8" STIFF PL

FRAME C

5/16

3/8" GUSSET

PL 1"

1'-

2"FRAME A

COL

1'-10 1/2"

1'- 8"

10 1/4"5 1/4"5 1/4"

1 3/4"

7 3 /4"

5 1 /4"

1 3 /4"

DRILL AND EPOXY

(4) 1" DIA THREADED RODS

EMBED = 9 1/2"

3/8" GUSSET

3/8" STIFF PL

E C

FRAME D

5/16

3/8" GUSSET

PL 1"

1'- 2"

1'-2"

COL

TYPE 1 TYPE 2 TYPE 3

NOTES:

1. HOLES IN BASE PLATES FOR 1" DIA RODS SHALL BE 1 1/8" DIA.

2. PROVIDE 3/8"x3"x3" PLATE WASHERS AT ALL ANCHOR RODS. WELD WASHERS TO BASE

PLATE W/ 5/16" FILLET WELD ON FOUR SIDES OF WASHER.

NOTES:

1. SEE S-506 FOR STRUCTURAL STEEL NOTES.

SHEET

Louisville District

C R

O N

SHEET

IDENTIFICATION

NUMBER

N T

O T

H E

M U

M O

E U

.S . A

R C

AE of Record

AE of Record License Number

2 3 4 5 6 7 8 9

W R

T-

, O H

Z H

TITAN IV 95% SUBMITTAL 30 APRIL 2015

S-508

N S

0 1/2' 1' 1 1/2' 2'

SCALE: 1 1/2" = 1'-0"

1 1/2" = 1'-0"

DETAIL 1 1 1/2" = 1'-0"

DETAIL 2

1" = 1'-0"

DETAIL 6 1 1/2" = 1'-0"

DETAIL 5

0 1' 2' 3'

SCALE: 1" = 1'-0"

1 1/2" = 1'-0"

DETAIL 3

1 1/2" = 1'-0"

DETAIL 4

1" = 1'-0"

DETAIL 7

1" = 1'-0"

DETAIL 8

BEAM

COLUMN 1/2" STIFF

PL NS&FS

PL 3/8"x3 1/2"x1'-6" W/

(6) 3/4" DIA BOLTS

SPACING = 3"

EDGE DIST = 1 1/2"

3/16

CURVED

PL 1"x10"

WEB PL 5/8"CAP PL 3/8"

1/4

1/2"

COMPRESSIBLE MATERIAL

DIU

1/4 3-8

STAGGER

CURVED PL 1"x10"

WEB PL 5/8"

1/2" STIFF

PL NS&FS

1/2" STIFF

PL NS&FS

BEAM

3/16

3/16 TYP

ALL STIFF

PLS

2" THICK

COMPRESSIBLE

MATERIAL"

GUSSET PL

1/4" STIFF PL

NS&FS

BEAM

3/16

TYP

1/4" STIFF PL

NS&FS

3/16

TYP

45°

BEAM

COLUMN

PL 3/8"x3 1/2"x 1'-9" W/

(7) 3/4" DIA BOLTS

SPACING = 3"

EDGE DIST = 1 1/2"

CAP PL 3/8"

3/16

1/4

2"10" 3"

1 1/2"

BEAM

COLUMN

3/4" DIA ROD

3/16

S-509

NOTE: NS FLANGE NOT

SHOWN FOR CLARITY

PL 3/8"x3"x7 1/2" ASTM A572 GRADE 50 (Fy = 50KSI)

L4x4x1/4x-0'-4"

BEAM

3/4" ROD

3/16

1 1/2"

3/4" DIA BOLT

'-3

1/ 2"

8'- 0 1

/2"

W30x148

8" S

0 P

8" S

0 P

6" STD PIPE 6" STD PIPE

1'-9" 1'-9" 1'-9" 1'-9"

PL1"x10" (TYP)

1/2" STIFF PLATES

NS&FS (TYP)

5/8" PLATE WEB (TYP)

6" STD PIPE

S-508

10'-0 3/4" DIAMETER

S-508

S-509

8"8"

SEE NOTE 1

B 5'-

1 7 /8"

L R

NOTES:

A = 9 LB/FT DENSITY FOAM.3

B = 4 LB/FT DENSITY FOAM.3

PROVIDE 2" THICK x 10" WIDE POLYETHYLENE FOAM BETWEEN

THE TITAN IV AND THE STEEL SADDLES. ATTACH THE FOAM TO

THE SADDLES WITH ADHESIVE.

2. STEEL RADIUS TOLERANCE = +/- 1/8".

3. SEE S-506 FOR STRUCTURAL STEEL NOTES.

SHEET

Louisville District

C R

O N

SHEET

IDENTIFICATION

NUMBER

N T

O T

H E

M U

M O

E U

.S . A

R C

AE of Record

AE of Record License Number

2 3 4 5 6 7 8 9

W R

T-

, O H

Z H

TITAN IV 95% SUBMITTAL 30 APRIL 2015

S-509

N S

1 1/2" = 1'-0"

DETAIL 1 1 1/2" = 1'-0"

DETAIL 2

0 2' 4' 6' 8'

SCALE: 3/8" = 1'-0"

1 1/2" = 1'-0"

DETAIL 3 1" = 1'-0"

DETAIL 4 1 1/2" = 1'-0"

DETAIL 5 1 1/2" = 1'-0"

DETAIL 6

3/8" = 1'-0"

FRAME C A

0 1/2' 1' 1 1/2' 2'

SCALE: 1 1/2" = 1'-0"

File details come from the government source that posted it. Updated Nov 14, 2017.