36C25018B0675-0001005.pdf

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Attached to: Expand TCU and Palliative Care SDVOSB Set-Aside VAMC Cleveland, OH
Solicitation number: 36C25018B0675
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10

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Larson Engineering, Inc.

1488 Bond Street, Suite 100 Naperville, IL 60563-6503

630.357.0540 Fax: 630.357.0164

www.larsonengr.com

Louis Stokes Cleveland Veterans Affairs Medical Center

Renovation/Expansion Palliative Care Unit Cleveland, OH

Beam Splices Structural Calculations

Book 1 of 1 Calculation Release #1

Prepared for Lincoln Engineering Group

Naperville, IL

Illinois Office Project Number 21140598.000

IL Design Firm No. 184-001442

Naperville, IL 60563-6503

Table of Contents

Section Sheet No.

Splice Calculations 100 – 103

Naperville, IL 60563-6503

Splice Calculations

Te kl a st ru ct ur es

B ISSUED FOR RE-APPROVAL10/23/2014 NAP

A ISSUED FOR APPROVAL10/01/2014 KNPNAS

REVDATE DESCRIPTION CH.BYBY

A 10/01/20141

B 10/23/20142

APPROVED

NAS KNP

10/01/2014J-6605 E1

SHOP PAINT (U.N)

SHOP WELD (U.N)

HOLES (U.N)

CHECKED

BELLEVUE, OHIO

PALLIATIVE CARE UNIT

10/01/2014

THOMAS STEEL, INC.

CONSTRUCTION CONSULANTS

MAT'L (U.N)

DRAWNJOB NO.

Framing Plan

ISSUE

FOR NO. DATEFIELD CONN. (U.N)

SURFACE PREPARATION

SPECIAL

LEESF T

U I

T C

N O

ETUTIT

E N

A M A

121D 9NUOF

CERTIFIED

CONVENTIONAL STEEL STRUCTURES

COMPLEX STEEL BUILDING STRUCTURES

SOPHISTICATED PAINT ENDORSEMENT

FOR RE-APPROVAL

14/ 0"

CJP (TYP)

w/ 34/ Ø A325N BOLTS

PL14/ "X10

SPLICE PLATE EA. SIDE

3P1

W14X22

3P1

SECTION2

14/ w/ 34/ Ø A325N BOLTS

W16X36W16X36

CJP (TYP)

PL14/ "X11 12/

SPLICE PLATE EA. SIDE

3P1

SECTION3

3 @ 1WP2

12/

3 @ 2WP1

516/

516/TYP

New Beam

2WP1 - PL38/ "X4 12/ X 0'-11 12/

1WP2 - PL38/ "X4 12/ X0'-8 12/

Mount to WF Column Web

316/ 2"@12"

TYP

Note:

GC to Field Locate the Edge Angle

L4X4X14/

W14X22

316/ 2"@24"

TYP

SECTIONC

434/

16/

5'-8

316/ 2"@12"

TYP

316/ 2"@24"

TYP

14/

TYP

14/

TYP

L4X4X14/

EDGE ANGLE

1A1

L3X3X14/ W14X22W12X14

SECTIOND

12/

212/ 516/

516/ TYP

SHEAR PLATE

1WP1

PL38/ "X4 X 0'-8 12/

New Beam

Mount to WF Column Flange

'-6

7'-6 7'-6 8'-4 8'-0 8'-8

15'-0 25'-0

41'-2

18'-1 23'-1

2'-6 3'-2

7 17'-6 22'-6 7

L4 X4

X1 4/

L4 X4

X1 4/

L4 X4

X1 4/

SPLICESPLICE

SPLICESPLICESPLICE

W14X223B3

C E1

D E1

B E1

A E1

Column Centreline

2WP1

1WP1

1WP2

1WP1

2WP1

NOTE: TOS 691'-2 34/ " Above 3rd Finished Floor

13'-4516/

5'-8

17'-0

'-3

Fab Shop Reference Point

1A31A2

3B23B12B11B6

EXST.COLU

W8X

28 EXST.COLU

W8X

28 EXST.COLU

W8X

ERECTION PLAN

14'-1

L4X4X14/ EDGE ANGLE

MC13X35

L4 X4

X1 4/

2CH32CH2

5'-0 5'-0 5'-0 1'-

L4X4X516/ L4X4X516/

W14X22

13'-81116/

L4X4X14/ EDGE ANGLE

MC13X35MC13X35

L3X3X14/

3CH1

1A1

5'-8 5'-8

8'-0

W16X36W16X36W16X36

1'-8

14/

TYP

L4X4X516/

W12X14

PL38/ "X4 X 0'-8 12/

SHEAR PLATE

SECTIONA

L8X4X716/ X 0'-9 w/ 58/ Ø X6" Hilti Galv. Exp. Bolt Space Clips @ 48" O.C

W12X14

SECTIONB

6 6

14/

1'-0 1'-0 1'-0 1'-0 1'-0

1'-

4 5 4

212/ 212/

4'-0

34/ Ø Galv. Hilti Galv. Kwik Bolt. TZ Exp. Anchors 4 34/ " Embed@24''O.C Staggered Top & Bottom0"

3 SIDES (CJP)

3P1

2A1 L8X4X716/

AT 4-0"" O.C

(8) 34/ Ø Galv. Hilti Galv. Kwik Bolt. TZ Exp. Anchors 4 34/ " Embed At each exsisting concrete column

ALTARNATE HOLES,TYP.

MC13X35

GALVANIZED

MC13X35

GALVANIZED

SECTION1

E1 s3001 Snapshot s3001 Snapshot

Rick Polygon

Rick Text Box B

Rick Polygon

Rick Text Box B

Rick Polygon

Rick Text Box B

Rick Polygon

TLS

Exceptions Noted

TLS

Text Box 11/10/14

TLS

Text Box Note: Contractor to field verify all existing dimensions/elevations prior to fabrication as noted on S1.01.

Te kl a st ru ct ur es

APPROVED

NAS KNP

10/01/2014J-6605 1

SHOP PAINT (U.N)

SHOP WELD (U.N)

HOLES (U.N)

CHECKED

BELLEVUE, OHIO

PALLIATIVE CARE UNIT

THOMAS STEEL, INC.

CONSTRUCTION CONSULANTS

MAT'L (U.N)

DRAWNJOB NO.

BEAM

ISSUE

FOR NO. DATEFIELD CONN. (U.N)

SURFACE PREPARATION

SSPC-SP1

SPECIAL

LEESF T

U I

T C

N O

ETUTIT

E N

A M A

121D 9NUOF

CERTIFIED

CONVENTIONAL STEEL STRUCTURES

COMPLEX STEEL BUILDING STRUCTURES

SOPHISTICATED PAINT ENDORSEMENT

NO PAINT

RE-APP

FOR RE-APPROVAL

BILL OF MATERIAL

MARK QTY MATERIAL LENGTH WEIGHT

REMARKSGRADE

ADVANCE

MILL#TOTAL

STEEL

TOTAL

1A1 3 1A1 3 L3X3X1/4 5'-7 15/16" 83.23A36

KICKER 83.23

1A2 1 1A2 1 L4X4X5/16 15'-2 1/2" 124.22A36

ANGLE 124.22

1A3 1 1A3 1 L4X4X5/16 17'-0" 138.85A36

ANGLE 138.85

1A4 2 1A4 2 L4X4X1/4 10'-0" 132.06A36

EDGE ANGLE 132.06

1A5 2 1A5 2 L4X4X1/4 11'-11" 157.34A36

EDGE ANGLE 157.34

1B1 1 1B1 1 W14X22 21'-5 9/16" 474.06A992

BEAM 474.06

FIELD BOLT

6 3/4"Ø A325N BOLT 0'-1 3/4" 1-DTI, 2-HD WASH.

1B2 1 1B2 1 W12X14 21'-5 9/16" 303.87A992

BEAM 303.87

FIELD BOLT

6 3/4"Ø A325N BOLT 0'-1 3/4" 1-DTI, 2-HD WASH.

1B3 1 1B3 1 W14X22 21'-9 3/8" 481.08A992

BEAM 481.08

FIELD BOLT

6 3/4"Ø A325N BOLT 0'-1 3/4" 1-DTI, 2-HD WASH.

1B4 2 1B4 2 W12X14 21'-9 3/8" 616.73A992

BEAM 616.73

FIELD BOLT

12 3/4"Ø A325N BOLT 0'-1 3/4" 1-DTI, 2-HD WASH.

1B5 2 1B5 2 W12X14 21'-9 7/16" 616.87A992

BEAM 616.87

FIELD BOLT

12 3/4"Ø A325N BOLT 0'-1 3/4" 1-DTI, 2-HD WASH.

1B6 1 1B6 1 W14X22 7'-5 1/16" 163.92A992

BEAM 175.69

p1 1 PL3/8"X4" 0'-8 1/2" 3.62A36 p5 1 PL1/4"X10" 0'-11 1/2" 8.15A36

6 3/4"Ø A325N BOLT 0'-2 1/4" 1-DTI, 2-HD WASH.

FIELD BOLT

3 3/4"Ø A325N BOLT 0'-1 3/4" 1-DTI, 2-HD WASH.

1WP1 2

1WP1 2 PL3/8"X4" 0'-8 1/2" 7.23A36

SHEAR PLATE 7.23

1WP2 2

1WP2 2 PL3/8"X4 1/2" 0'-8 1/2" 8.14A36

SHEAR PLATE 8.14

TOTAL WEIGHT 3319.36

B 10/23/20142

B 10/23/20141

B ISSUED FOR RE-APPROVAL10/23/2014 NP

REVDATE DESCRIPTION CH.BYBY

ONE - BEAM - 1B1

W F 5/16"x x 1/4"13 3/4" 5"

334/

221'-3916/2

(-1516/ )W14X22 A992 x 21'-5916/(-412/ ) (21'-11 P/P)

ONE - BEAM - 1B2

W F 1/4"x x 3/16"11 7/8" 4"

(-1516/ )

334/

3 4/

W12X14 A992 x 21'-5916/

21'-3916/ 22

334/

(-412/ ) (21'-11 P/P)

ONE - BEAM - 1B3

W F 5/16"x x 1/4"13 3/4" 5"

(-1516/ )W14X22 A992 x 21'-938/

334/

21'-738/

314/

334/

(21'-11 P/P) (-1116/ )

2 - BEAMS - 1B4

W F 1/4"x x 3/16"11 7/8" 4"

334/314/

(-1116/ )

W12X14 A992 x 21'-938/

(21'-11 P/P)

221'-738/RD

334/

(-1516/ )

2 - BEAMS - 1B5

W F 1/4"x x 3/16"11 7/8" 4"

(-58/ ) W12X14 A992 x 21'-9716/ (-1516/ )

RD 21'-7716/ 2

(21'-11 P/P)

334/

212/ 334/

3 - KICKERS - 1A1

L3X3X14/ A36 x 5'-71516/

ONE - ANGLE - 1A2

L4X4X516/ A36 x 15'-212/

ONE - ANGLE - 1A3

L4X4X516/ A36 x 17'-0

2 - EDGE ANGLES - 1A4

L4X4X14/ A36 x 10'-0

2 - SHEAR PLATES - 1WP1

PL38/ X4 A36 x 812/

33 114/114/ (1316/ "x1")

PL38/ X4 12/ A36 x 812/

114/ 3 114/3

(1316/ "x1")

7'-31316/

(-1116/ )

212/

(-14/ )W14X22 A992 x 7'-5116/

3 114/4'-11716/RD 7'-01316/

(7'-6 P/P)

134/

(TYP)

SHOP BOLTS

6 - 34/ Ø A325N x 0'-2 14/ LG

14/ 14/ p5 (N/S)

(BOLT TO SHIP)

p1 (N/S)

258/ p1

(1316/ "x1")

SECTION A - A

2 - EDGE ANGLES - 1A5

2 - SHEAR PLATES - 1WP2

L4X4X14/ A36 x 11'-11

ONE - BEAM - 1B6

W F 5/16"x x 1/4"13 3/4" 5"

A 10/01/20141

B 10/23/20142

FOR NO. DATE

RE-APP

-APP

ISSUED FOR APPROVAL10/01/2014 A

Rick Text Box 1'-0 1/4"

Rick Polygon

Rick Text Box B

Paint Note: Galvanized per ASTM 123 kl a st ru ct ur es

APPROVED

NAS KNP

10/01/2014J-6605 2

SHOP PAINT (U.N)

SHOP WELD (U.N)

HOLES (U.N)

CHECKED

BELLEVUE, OHIO

PALLIATIVE CARE UNIT

THOMAS STEEL, INC.

CONSTRUCTION CONSULANTS

MAT'L (U.N)

DRAWNJOB NO.

BEAM

ISSUE

FOR NO. DATEFIELD CONN. (U.N)

SURFACE PREPARATION

SSPC-SP1

SPECIAL

LEESF T

U I

T C

N O

ETUTIT

E N

A M A

121D 9NUOF

CERTIFIED

CONVENTIONAL STEEL STRUCTURES

COMPLEX STEEL BUILDING STRUCTURES

SOPHISTICATED PAINT ENDORSEMENT

NO PAINT

RE-APP

FOR RE-APPROVAL

BILL OF MATERIAL

MARK QTY MATERIAL LENGTH WEIGHT

REMARKSGRADE

ADVANCE

MILL#TOTAL

STEEL

TOTAL

2A1 11 2A1 11 L8X4X7/16 0'-9" 142.07A36

COPING SUPPORT ANGLE 142.07

FIELD BOLT

22 5/8"Ø A325N BOLT 0'-7 1/2"

2B1 1 2B1 1 W16X36 8'-3 1/16" 297.80A992

BEAM 312.01

p1 1 PL3/8"X4" 0'-8 1/2" 3.62A36 p6 1 PL1/4"X11 1/2" 1'-1" 10.60A36

8 3/4"Ø A325N BOLT 0'-2 1/4"

FIELD BOLT

4 3/4"Ø A325N BOLT 0'-2"

2CH2 1

2CH2 1 MC13X35 14'-1" 493.67A36

CHANNEL 571.50

mc2 1 MC13X35 1'-8" 58.42A36 p1 3 PL3/8"X4" 0'-8 1/2" 10.85A36 p3 2 PL3/8"X3 1/2" 0'-11 7/8" 8.56A36

FIELD BOLT

2CH3 1

2CH3 1 MC13X35 13'-4 1/16" 467.61A36

CHANNEL 545.44

mc2 1 MC13X35 1'-8" 58.42A36 p1 3 PL3/8"X4" 0'-8 1/2" 10.85A36 p3 2 PL3/8"X3 1/2" 0'-11 7/8" 8.56A36

FIELD BOLT

2WP1 2

2WP1 2 PL3/8"X4 1/2" 0'-11 1/2" 11.01A36

SHEAR PLATE 11.01

TOTAL WEIGHT 1582.02

B 10/23/2014

B ISSUED FOR RE-APPROVAL10/23/2014 NP

REVDATE DESCRIPTION CH.BYBY

ONE - BEAM - 2B1

W F 7/16"x x 1/4"15 7/8" 7"

21116/

14/

(1316/ "x1") p1

SECTION A - A

(-1116/ ) (-14/ ) W16X36 A992 x 8'-3116/

(8'-4 P/P)

FLUSH N/S/F/S

CUT FLANGE 8'-11316/

212/

7'-101316/5'-7716/RD 114/3

134/

SHOP BOLTS

8 - 34/ Ø A325N x 0'-2 14/ LG p6 (N/S)

(BOLT TO SHIP)

p1 (N/S)

L8X4X716/ A36 x 9

112/ 6 112/1116/ "Ø

ONE - CHANNEL - 2CH2

14/ 14/

TYP

p3 mc2

SECTION C - C

21516/

14/ 14/

TYP

(1316/ "x1") p1

SECTION B - B

MC13X35 A36 x 14'-1

(TYP)

BEVEL MATERIAL ON BACK SIDE SO

THE CHANNEL FIT FLAT AGAINS TWALL

14/ mc2 p3p3 p1 p1p1

3'-0

3'-512/RD

4'-0 6'-05'-0 7'-02'-61'-6

13'-812/

13'-312/

13'-512/8'-512/

14'-018/12'-1112/

412/5

9'-1012/ 10'-99'-08'-0 12'-6 14'-1

2'-

11'-712/

11 - COPING SUPPORT ANGLES - 2A1

7'-8516/

2'-

MC13X35 A36 x 13'-4116/

12'-4716/11'-31316/

51316/

4 5 1'-314/

DET. 1

(TYP)

BEVEL MATERIAL ON BACK SIDE SO

THE CHANNEL FIT FLAT AGAINS TWALL

14/ 14/ p1 p1 p1 p3p3 mc2

6'-11316/RD

1'-0516/ 2'-0516/ 3'-0516/ 4'-0516/ 5'-0516/ 6'-8516/5'-8516/

12'-01316/

11'-71316/

11'-91316/10'-1038/8'-8516/ 9'-10516/ 12'-10516/ 534/

2 - SHEAR PLATES - 2WP1

PL38/ X4 12/ A36 x 1112/

114/114/ 3 3 3 (1316/ "x1")

Paint Note: Galvanized per ASTM 123

ONE - CHANNEL - 2CH3

21516/

14/ 14/

TYP

(1316/ "x1")

SECTION D - D

14/ 14/

3 SIDES TYP

p3 mc2

SECTION E - E

218/

58/78/ 112/

58/112/

DETAIL 1

58/ "Ø Hilti Galv Exp. Bolts

20 34/ "Ø Hilti Kwik Bolt TZ Galv.

Galv.

34/ "Ø Hilti Kwik Bolt TZ22

ISSUED FOR APPROVAL10/01/2014 A

A 10/01/20141

B 10/23/20142RE-APP

-APP-APP

Rick Text Box 12 1/4"

Rick Polygon

Rick Text Box B

Rick Polygon

TLS

Callout Weld all around, web and flanges.

TLS

Oval

TLS

Oval

TLS

Oval

TLS

Oval

TLS

Line

TLS

Line

TLS

Line kl a st ru ct ur es

APPROVED

NAS KNP

10/21/2014J-6605 3

SHOP PAINT (U.N)

SHOP WELD (U.N)

HOLES (U.N)

CHECKED

BELLEVUE, OHIO

PALLIATIVE CARE UNIT

THOMAS STEEL, INC.

CONSTRUCTION CONSULANTS

MAT'L (U.N)

DRAWNJOB NO.

BEAM

ISSUE

FOR NO. DATEFIELD CONN. (U.N)

SURFACE PREPARATION

SSPC-SP1

SPECIAL

LEESF T

U I

T C

N O

ETUTIT

E N

A M A

121D 9NUOF

CERTIFIED

CONVENTIONAL STEEL STRUCTURES

COMPLEX STEEL BUILDING STRUCTURES

SOPHISTICATED PAINT ENDORSEMENT

NO PAINT

FOR RE-APPROVAL

BILL OF MATERIAL

MARK QTY MATERIAL LENGTH WEIGHT

REMARKSGRADE

ADVANCE

MILL#TOTAL

STEEL

TOTAL

3B1 1 3B1 1 W16X36 7'-11 3/4" 287.84A992

BEAM 312.65

p1 1 PL3/8"X4" 0'-8 1/2" 3.62A36 p6 2 PL1/4"X11 1/2" 1'-1" 21.20A36

8 3/4"Ø A325N BOLT 0'-2"

8 3/4"Ø A325N BOLT 0'-2 1/4"

FIELD BOLT

3B2 1 3B2 1 W16X36 8'-7 5/16" 310.57A992

BEAM 324.79

p1 1 PL3/8"X4" 0'-8 1/2" 3.62A36 p6 1 PL1/4"X11 1/2" 1'-1" 10.60A36

8 3/4"Ø A325N BOLT 0'-2 1/4"

FIELD BOLT

4 3/4"Ø A325N BOLT 0'-2"

3B3 1 3B3 1 W14X22 7'-5 5/16" 164.39A992

BEAM 172.54

p5 1 PL1/4"X10" 0'-11 1/2" 8.15A36

6 3/4"Ø A325N BOLT 0'-2"

FIELD BOLT

3 3/4"Ø A325N BOLT 0'-1 3/4"

3CH1 1

3CH1 1 MC13X35 13'-8 7/16" 480.27A36

CHANNEL 550.87

mc2 1 MC13X35 1'-8" 58.42A36 p1 1 PL3/8"X4" 0'-8 1/2" 3.62A36 p3 2 PL3/8"X3 1/2" 0'-11 7/8" 8.56A36

FIELD BOLT

3P1 1

3P1 1 PL1/4"X1" 10'-0" 8.51A36

BACKING BAR 8.51

TOTAL WEIGHT 1369.36

A 10/24/141

A ISSUED FOR APPROVAL10/24/14 VAGDST

REVDATE DESCRIPTION CH.BYBY

1 ~ BACKING BAR ~ 3P1

PL14/ X1 A36 x 10'-0

21116/

14/ 14/ p1

(1316/ "x1")

SECTION A - A

412/

818/

(8'-8 P/P)

112/ 8'-41316/ 212/

(-1116/ )W16X36 A992 x 8'-7516/

FLUSH N/S/F/S

CUT BOTTOM FLANGE

112/ 3

DET. 1

SHOP BOLTS

8 - 34/ Ø A325N x 0'-2 14/ LG p6 (F/S)

(BOLT TO SHIP)

ONE - BEAM - 3B1

W F 7/16"x x 1/4"15 7/8" 7"

6'-72'-71'-7

5412/

13'-19'-1 12'-111'-110'-1 7716/

MC13X35 A36 x 13'-8716/

12/

1'-118/RD 8'-612/

DET. 1

(TYP)

BEVEL MATERIAL ON BACK SIDE SO

THE CHANNEL FIT FLAT AGAINS TWALL

14/ 14/ mc2 p3 p3 p1

912/

412/

2'-

5'-74'-73'-7

8'-1

7'-7

14/ 14/

3 SIDES TYP

mc2 p3

SECTION B - B

21516/

14/ 14/

TYP

(1316/ "x1") p1

SECTION A - A

218/

58/112/

112/ 58/78/

DETAIL 1

21116/

14/ 14/ p1

(1316/ "x1")

SECTION 1 - 1

12 11516/

716/ 112/

1116/716/

112/

OTHER DETAILS NOT SHOWN FOR CLARITY

DETAIL 1

(-14/ )

3 112/ 3

7'-1012/412/

134/

(8'-0 P/P)

112/ 3

W16X36 A992 x 7'-1134/

3 114/

3'-018/RD 7'-712/

DET. 1 1

SHOP BOLTS

8 - 34/ Ø A325N x 0'-2 14/ LG

SHOP BOLTS

8 - 34/ Ø A325N x 0'-2 LG p1 (N/S) p6 (F/S)

(BOLT TO SHIP)

ONE - BEAM - 3B2

W F 7/16"x x 1/4"15 7/8" 7"

12112/

11516/

716/ 1116/

111316/

716/ 112/

OTHER DETAILS NOT SHOWN FOR CLARITY

DETAIL 1

ONE - BEAM - 3B3

W F 5/16"x x 1/4"13 3/4" 5"

112/

112/516/

1316/516/

1178/

111516/

11316/

OTHER DETAILS NOT SHOWN FOR CLARITY

DETAIL 1

412/

112/3

FLUSH N/S/F/S

CUT BOTTOM FLANGE

(7'-6 P/P)

212/

(-1116/ )W14X22 A992 x 7'-5516/

112/ 3

7'-21316/RD

DET. 1

SHOP BOLTS

6 - 34/ Ø A325N x 0'-2 LG p5

(BOLT TO SHIP)

21 34/ "Ø Hilti Kwik Bolt TZ Galv.

APP

Paint Note: Galvanized per ASTM 123

ONE - CHANNEL - 3CH1

Rick Text Box 12 1/4"

TLS

Callout Weld all around, web and flanges.

TLS

Oval

TLS

Oval

TLS

Line

File details come from the government source that posted it.