Steel design project

A&C Andalib & Collins KU Structural Group

Bailey Hall Andalib & Collins KU Structural Group

No.

Project Location: Lawrence, K.S.

Description

Date

Bailey Hall 1440 Jayhawk Blvd Lawrence, K.S.

Structural Engineering Documents

Project Manager:

Reid Poling

Lead Structural Analyst: Lead Estimator: Financial Manager: Lead Bim Coordinator:

Grant Cambell Ryan Jobe

Annie Wangles William McCann

Checker

Sheet NAME Cover SHEET gENERAL sTRUCTURAL iNFORMATION LEVEL 1 cOLUMN LAYOUT LEVEL 2 COLUMN LAYOUT LEVEL 3 COLUMN LAYOUT LEVEL 4 COLUMN LAYOUT fIRST STORY FRAMING PLAN SECOND STORY FRAMING PLAN THIRD STORY FRAMING PLAN ROOFING FRAMING PLAN LATERAL STRUCTURAL SYSTEMS LATERAL STRUCTURAL SYSTEMS LATERAL STRUCTURAL SYSTEMS LATERAL STRUCTURAL SYSTEMS TYPICAL CONNECTIONS DETAILS TYPICAL BASEPLATE CONNECTION DETAIL FIRST FLOOR LIVE LOAD DIAGRAM SECOND FLOOR LIVE LOAD DIAGRAM THIRD FLOOR LIVE LOAD Diagram FOURTH FLOOR LIVE LOAD Diagram ROOF LIVE LOAD Diagram RAIN LOAD DIAGRAM Diagram SNOW LOAD DIAGRAM EAST-tO-WEST WIND LOAD Diagram WEST-tO-EAST WIND LOAD diagram NORTH-TO-SOUTH WIND LOAD Diagram SOUTH-TO-NORTH WIND LOAD diagram SEISMIC LOAD DIAGRAM

Author

Design Team

Sheet no.

S10.1 s10.2 S11.1 S11.2 S11.3 S11.4 S12.1 S12.2 S12.3 S12.4 S13.1 S13.2 S13.3 S13.4 S14.1 S14.2 S15.1 S15.2 S15.3 S15.4 S15.5 S15.6 S15.7 S15.8 S15.9 S15.10 S15.11 S15.12

Issue Date

The general scope of work consists of the structural design of a multi-story steel frame structure located in Lawrence, KS. The client shall be provided with the following engineering services: General structural planning and layout, calculation of dead, live and environmental loads, structural framing plans, lateral bracing systems, and design of structural connections.

This set of structural engineering documents will only be authorized for construction after it has been reviewed, stamped, and signed by a licensed, professional enginner.

Any changes made by the client to the engineering services provided regarding the project once work has commenced will require the assessment of additional engineering fees.

Drawing Index

Project Number

General Scope of work

Cover Sheet

S10.1 1/8" = 1'-0"

OR CTIO U TF NO NSTR O C

N

Type 3.5x3.5x1/8 3.5x3.5x3/16 4.5x4.5x3/16 4x4x3/16 5.5x5.5x3/16 5x5x3/16 6x6x1/4 10K1 16K2 22K4 HSS8X8X.375 L8X4X7/8 W8X10 W10x12 W12x16 W12X26 W18x35 W18x40

Structural Material Steel ASTM A500, Grade B, Rectangular and Square Steel ASTM A500, Grade B, Rectangular and Square Steel ASTM A500, Grade B, Rectangular and Square Steel ASTM A500, Grade B, Rectangular and Square Steel ASTM A500, Grade B, Rectangular and Square Steel ASTM A500, Grade B, Rectangular and Square Steel ASTM A500, Grade B, Rectangular and Square Steel ASTM A36 Steel ASTM A36 Steel ASTM A36 Steel ASTM A500, Grade B, Rectangular and Square Steel ASTM A500, Grade B, Rectangular and Square Steel ASTM A992 Steel ASTM A992 Steel ASTM A992 Steel ASTM A992 Steel ASTM A992 Steel ASTM A992

Count 6 2 4 16 6 6 24 156 61 308 80 37 56 15 55 4 64 80

GENERAL NOTES:

Bailey Hall 1440 Jayhawk Blvd Lawrence, K.S.

Reid Poling

1. MATERIALS SELECTED BASED ON ASTM SPECIFICATIONS. 2. COLUMNS AND BEAMS/GIRDERS ARE ASTM A992 STEEL, HOT ROLLED WIDE FLANGE SHAPES. 3. BRACING MEMBER ARE ASTM A500 GRADE B STEEL, HSS SQUARE SHAPES. 4. BEAM SYSTEMS ASTM A36 STEEL, K-SERIES OPEN WEB JOISTS. 5. FLOOR DECKING IS VULCRAFT 1.5VL18 3.5" LW WITH 3500 PSI LW CONCRETE. ROOF DECKING IS VULCRAFT 1.5VL18 STEEL DECK 6. LOADING DIAGRAM VALUES CALCULATED BASED UPON ASCE 7-10 SPECIFICATIONS 7. REFER TO PROJECT DESIGN REPORT FOR LOADING AND DESIGN CRITERIA. 8. BASE PLATE DESIGN ASSUMES FOUNDATION CONCRETE STRENGTH OF 4000 PSI. 9. BEAM DEFLECTIONS ARE LIMITED TO SPAN/360 FOR UNFACTORED LIVE LOAD ONLY. 10. LATERAL STORY DRIFT HAS BEEN LIMITED TO HEIGHT/250 FOR FACTORED LATERAL LOADS. OVERALL STRUCTURAL DRIFT INDEX AHS BEEN LIMITED TO â&#x2C6;&#x2020;/H < 0.003.

11. JOISTS MARKED (TYP.) IN FRAMING PLANS ARE THE TYPICAL JOIST SIZE THROUGHOUT THE BAY. 12. ALL POLING TRUSS MEMBERS ARE ASTM A500 GRADE B STEEL, HSS SQUARE SHAPES. 13. ROOF PURLINS ARE ASTM A36 STEEL, SINGLE ANGLES SHAPES

Will McCann

Length 53' - 2" 53' - 2" 53' - 2" 53' - 2" 53' - 2" 53' - 2" 53' - 2" 53' - 2" 53' - 2" 53' - 2" 53' - 2" 53' - 2" 53' - 2" 53' - 2" 53' - 2" 53' - 2" 53' - 2" 53' - 2" 53' - 2" 53' - 2" 53' - 2" 53' - 2" 53' - 2" 53' - 2" 53' - 2" 53' - 2" 53' - 2" 53' - 2" 53' - 2" 53' - 2" 53' - 2" 53' - 2" 53' - 2" 53' - 2" 53' - 2" 53' - 2" 53' - 2" 53' - 2" 53' - 2" 53' - 2" 53' - 2" 53' - 2"

12/05/2016

Count 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Date

Column Location Mark A-1 A-2 A-3 A.1-4 A.1-5 A.1-6 A-7 A-8 A-9 B-9 B-1 C-1 C-9 D-9 D-7 D-6 D-4 D-1 E-1 E-2 E-3 E-7 E-8 E-9 D-5 C-2 B-2 D-2 C-3 B-3 C-4 B-4 B-5 C-5 B-6 C-6 B-7 C-7 B-8 C-8 D-8 D-3

Description

Structural Material Steel ASTM A992 Steel ASTM A992 Steel ASTM A992 Steel ASTM A992 Steel ASTM A992 Steel ASTM A992 Steel ASTM A992 Steel ASTM A992 Steel ASTM A992 Steel ASTM A992 Steel ASTM A992 Steel ASTM A992 Steel ASTM A992 Steel ASTM A992 Steel ASTM A992 Steel ASTM A992 Steel ASTM A992 Steel ASTM A992 Steel ASTM A992 Steel ASTM A992 Steel ASTM A992 Steel ASTM A992 Steel ASTM A992 Steel ASTM A992 Steel ASTM A992 Steel ASTM A992 Steel ASTM A992 Steel ASTM A992 Steel ASTM A992 Steel ASTM A992 Steel ASTM A992 Steel ASTM A992 Steel ASTM A992 Steel ASTM A992 Steel ASTM A992 Steel ASTM A992 Steel ASTM A992 Steel ASTM A992 Steel ASTM A992 Steel ASTM A992 Steel ASTM A992 Steel ASTM A992

1

Type W8x31 W8x31 W8x31 W8x31 W8x31 W8x31 W8x31 W8x31 W8x31 W8x31 W8x31 W8x31 W8x31 W8x31 W8x31 W8x31 W8x31 W8x31 W8x31 W8x31 W8x31 W8x31 W8x31 W8x31 W8x31 W10x39 W10x39 W10x39 W10x39 W10x39 W10x39 W10x39 W10x39 W10x39 W10x39 W10x39 W10x39 W10x39 W10x39 W10x39 W10x39 W8x31

Structural Framing Schedule

No.

Structural Column Schedule 2

A&C Andalib & Collins KU Structural Group

General Structural Information

S10.2 1/8" = 1'-0"

OR CTIO U TF NO NSTR O C

N

1

2

3

4

5

7

8

A&C Andalib & Collins KU Structural Group

9

Bailey Hall 1440 Jayhawk Blvd Lawrence, K.S.

171' - 2"

4' - 1"

32' - 10"

24' - 4" S-1

S-1

S-1

S-1

S-1

S-1

20' - 4" S-1

S-1

S-1

1 S14.2 S-2

B

25' - 3"

S-1

No.

A.1

23' - 9"

18' - 8"

A

21' - 9"

Description

22' - 11"

Date

81' - 10"

S-2

S-2

S-2

S-2

S-2 S-1

12' - 2"

S-2

S-1

S-2

S-2

S-2

23' - 11"

S-2

S-1

S-1

S-1

23' - 9"

25' - 3"

32' - 10"

S-1 24' - 4"

S-1 20' - 4"

1

1st Floor Column Layout 1/16" = 1'-0"

Reid Poling

21' - 9"

S-1

Will McCann

S-1

1

S-2

S-1

S-2

15' - 2"

W10X39

S-1 22' - 11"

Mark S-1

S-1

S-2

DN

S-1

W8X31

S-2

S-1 S-1

E Member

S-2

UP

S-1

D

S-2

12/05/2016

C

Level 1 Column Layout

S11.1 As indicated

OR CTIO U TF NO NSTR O C

N

1

2

3

4

5

6

7

8

A&C Andalib & Collins KU Structural Group

9

Bailey Hall 1440 Jayhawk Blvd Lawrence, K.S.

171' - 2"

S-1

S-1

23' - 9"

18' - 6"

14' - 4"

24' - 4"

20' - 4"

S-1 S-1

S-1

S-2

S-2

S-1

S-1

S-1

No.

18' - 8"

A.1

25' - 3"

S-1

4' - 1"

A

21' - 9"

Description

22' - 11"

Date

81' - 10"

S-1

S-2 S-2

12' - 2"

B C

S-2

S-2

S-1

S-2

S-2

S-2

S-2

S-2

S-2

S-1 S-2

DN 23' - 11"

UP

S-2

S-1

D

S-1

S-2

S-1

S-1 S-1

S-1

S-2

S-1

15' - 2"

S-1

S-1

S-1 21' - 9"

23' - 9"

25' - 3"

18' - 6"

14' - 4"

24' - 4"

20' - 4"

W8X31

S-1

W10X39

S-2

1

Mark

2nd Floor Column Layout 1 1/16" = 1'-0"

Reid Poling

S-1

Will McCann

S-1 22' - 11"

Member

S-1

S-1

12/05/2016

E

Level 2 Column Layout

S11.2 As indicated

OR CTIO U TF NO NSTR O C

N

A&C Andalib & Collins KU Structural Group

1

2

3

4

5

6

7

8

9

Bailey Hall 1440 Jayhawk Blvd Lawrence, K.S.

81' - 10"

22' - 11" S-1

S-1

23' - 9"

18' - 6"

14' - 4"

24' - 4" S-1

S-1

S-1

S-1

S-1

No.

S-1

20' - 4"

18' - 8"

A.1

25' - 3"

S-1

4' - 1"

A

21' - 9"

S-2

S-2 12' - 2"

B C

Description

Date

171' - 2"

S-2

S-1

S-2

S-2

S-2

S-2

S-2

S-2

S-2

S-2

S-1

S-2 S-2

S-1

S-2

23' - 11"

S-1

S-2

D

S-2

S-1

S-1

S-1

S-1

S-1

S-1

15' - 2"

S-1

22' - 11"

21' - 9"

23' - 9"

25' - 3"

18' - 6"

14' - 4"

S-1

S-1 24' - 4"

20' - 4"

Mark

W8X31

S-1

W10X39

S-2

1

Member

S-1

S-1

Reid Poling

S-1

Will McCann

S-1

12/05/2016

E

Level 3 Column Layout

1

3rd Floor Column Layout 1/16" = 1'-0"

S11.3 As indicated

OR CTIO U TF NO NSTR O C

N

A&C Andalib & Collins KU Structural Group

1

2

3

4

5

6

7

8

9

Bailey Hall 1440 Jayhawk Blvd Lawrence, K.S.

Date

171' - 2"

81' - 10" 18' - 6"

14' - 4"

24' - 4" S-1

20' - 4" S-1

S-1

S-1

S-1

S-1

S-2

S-2

S-2

S-2

S-2

S-2

S-2

S-2

S-1

S-2

S-1

S-1

S-1

No.

A.1

25' - 3"

S-1

S-1

S-1

23' - 9"

18' - 8"

4' - 1"

A

21' - 9"

Description

22' - 11"

S-2

S-1 12' - 2"

B

S-2

S-1

S-2

S-2

S-2

S-1

23' - 11"

C

S-2

D

S-2

S-1

S-1

S-1

S-1

S-1

S-1 22' - 11"

21' - 9"

S-1 23' - 9"

25' - 3"

18' - 6"

14' - 4"

24' - 4"

20' - 4"

Mark 1

Member

S-1

W8X31

S-1

W10X39

S-2

1

4th Floor Column Layout 1/16" = 1'-0"

Reid Poling

S-1

12/05/2016

E

Will McCann

15' - 2"

S-1

Level 4 Column Layout

S11.4 As indicated

OR CTIO U TF NO NSTR O C

N

1

E

2nd Floor Framing Plan 1/16" = 1'-0" B-4 B-1

B-2

C-4

C-4

No.

S13.2 2

B-4

Description

S13.2

OR CTIO U TF NO NSTR O C

Checker

B-2

C-1

C-1

C-4

C-4

Date

20' - 4"

Author

B-4

9

Issue Date

B-5

C-4

B-5

C-1

8

B-1

B-5

B-5

C-4

B-5

C-1

B-4

C-2

B-5

24' - 4"

C-4

B-5

C-4

B-5

B-3 C-4

B-3 C-4 C-4 C-4 C-4 B-3 C-4 C-4 C-4 C-4 C-4 C-4 C-4

B-4

B-1 C-1

B-1 C-1 C-1 C-1 C-1 B-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1

B-4

B-3 C-4

B-3 C-4 C-4 C-4 C-4 B-3 C-4 C-4 C-4 C-4 C-4 C-4 C-4

C-4

14' - 4"

C-2

B-4

C-1

C-4

C-4

18' - 6"

7

C-2

B-1

B-5

C-4

B-5 C-1

C-1

B-4

C-4

C-4

B-3

6

C-2

B-4

C-1

25' - 3"

C-4

B-5

B-1

B-5

C-4

B-3 C-2 C-2 C-2 C-2 C-2 C-2 C-2

B-4

B-3

B-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1

C-4

C-4

C-4

23' - 9"

B-3

C-4

C-4

B-3

C-1

C-1

C-4

5

B-1 C-2

B-4

C-4

B-5

C-4

B-5 C-1

C-1

C-4

---

C-4

C-1

21' - 9"

C-4

C-4

B-3 C-4

4

Project Number

B-4

B-1 C-1

3

B-1 C-4 C-4 C-4 C-4 C-4 C-4 C-4

B-5 B-3 C-4

B-5

B-3 C-4 C-4 C-4 C-4 C-4 C-4

C-4

C-4

2

B-1

B-5

B-1 C-1 C-1 C-1 C-1 C-1 C-1

C-1

C-1

C-4

C-4

C-4

4' - 1"

B-4 -

B-3 C-4 C-4 C-4 C-4 C-4 C-4

C-4

C-4

C-1

C-1

C-1

B-2 C-4

18' - 8"

22' - 11"

B-1 C-4 C-4 C-4 C-4 C-4 C-4

C-2

D C-2

C C-4

C-4

C-4

B

C-2

C-2

C-2

B-1 C-1

12' - 2"

A.1

B-2 C-4

23' - 11"

A

B-1 C-2

15' - 2"

1 A&C Andalib & Collins KU Structural Group

Bailey Hall 1440 Jayhawk Blvd Lawrence, K.S.

1

B-4

B-5

B-5

B-4 B-5

B-4

First Story Framing Plan

S12.1 1/16" = 1'-0"

N

1

2

3

4

5

6

7

8

9

A&C Andalib & Collins KU Structural Group

W18X40

B-5

10K1

C-1

22K4

C-2

16K2

C-3

?

Description No.

B-1 B-2 ?

B-4

B-1

C-2

B-1

B-4 C-4

B-4

B-1

B-1

B-4

B-2

B-3

C-4 C-1 C-4

C-1

B-1

B-5

B-3

B-3

C-4

B-5

B-5

B-5

B-3

C-4

B-3 B-1

C-1

B-5

C-4

B-5

C-4

C-4

B-3 B-1

C-1

B-1

C-1 B-3

C-4

C-4

B-3

C-2

B-3 B-3

B-5

B-4

Checker

B-4

B-4

Author

W18X35

B-4

Issue Date

B-3

B-4

20' - 4"

Project Number

W12x16

C-4

B-1

C-2

B-1

B-2

B-1

C-1 C-4

B-3

C-4

C-4

B-3 B-1

C-1

B-1 B-3

C-4

B-2

23' - 11" 15' - 2"

Mark

W10X12

B-5

B-5

24' - 4"

B-4

B-5

B-4

B-1

14' - 4"

B-4

B-5

B-5

B-4

W8X10

18' - 6"

B-4

B-5

B-5

B-5

D

C-4

B-3

C-4 C-1

B-1

12' - 2"

B-5

B-5

C

Member

25' - 3"

B-3

B-4

B-5

B

E

B-4

23' - 9"

4' - 1"

B-2

A.1

21' - 9"

B-4

18' - 8"

A

22' - 11"

Date

Bailey Hall 1440 Jayhawk Blvd Lawrence, K.S.

Second Story Framing Plan

S12.2 As indicated

3rd Floor Framing Plan 1 1/16" = 1'-0"

OR CTIO U TF NO NSTR O C

N

1

2

3

4

5

6

7

8

9

A&C Andalib & Collins KU Structural Group Bailey Hall 1440 Jayhawk Blvd Lawrence, K.S.

21' - 9"

B-4

B-4

23' - 9"

25' - 3"

18' - 6"

14' - 4"

24' - 4"

20' - 4"

B-4

B-4

B-3

W18X35

B-4

W18X40

B-5

10K1

C-1

22K4

C-2

16K2

C-3

Description No.

B-1

C-1

B-2

C-4

B-1

B-5

B-1

C-4

B-1

B-5

B-4

?

C-4

B-3 B-1 B-3

B-5

C-2

B-4

C-4

B-3

C-4

C-1

B-1

C-1

B-3 B-1

C-4

B-3

C-4

B-3

C-4 C-4

B-3

B-3

C-4

C-1

B-1 C-1

C-1

B-1 B-3

C-4

B-3

C-2

B-3

C-4 C-1

B-1 B-3 B-1

B-5

B-4

Checker

W12x16

B-5

Author

B-2

B-5

B-5

B-4

B-5

Issue Date

W10X12

B-5

B-4

B-5

B-5

Project Number

B-1

B-3

C-4 C-1 B-4

Mark

W8X10

B-4

B-4

B-4

B-5

B-5

B-5

B-1

C-2

B-1

15' - 2"

B-4

C-4

B-3

C-4

B-2

23' - 11"

B-5

D

B-4

B-5

B-5

C-4

C-1

B-1

12' - 2"

B-5

C

Member

B-5 B-1

B-5

B

E

B-3

C-4

B-2

A.1

B-4

18' - 8"

A

4' - 1"

Date

22' - 11"

Third Story Framing Plan

S12.3 1

4th Floor Framing 1/16" = 1'-0"

As indicated

OR CTIO U TF NO NSTR O C

N

1

2

22' - 11"

3

21' - 9"

4

23' - 9"

5

25' - 3"

6

18' - 6"

7

14' - 4"

8

24' - 4"

9

A&C Andalib & Collins KU Structural Group Bailey Hall 1440 Jayhawk Blvd Lawrence, K.S.

20' - 4"

S13.2

2 S13.2 H-8

H-8

H-8

H-8

No.

H-5

18' - 8"

A.1

H-3

4' - 1"

A

Description

2 S13.3

Date

1

12' - 2"

B

23' - 11"

C

E

1

H-3

H-1

15' - 2"

D

H-1

HSS3.5x3.5x3/16

H-2

HSS4x4x3/16

H-3

HSS4.5x4.5x3/16

H-4

HSS5x5x3/16

H-5

HSS5.5x5.5x3/16

H-6

HSS6x6x3/16

H-7

HSS6x6x1/4

H-8

Checker

HSS3.5x3.5x1/8

Author

Mark

Issue Date

Member

Project Number

S13.3

Lateral Structural Systems

2nd Floor Lateral Bracing 1 1/16" = 1'-0"

S13.1 As indicated

OR CTIO U TF NO NSTR O C

N

A&C Andalib & Collins KU Structural Group

Roof th Floor 49' - 8" 48' - 0"

Date

Bailey Hall 1440 Jayhawk Blvd Lawrence, K.S.

H8

H-8

3rd Floor 24' - 0"

No.

4th Floor 36' - 0"

Description

H8

6 H-

H-8

8 H-

2nd Floor 12' - 0" H5

H-8

1st Floor 0' - 0" Foundation -3' - 6"

Mark

H-2

HSS4x4x3/16

H-3

HSS4.5x4.5x3/16

H-4

HSS5x5x3/16

H-5

HSS5.5x5.5x3/16

H-6

HSS6x6x3/16

H-7

HSS6x6x1/4

H-8

4th Floor 36' - 0" H3

H-3

3rd Floor 24' - 0" H-3

3 H-

2nd Floor 12' - 0" H3

H-3

1st Floor 0' - 0" Foundation -3' - 6"

Checker

HSS3.5x3.5x3/16

H3

3 H-

Author

H-1

Issue Date

HSS3.5x3.5x1/8

Project Number

Member

Roof th Floor 49' - 8" 48' - 0"

Lateral Structural Systems

S13.2 As indicated

OR CTIO U TF NO NSTR O C

N

A&C Andalib & Collins KU Structural Group

th Floor 48' - 0" 4th Floor 36' - 0"

H-8

8 H-

3rd Floor 24' - 0"

No.

H8

H-8

Date

H6

8 H-

Bailey Hall 1440 Jayhawk Blvd Lawrence, K.S.

Description

Roof 49' - 8"

2nd Floor 12' - 0" H-8

6 H-

1st Floor 0' - 0" Foundation -3' - 6"

Roof 49' - 8"

HSS3.5x3.5x3/16

H-2

HSS4x4x3/16

H-3

HSS4.5x4.5x3/16

H-4

HSS5x5x3/16

H-5

HSS5.5x5.5x3/16

H-6

HSS6x6x3/16

H-7

HSS6x6x1/4

H-8

4th Floor 36' - 0" H1

H-5

3rd Floor 24' - 0" H-5

1 H-

2nd Floor 12' - 0" H-4

H1

1st Floor 0' - 0" Foundation -3' - 6"

Checker

H-1

2 H-

Author

HSS3.5x3.5x1/8

H4

Issue Date

th Floor 48' - 0"

Mark

Project Number

Member

Lateral Structural Systems

S13.3 As indicated

OR CTIO U TF NO NSTR O C

N

Stairway:

Hallway

DL - 60 psf LL - 80 psf

Bailey Hall 1440 Jayhawk Blvd Lawrence, K.S.

DL - 60 psf LL - 50 psf

Classroom

DL - 60 psf LL - 40 psf

Conference Room

DL - 60 psf LL - 100 psf

Janitor/Storage:

DL - 60 psf 1 LL - 20 psf

Dept./Reception:

Restroom

DL - 60 psf LL - 60 psf

No.

DL - 60 psf LL - 100 psf

Description

Date

Office:

DL - 55 psf LL - 100 psf

A&C Andalib & Collins KU Structural Group

---

Checker

Author

Issue Date

DN

Project Number

UP

First Floor Live Load Diagram

S15.1 1/16" = 1'-0"

OR CTIO U TF NO NSTR O C

N

A&C Andalib & Collins KU Structural Group

DL - 60 psf LL - 80 psf

Office:

DL - 60 psf LL - 50 psf

Classroom

DL - 60 psf LL - 40 psf

Conference Room

DL - 60 psf LL - 100 psf

Janitor/Storage:

DL - 60 psf LL - 20 psf

Dept./Reception:

Restroom DL - 60 psf LL - 100 psf

DL - 60 psf LL - 60 psf

Date

Hallway

Bailey Hall 1440 Jayhawk Blvd Lawrence, K.S.

Description

DL - 55 psf LL - 100 psf

No.

Stairway:

---

DN

Checker

Author

Issue Date

Project Number

UP

Second Floor Live Load Diagram

S15.2 1/16" = 1'-0"

OR CTIO U TF NO NSTR O C

N

A&C Andalib & Collins KU Structural Group Bailey Hall 1440 Jayhawk Blvd Lawrence, K.S.

DL - 55 psf LL - 100 psf

Hallway

DL - 60 psf LL - 80 psf

Office:

DL - 60 psf LL - 50 psf

Classroom

DL - 60 psf LL - 40 psf

Conference Room

DL - 60 psf LL - 100 psf

Description

Checker

DL - 60 psf LL - 60 psf

Author

Restroom DL - 60 psf LL - 100 psf

Issue Date

Dept./Reception:

No.

DL - 60 psf LL - 20 psf

Project Number

Janitor/Storage:

Date

Stairway:

Third Floor Live Load Diagram

S15.3 1/16" = 1'-0"

OR CTIO U TF NO NSTR O C

N

A&C Andalib & Collins KU Structural Group

Classroom

DL - 60 psf LL - 40 psf

Dept./Reception:

DL - 60 psf LL - 100 psf

Attic

DL - 55 psf LL - 80 psf

Laboratory

DL - 60 psf LL - 60 psf

Checker

DL - 60 psf LL - 50 psf

Author

Office:

Issue Date

DL - 60 psf LL - 80 psf

Description

Hallway

No.

DL - 55 psf LL - 100 psf

Project Number

Stairway:

Date

Bailey Hall 1440 Jayhawk Blvd Lawrence, K.S.

Fourth Floor Live Load Diagram

S15.4 1/16" = 1'-0"

OR CTIO U TF NO NSTR O C

N

A&C Andalib & Collins KU Structural Group

Checker

DL - 12.75 psf LL - 20 psf

Author

Flat

Issue Date

DL - 18.75 psf LL - 20 psf

Description

Slope East

No.

DL -18.75 psf LL - 20 psf

Project Number

Slope West

Date

Bailey Hall 1440 Jayhawk Blvd Lawrence, K.S.

Roof Live Load Diagram

S15.5 1/16" = 1'-0"

OR CTIO U TF NO NSTR O C

N

A&C Andalib & Collins KU Structural Group Roof drain 1

15.83 psf Bailey Hall 1440 Jayhawk Blvd Lawrence, K.S.

13.40 psf

Roof drain 3

13.40 psf

Roof drain 4

13.69 psf No.

Description

Date

Roof drain 2

Checker

16.11 psf

Author

13.40 psf

Issue Date

13.40 psf

Project Number

13.69 psf

Rain Load Diagram

S15.6 1/16" = 1'-0"

OR CTIO U TF NO NSTR O C

N

A&C Andalib & Collins KU Structural Group

Roof Snow (Flat)

22 psf

Sliding Load

Roof Snow Drift

2.49 psf

Description

8.316 psf

18.19 psf

No.

Roof Snow (Slope )

Date

Bailey Hall 1440 Jayhawk Blvd Lawrence, K.S.

18.19 psf

18.19 psf

2.49 psf

2.49 psf 22 psf

Checker

Author

Issue Date

8.316 psf Project Number

8.316 psf

Snow Load Diagram

S15.7 1/16" = 1'-0"

OR CTIO U TF NO NSTR O C

N

12 .33

12.33 psf

sf 2p 6.4

ps f

Roof 49' - 8" 16.44 psf 6.16 psf

th Floor 48' - 0" 4th Floor 36' - 0"

14.48 psf

Bailey Hall 1440 Jayhawk Blvd Lawrence, K.S.

Date

12 .33 ps f

Description

sf 2p 4 .

6

A&C Andalib & Collins KU Structural Group

3rd Floor 24' - 0" No.

12.72 psf

2nd Floor 12' - 0"

11.15 psf

1st Floor 0' - 0" Foundation -3' - 6"

6.42 psf 14.33 psf

2nd Floor 12' - 0" 1st Floor 0' - 0" Foundation -3' - 6"

Checker

3rd Floor 24' - 0"

Author

4th Floor 36' - 0"

Issue Date

th Floor 48' - 0"

Project Number

14.33 psf

Roof 49' - 8"

East-to-West Wind Load Diagram

S15.8 1/16" = 1'-0"

OR CTIO U TF NO NSTR O C

N

A&C Andalib & Collins KU Structural Group

Checker

Author

Issue Date

Project Number

No.

Description

Date

Bailey Hall 1440 Jayhawk Blvd Lawrence, K.S.

West-to-East Wind Diagram

S15.9 OR CTIO U TF NO NSTR O C

N

sf 1p 7 .

20

20.71 psf

20 .71 ps f

14.21 psf 14.21 psf

Roof 49' - 8" th Floor 48' - 0"

+/- 4.30 psf

4th Floor 36' - 0" 3rd Floor 24' - 0"

Date

Bailey Hall 1440 Jayhawk Blvd Lawrence, K.S.

Description

20 .71 ps f

No.

2nd Floor 12' - 0" 1st Floor 0' - 0" Foundation -3' - 6" 17.05 psf 11.37 psf

14.48 psf

12.72 psf

11.15 psf

10.15 psf

+/- 4.30 kips

th Floor 48' - 0" 4th Floor 36' - 0" 3rd Floor 24' - 0" 2nd Floor 12' - 0" 1st Floor 0' - 0" Foundation -3' - 6"

Checker

16.24 psf

Roof 49' - 8"

Author

20.71 psf

Issue Date

f ps

Project Number

.71 20

A&C Andalib & Collins KU Structural Group

North-to-South Wind Load Diagram

S15.10 1/16" = 1'-0"

OR CTIO U TF NO NSTR O C

N

A&C Andalib & Collins KU Structural Group

No.

Description

Date

Bailey Hall 1440 Jayhawk Blvd Lawrence, K.S.

2nd Floor 12' - 0" 1st Floor 0' - 0" Foundation -3' - 6"

Checker

25.8 kips

3rd Floor 24' - 0"

Author

55.4 kips

4th Floor 36' - 0"

Issue Date

74.3 kips

Roof 49' - 8" th Floor 48' - 0"

Project Number

41.7 kips

Seismic Load Diagram

S15.12 1/16" = 1'-0"

OR CTIO U TF NO NSTR O C

N