Attach 02 Drawings USDA Clay Center Shade Ph II 27 Jan 2023.pdf

PROJECT NO.:

I, AM THE COORDINATING

PROFESSIONAL ON:

NO. DATE BY DESCRIPTION

REVISIONS

L BAETE

S Henk

USDAA-E FIRM

TJS

B DEAN

B DEAN

USDA

REAL PROPERTY

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

SHEET

Service Research Agricultural

FACILITIES ENGINEERING SECTION

PLAINS AREA

2150 CENTRE AVE., BLDG D, SUITE 330

FT. COLLINS, CO 89526-8119

U S D A

CA

D

DH

DS

G

PM

C

U s e r s

\m n a c h re in e r\

D o c u m e n ts \0

-A

R C

H R m n a c h re in e r .

rv t

/2

/2

:0 :1

P

M

COVER SHEET

08222.006

TJS

MJN

MJN

1/27/2023

SHADE STRUCTURES

US MEAT ANIMAL RESEARCH CENTER

CLAY CENTER, NEBRASKA

100% ISSUED

FOR

CONSTRUCTION

MICHAEL NACHREINER

US MEAT ANIMAL RESEARCH

CENTER

SHADE STRUCTURES

08222006- 0- 0 COVER SHEET

ARCHITECTURAL

A102 LOCATION 42 WEST

A104 LOCATION 46

A105 LOCATION 29

A106 LOCATION 14

A107 LOCATION 18

A108 LOCATION 12

A109 SHADE STRUCTURES & FENCING

GENERAL

0 COVER SHEET

STRUCTURAL

S 01 STRUCTURAL NOTES & SCHEDULES

S101 TYPICAL STRUCTURAL DETAILS

S102 STRUCTURAL DETAILS

DRAWING INDEX

SHADE STRUCTURE PHASE II

U.S. Meat Animal Research Center Roman L. Hruska Research Center Clay Center, Nebraska

CIVIL

C000 SITE ORIENTATION PLAN

GRAND

ISLAND

KEARNEY

CLAY

CENTER

LINCOLN

NEBRASKA

KANSAS

PROJECT

SITES

INTERSTATE 80

1/27/2023

82 72

48 38

45 35

WELL 3

WELL 1

WELL 7

WELL 5

WELL 8

USDA

100% ISSUED

FOR

CONSTRUCTION

U S D A

A-E FIRM

C000

PROJECT NO.: 08222.006

01/27/2023

2 2 2

NEW WIDE FLANGE

END COLUMN

NEW SUPPORT

CABLES

NEW FABRIC

SHADES -

SEGMENT AS

REQUIRED

EXISTING

FABRIC

SHADES

EXISITNG

SUPPORT

CABLES

EXISTING BUILDING

EXISTING

BUILDING

EXISTING END

COLUMN

EXISITNG

SUPPORT

CABLES

EXISTING

CABLE POST

EXISTING

CABLE POST

EXISTING

CABLE POST

EXISTING CABLE

NEW SUPPORT

CABLE

NEW WIDE

FLANGE END

COLUMN

NEW WIDE

FLANGE END

COLUMN

EXISTING

WIDE FLANGE

END COLUMN

EXISTING

SUPPORT

CABLES

EXISTING

CABLE POST

EXISTING

FABRIC

SHADES

EXISTING

FABRIC

SHADES

EXISTING

CABLE POST

EXISTING

CABLE POST

EXISITNG SUPPORT

CABLES

S102

S102

EXISTING CABLE

85'-6" 20'-0"

4'-6" 3'-0"

RELOCATE LINE TO

NEW COLUMN

NEW WIDE FLANGE

END COLUMN

13'-6"

5 5 5 5 5 5

PROJECT NO.:

NO. DATE BY DESCRIPTION

REVISIONS

L BAETE

S Henk

USDAA-E FIRM

TJS

B DEAN

B DEAN

USDA

REAL PROPERTY

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

SHEET

Service Research Agricultural

FACILITIES ENGINEERING SECTION

PLAINS AREA

2150 CENTRE AVE., BLDG D, SUITE 330

FT. COLLINS, CO 89526-8119

U S D A

CA

D

DH

DS

G

PM

C

U s e r s

\m n a c h re in e r\

D o c u m e n ts \0

-A

R C

H R m n a c h re in e r .

rv t

/2

/2

:1

:1

P

M

A102

LOCATION 42 WEST

08222.006

TJS

MJN

MJN

1/27/2023

SHADE STRUCTURES

US MEAT ANIMAL RESEARCH CENTER

CLAY CENTER, NEBRASKA

100% ISSUED

FOR

CONSTRUCTION

08222006- 2- A102 LOCATION 42 WEST

1 TEMPORARY STAGING AREA, RESTORE TO ORIGINAL CONDITION AFTER

CONSTRUCTION.

2 PROTECT EXISTING UTILITIES. PROVIDE SLEEVE THROUGH FOOTING AS

REQUIRED PER TYPICAL DETAIL 2/S101.

5 INTERMEDIATE COLUMN ON FENCE LINE. REMOVE AND REPLACE

FENCING IN KIND AS NEEDED TO ACCOMMODATE CONSTRUCTION

REF. NOTES ( ):X

SCALE: 1" = 30'-0"

LOCATION 42 WEST - PLAN

TRUE

NORTH

FOUNDATION PLAN NOTES:

A. REFERENCE SHEET S01 FOR STRUCTURAL NOTES AND SCHEDULES.

B. REFERENCE SHEET S101 FOR TYPICAL FOUNDATION DETAILS NOT

NECESSARILY INDICATED ON PLAN.

C. MATCH EXISTING GRADE WITH TOP OF FOOTING (T.O.F.) ELEVATION.

D. FOOTINGS ARE REQUIRED BELOW ALL STRUCTURAL COLUMNS.

E. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND NOTIFY

ENGINEER OF RECORD OF ANY DISCREPANCIES WITH CONSTRUCTION

DOCUMENTS.

F. THE CABLE SYSTEM HAS BEEN DESIGNED BASED ON A SCHEMATIC CABLE

LAYOUT AND PRELIMINARY COLUMN REACTIONS. THE APPLICABLE

FOUNDATION DESIGN & DETAILS ARE PRELIMINARY AND TO BE USED FOR

PRICING PURPOSES ONLY. THE CONTRACTOR SHALL SUBMIT

STAMPED/SIGNED PLANS OF THE CABLE SYSTEM, INCLUDING FOUNDATIONS,

TO THE ENGINEER OF RECORD FOR REVIEW.

G. ALL UNDERGROUND UTILITIES WERE PROVIDED FROM DOCUMENTS

SUPPLIED OR MARKED BY THE USDA. SCHEMMER MAKES NO GUARANTEES

ON THE ACCURACY OF THE LOCATIONS OF THESE UTILITIES. THE

CONTRACTOR IS RESPONSIBLE FOR LOCATING BY NECESSARY MEANS ANY

UTILITIES THAT MAY CONFLICT WITH THE WORK.

H. ALL WELDING BURRS AND SPATTER, AND ROUGH EDGES SHALL BE GROUND

SMOOTH IN AREAS WHERE ANIMALS CAN TOUCH STRUCTURE

COMPONENTS.

F4.5 F5.5 F4.5

F4.0

F5.0

F4.0

F4.0

F4.0F4.0

F5.0

F4.0 F4.0

4 3 2 1

4 3 2 1

46.A 46.B 46.C

60'-0"

30'-0" 30'-0"

46.1

46.2

46.3

46.4

A104

A1043

METAL ROOF SYSTEM

GUTTER AND DS EACH END

EXIST BUILDING

S102

46.A 46.B 46.C

46.1

46.2

46.3

46.4

60'-0"

30'-0" 30'-0"

F4.5 F5.5 F4.5

F4.0

F5.0

F4.0

F4.0

F4.0F4.0

F5.0

F4.0

.1

8°

3'-0"

T.O.F. = 1823.5'

T.O. PIER = 1830.5'

T.O.F. = 1824.5'

T.O. PIER = 1830.5'

T.O.F. = 1824.5'

T.O. PIER = 1830.5'

T.O.F. = 1824.0'

T.O. PIER = 1830.5'

T.O.F. = 1823.5'

T.O. PIER = 1830.5'

T.O.F. = 1824.5'

T.O. PIER = 1830.5'

T.O.F. = 1824.5'

T.O. PIER = 1830.5'

F4.0

T.O.F. = 1824.5'

T.O. PIER = 1830.5'

T.O.F. = 1824.75'

T.O. PIER = 1830.5'

T.O.F. = 1824.75'

T.O. PIER = 1830.5'

T.O.F. = 1824.75'

T.O. PIER = 1830.5'

T.O.F. = 1824.25'

T.O. PIER = 1830.5'

S102

GUTTER AND DSGUTTER AND DS

PRE-FIN METAL

SIDING AND TRIM

100'-0"

30'-0" 33'-0" 37'-0"

12"

1/2" GUTTER AND DSGUTTER AND DS

100'-0"

30'-0" 35'-0" 35'-0"

WALL PANELS

GIRT AT BOTTOM

OF PANELS

CONC FOOTING -

SEE PLAN

GRADE

PROJECT NO.:

NO. DATE BY DESCRIPTION

REVISIONS

L BAETE

S Henk

USDAA-E FIRM

TJS

B DEAN

B DEAN

USDA

REAL PROPERTY

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

SHEET

Service Research Agricultural

FACILITIES ENGINEERING SECTION

PLAINS AREA

2150 CENTRE AVE., BLDG D, SUITE 330

FT. COLLINS, CO 89526-8119

U S D A

CA

D

DH

DS

G

PM

C

U s e r s

\m n a c h re in e r\

D o c u m e n ts \0

-A

R C

H R m n a c h re in e r .

rv t

/2

/2

:2

:4

P

M

A104

LOCATION 46

08222.006

TJS

MJN

MJN

1/27/2023

SHADE STRUCTURES

US MEAT ANIMAL RESEARCH CENTER

CLAY CENTER, NEBRASKA

100% ISSUED

FOR

CONSTRUCTION

08222006- 2- A104 LOCATION 46

SCALE: 1" = 20'-0"

METAL BUILDING ROOF PLAN - LOCATION 46

SCALE: 1" = 20'-0"

LOCATION 46 - FOUNDATION PLAN

FOUNDATION PLAN NOTES:

A. REFERENCE SHEET S01 FOR STRUCTURAL NOTES AND & S102 FOR FOOTING

SCHEDULE.

B. REFERENCE SHEET S101 FOR TYPICAL FOUNDATION DETAILS NOT

NECESSARILY INDICATED ON PLAN.

C. TOP OF FOOTING (T.O.F.) ELEVATION IS MINIMUM 12" BELOW FINISHED

GRADE, TYPICAL U.N.O.

D. FOOTINGS ARE REQUIRED BELOW ALL STRUCTURAL COLUMNS.

E. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND NOTIFY

ENGINEER OF RECORD OF ANY DISCREPANCIES WITH CONSTRUCTION

DOCUMENTS.

F. THE METAL BUILDING FOUNDATION HAS BEEN DESIGNED BASED ON A

SCHEMATIC METAL BUILDING LAYOUT AND PRELIMINARY COLUMN

REACTIONS. THE CONTRACTOR SHALL SUBMIT STAMPED/SIGNED PLANS OF

THE METAL BUILDING (INCLUDING ACTUAL COLUMN REACTIONS) TO THE

ENGINEER OF RECORD. THE ENGINEER OF RECORD SHALL VERIFY THE

ADEQUACY OF THE FOOTINGS AS SHOWN ON THE FOUNDATION PLAN BASED

ON THE ACTUAL COLUMN REACTIONS. IF REQUIRED, THE FOOTING DESIGNS

WILL BE ADJUSTED TO RESIST THE ACTUAL COLUMN REACTIONS.

G. ALL UNDERGROUND UTILITIES WERE PROVIDED FROM DOCUMENTS

SUPPLIED OR MARKED BY THE USDA. SCHEMMER MAKES NO GUARANTEES

ON THE ACCURACY OF THE LOCATIONS OF THESE UTILITIES. THE

CONTRACTOR IS RESPONSIBLE FOR LOCATING BY NECESSARY MEANS ANY

UTILITIES THAT MAY CONFLICT WITH THE WORK.

H. ALL WELDING BURRS AND SPATTER, AND ROUGH EDGES SHALL BE GROUND

SMOOTH IN AREAS WHERE ANIMALS CAN TOUCH STRUCTURE

COMPONENTS.

1 TEMPORARY STAGING AREA, RESTORE TO ORIGINAL CONDITION AFTER

CONSTRUCTION.

2 PROTECT EXISTING UTILITIES. PROVIDE SLEEVE THROUGH FOOTING AS

REQUIRED PER TYPICAL DETAIL 2/S101.

3 REMOVE AND REPLACE FENCING AS NEEDED TO ACCOMMODATE

CONSTRUCTION AND NEW COLUMNS AND FOOTINGS.

REF. NOTES ( ):X

TRUE

NORTH

TRUE

NORTH

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

LOCATION 46 - METAL BUILDING ELEVATION

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

LOCATION 46 - METAL BUILDING SECTION

PORTABLE SHADE

STRUCTURE - SEE

2/A109

PORTABLE SHADE

STRUCTURE - SEE

2/A109

PORTABLE SHADE

STRUCTURE -SEE

2/A109

PORTABLE SHADE

STRUCTURE - SEE

2/A109

CANTILEVER SHADE

STRUCTURE - CENTERED

ON EXISTING FENCE LINE -

SEE 1/A109

40'-0" TYP

T Y

P

CANTILEVER SHADE

STRUCTURE - CENTERED

ON EXISTING FENCE LINE -

SEE 1/A109

50'-0"

50'-0"

29.A

S102

S102

29.A

29.1

29.2

29.3

29.4

29.5

29.6

29.7

29.8

29.9

29.10

29.11

29.12

29.13

29.14

29.15

29.16

29.17

29.18

TYP.

TYP.

CENTER END COLUMN

ON FENCELINE

PROJECT NO.:

NO. DATE BY DESCRIPTION

REVISIONS

L BAETE

S Henk

USDAA-E FIRM

TJS

B DEAN

B DEAN

USDA

REAL PROPERTY

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

SHEET

Service Research Agricultural

FACILITIES ENGINEERING SECTION

PLAINS AREA

2150 CENTRE AVE., BLDG D, SUITE 330

FT. COLLINS, CO 89526-8119

U S D A

CA

D

DH

DS

G

PM

C

U s e r s

\m n a c h re in e r\

D o c u m e n ts \0

-A

R C

H R m n a c h re in e r .

rv t

/2

/2

:2

:0

P

M

A105

LOCATION 29

08222.006

TJS

MJN

MJN

1/27/2023

SHADE STRUCTURES

US MEAT ANIMAL RESEARCH CENTER

CLAY CENTER, NEBRASKA

100% ISSUED

FOR

CONSTRUCTION

08222006- 2- A105 LOCATION 29

SCALE: 1" = 40'-0"

LOCATION 29 - PLAN

SCALE: 1" = 40'-0"

LOCATION 29 - FOUNDATION PLAN

FOUNDATION PLAN NOTES:

A. REFERENCE SHEET S01 FOR STRUCTURAL NOTES AND SCHEDULES.

B. REFERENCE SHEET S101 FOR TYPICAL FOUNDATION DETAILS NOT

NECESSARILY INDICATED ON PLAN.

C. TOP OF FOOTING (T.O.F.) ELEVATION IS MINIMUM 12" BELOW FINISHED

GRADE, TYPICAL U.N.O.

D. PAD FOOTINGS ARE REQUIRED BELOW ALL STRUCTURAL COLUMNS.

E. CONTRACTOR FIELD VERIFY EXISTING CONDITIONS AND NOTIFY ENGINEER

OF RECORD OF ANY DISCREPANCIES WITH CONSTRUCTION DOCUMENTS.

F. THE CANTILEVER SHADE STRUCTURE FOUNDATION HAS BEEN DESIGNED

BASED ON PRELIMINARY COLUMN REACTIONS. THE APPLICABLE

FOUNDATION DESIGN & DETAILS ARE PRELIMINARY AND TO BE USED FOR

PRICING PURPOSES ONLY. THE CONTRACTOR SHALL SUBMIT

STAMPED/SIGNED PLANS OF THE CANTILEVER SHADE STRUCTURE,

INCLUDING FOUNDATIONS, TO THE ENGINEER OF RECORD FOR REVIEW.

G. ALL UNDERGROUND UTILITIES WERE PROVIDED FROM DOCUMENTS

SUPPLIED OR MARKED BY THE USDA. SCHEMMER MAKES NO GUARANTEES

ON THE ACCURACY OF THE LOCATIONS OF THESE UTILITIES. THE

CONTRACTOR IS RESPONSIBLE FOR LOCATING BY NECESSARY MEANS ANY

UTILITIES THAT MAY CONFLICT WITH THE WORK.

H. ALL WELDING BURRS AND SPATTER, AND ROUGH EDGES SHALL BE GROUND

SMOOTH IN AREAS WHERE ANIMALS CAN TOUCH STRUCTURE

COMPONENTS.

1 TEMPORARY STAGING AREA, RESTORE TO ORIGINAL CONDITION AFTER

CONSTRUCTION.

2 PROTECT EXISTING UTILITIES. PROVIDE SLEEVE THROUGH FOOTING AS

REQUIRED PER TYPICAL DETAIL 2/S101.

3 REMOVE AND REPLACE FENCING AS NEEDED TO ACCOMMODATE

CONSTRUCTION AND NEW COLUMNS AND FOOTINGS.

9 REMOVE ENTIRE FENCELINE AND REPLACE WITH 7 BAR HEAVY FENCING.

SEE 3/A109 FOR MORE INFORMATION.

REF. NOTES ( ):X

TRUE

NORTH

TRUE

NORTH

M DY

H

M DY

H

" 50'-0"

50'-0"

PORTABLE SHADE

STRUCTURE - SEE

2/A109

CANTILEVER SHADE

STRUCTURE - CENTERED

ON EXISTING FENCE

LINE - SEE 1/A109

PORTABLE SHADE

STRUCTURE - SEE

2/A109

PORTABLE SHADE

STRUCTURE - SEE

2/A109

PORTABLE SHADE

STRUCTURE - SEE

2/A109

CANTILEVER SHADE

STRUCTURE - CENTERED

ON EXISTING FENCE

LINE - SEE 1/A109

S102

14.A

14.1

14.2

14.3

14.4

14.5

TYP

PROJECT NO.:

NO. DATE BY DESCRIPTION

REVISIONS

L BAETE

S Henk

USDAA-E FIRM

TJS

B DEAN

B DEAN

USDA

REAL PROPERTY

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

SHEET

Service Research Agricultural

FACILITIES ENGINEERING SECTION

PLAINS AREA

2150 CENTRE AVE., BLDG D, SUITE 330

FT. COLLINS, CO 89526-8119

U S D A

CA

D

DH

DS

G

PM

C

U s e r s

\m n a c h re in e r\

D o c u m e n ts \0

-A

R C

H R m n a c h re in e r .

rv t

/2

/2

:2

:2

P

M

A106

LOCATION 14

08222.006

TJS

MJN

MJN

1/27/2023

SHADE STRUCTURES

US MEAT ANIMAL RESEARCH CENTER

CLAY CENTER, NEBRASKA

100% ISSUED

FOR

CONSTRUCTION

08222006- 2- A106 LOCATION 14

SCALE: 1" = 20'-0"

LOCATION 14 - PLAN

SCALE: 1" = 20'-0"

LOCATION 14 - FOUNDATION PLAN

1 TEMPORARY STAGING AREA, RESTORE TO ORIGINAL CONDITION AFTER

CONSTRUCTION.

2 PROTECT EXISTING UTILITIES. PROVIDE SLEEVE THROUGH FOOTING AS

REQUIRED PER TYPICAL DETAIL 2/S101.

3 REMOVE AND REPLACE FENCING AS NEEDED TO ACCOMMODATE

CONSTRUCTION AND NEW COLUMNS AND FOOTINGS.

REF. NOTES ( ):X

TRUE

NORTH

TRUE

NORTH

FOUNDATION PLAN NOTES:

A. REFERENCE SHEET S01 FOR STRUCTURAL NOTES AND SCHEDULES.

B. REFERENCE SHEET S101 FOR TYPICAL FOUNDATION DETAILS NOT

NECESSARILY INDICATED ON PLAN.

C. TOP OF FOOTING (T.O.F.) ELEVATION IS MINIMUM 12" BELOW FINISHED

GRADE, TYPICAL U.N.O.

D. PAD FOOTINGS ARE REQUIRED BELOW ALL STRUCTURAL COLUMNS.

E. CONTRACTOR FIELD VERIFY EXISTING CONDITIONS AND NOTIFY ENGINEER

OF RECORD OF ANY DISCREPANCIES WITH CONSTRUCTION DOCUMENTS.

F. THE CANTILEVER SHADE STRUCTURE FOUNDATION HAS BEEN DESIGNED

BASED ON PRELIMINARY COLUMN REACTIONS. THE APPLICABLE

FOUNDATION DESIGN & DETAILS ARE PRELIMINARY AND TO BE USED FOR

PRICING PURPOSES ONLY. THE CONTRACTOR SHALL SUBMIT

STAMPED/SIGNED PLANS OF THE CANTILEVER SHADE STRUCTURE,

INCLUDING FOUNDATIONS, TO THE ENGINEER OF RECORD FOR REVIEW.

G. ALL UNDERGROUND UTILITIES WERE PROVIDED FROM DOCUMENTS

SUPPLIED OR MARKED BY THE USDA. SCHEMMER MAKES NO GUARANTEES

ON THE ACCURACY OF THE LOCATIONS OF THESE UTILITIES. THE

CONTRACTOR IS RESPONSIBLE FOR LOCATING BY NECESSARY MEANS ANY

UTILITIES THAT MAY CONFLICT WITH THE WORK.

H. ALL WELDING BURRS AND SPATTER, AND ROUGH EDGES SHALL BE GROUND

SMOOTH IN AREAS WHERE ANIMALS CAN TOUCH STRUCTURE

COMPONENTS.

HOOP BARN - CENTERED IN PEN

60'-0"

S102

18.A 18.B 60'-0"

18.1

18.2

18.3

18.4

18.5

18.6

18.7

18.8

18.9

62'-0"

10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"

FABRIC HOOP BARN ROOF SYSTEM

80'-0"

PROJECT NO.:

NO. DATE BY DESCRIPTION

REVISIONS

L BAETE

S Henk

USDAA-E FIRM

TJS

B DEAN

B DEAN

USDA

REAL PROPERTY

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

SHEET

Service Research Agricultural

FACILITIES ENGINEERING SECTION

PLAINS AREA

2150 CENTRE AVE., BLDG D, SUITE 330

FT. COLLINS, CO 89526-8119

U S D A

CA

D

DH

DS

G

PM

C

U s e r s

\m n a c h re in e r\

D o c u m e n ts \0

-A

R C

H R m n a c h re in e r .

rv t

/2

/2

:2

:5

P

M

A107

LOCATION 18

08222.006

TJS

MJN

MJN

1/27/2023

SHADE STRUCTURES

US MEAT ANIMAL RESEARCH CENTER

CLAY CENTER, NEBRASKA

100% ISSUED

FOR

CONSTRUCTION

08222006- 2- A107 LOCATION 18

SCALE: 1" = 20'-0"

LOCATION 18 - PLAN

SCALE: 1" = 20'-0"

LOCATION 18 - FOUNDATION PLAN

FOUNDATION PLAN NOTES:

A. REFERENCE SHEET S01 FOR STRUCTURAL NOTES AND SCHEDULES.

B. REFERENCE SHEET S101 FOR TYPICAL FOUNDATION DETAILS NOT

NECESSARILY INDICATED ON PLAN.

C. TOP OF FOOTING (T.O.F.) ELEVATION IS MINIMUM 12" BELOW FINISHED

GRADE, TYPICAL U.N.O.

D. PAD FOOTINGS ARE REQUIRED BELOW ALL STRUCTURAL COLUMNS.

E. CONTRACTOR FIELD VERIFY EXISTING CONDITIONS AND NOTIFY ENGINEER

OF RECORD OF ANY DISCREPANCIES WITH CONSTRUCTION DOCUMENTS.

F. THE HOOP BARN STRUCTURE FOUNDATION HAS BEEN DESIGNED BASED ON

PRELIMINARY COLUMN REACTIONS. THE APPLICABLE FOUNDATION DESIGN

& DETAILS ARE PRELIMINARY AND TO BE USED FOR PRICING PURPOSES

ONLY. THE CONTRACTOR SHALL SUBMIT STAMPED/SIGNED PLANS OF THE

HOOP BARN STRUCTURE, INCLUDING FOUNDATIONS, TO THE ENGINEER OF

RECORD FOR REVIEW.

G. ALL UNDERGROUND UTILITIES WERE PROVIDED FROM DOCUMENTS

SUPPLIED OR MARKED BY THE USDA. SCHEMMER MAKES NO GUARANTEES

ON THE ACCURACY OF THE LOCATIONS OF THESE UTILITIES. THE

CONTRACTOR IS RESPONSIBLE FOR LOCATING BY NECESSARY MEANS ANY

UTILITIES THAT MAY CONFLICT WITH THE WORK.

H. ALL WELDING BURRS AND SPATTER, AND ROUGH EDGES SHALL BE GROUND

SMOOTH IN AREAS WHERE ANIMALS CAN TOUCH STRUCTURE

COMPONENTS.

1 TEMPORARY STAGING AREA, RESTORE TO ORIGINAL CONDITION AFTER

CONSTRUCTION.

2 PROTECT EXISTING UTILITIES. PROVIDE SLEEVE THROUGH FOOTING AS

REQUIRED PER TYPICAL DETAIL 2/S101.

3 REMOVE AND REPLACE FENCING AS NEEDED TO ACCOMMODATE

CONSTRUCTION AND NEW COLUMNS AND FOOTINGS.

9 REMOVE ENTIRE FENCELINE AND REPLACE WITH 7 BAR HEAVY FENCING.

SEE 3/A109 FOR MORE INFORMATION.

REF. NOTES ( ):X

TRUE

NORTH

TRUE

NORTH

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

LOCATION 18 - SECTION

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

LOCATION 18 - ELEVATION

A108

A108

A108

EXISTING BUILDING STRUCTURE

100' WIDE OVERHEAD

POWER EASEMENT

50'-0"

50'-0"

CANTILEVER SHADE

STRUCTURE - SEE

1/A109

50'-0"

A108

100' WIDE OVERHEAD

POWER EASEMENT

CANTILEVER SHADE

STRUCTURE - SEE

1/A109

A108

A108

62'-6" (F.V.)

S102

12.C

12.1

12.2

12.3

12.4

12.5

12.6

12.7

TYP

EXISTING BUILDING

STRUCTURE

CENTER ON EXISTING

FENCE LINE

S102

12.B

12.1

TYP

12.2

12.3

12.4

CENTER ON EXISTING

FENCE LINE

EXISTING BUILDING

S102

12.A

12.8

12.9

12.10

12.11

TYP

EXISTING

FENCE LINE

50'-0"

PROJECT NO.:

NO. DATE BY DESCRIPTION

REVISIONS

L BAETE

S Henk

USDAA-E FIRM

TJS

B DEAN

B DEAN

USDA

REAL PROPERTY

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

SHEET

Service Research Agricultural

FACILITIES ENGINEERING SECTION

PLAINS AREA

2150 CENTRE AVE., BLDG D, SUITE 330

FT. COLLINS, CO 89526-8119

U S D A

CA

D

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A108

LOCATION 12

08222.006

TJS

MJN

MJN

1/27/2023

SHADE STRUCTURES

US MEAT ANIMAL RESEARCH CENTER

CLAY CENTER, NEBRASKA

100% ISSUED

FOR

CONSTRUCTION

08222006- 2- A108 LOCATION 12

SCALE: 1" = 30'-0"

LOCATION 12 - PLAN

SCALE: 1" = 20'-0"

LOCATION 12 - EAST STRUCTURE FOUNDATION PLAN

SCALE: 1" = 20'-0"

LOCATION 12 - NORTH STRUCTURE FOUNDATION PLAN

FOUNDATION PLAN NOTES:

A. REFERENCE SHEET S01 FOR STRUCTURAL NOTES AND SCHEDULES.

B. REFERENCE SHEET S101 FOR TYPICAL FOUNDATION DETAILS NOT

NECESSARILY INDICATED ON PLAN.

C. TOP OF FOOTING (T.O.F.) ELEVATION IS MINIMUM 12" BELOW FINISHED

GRADE, TYPICAL U.N.O.

D. PAD FOOTINGS ARE REQUIRED BELOW ALL STRUCTURAL COLUMNS.

E. CONTRACTOR FIELD VERIFY EXISTING CONDITIONS AND NOTIFY ENGINEER

OF RECORD OF ANY DISCREPANCIES WITH CONSTRUCTION DOCUMENTS.

F. THE CANTILEVER SHADE STRUCTURE FOUNDATION HAS BEEN DESIGNED

BASED ON PRELIMINARY COLUMN REACTIONS. THE APPLICABLE

FOUNDATION DESIGN & DETAILS ARE PRELIMINARY AND TO BE USED FOR

PRICING PURPOSES ONLY. THE CONTRACTOR SHALL SUBMIT

STAMPED/SIGNED PLANS OF THE CANTILEVER SHADE STRUCTURE,

INCLUDING FOUNDATIONS, TO THE ENGINEER OF RECORD FOR REVIEW.

G. ALL UNDERGROUND UTILITIES WERE PROVIDED FROM DOCUMENTS

SUPPLIED OR MARKED BY THE USDA. SCHEMMER MAKES NO GUARANTEES

ON THE ACCURACY OF THE LOCATIONS OF THESE UTILITIES. THE

CONTRACTOR IS RESPONSIBLE FOR LOCATING BY NECESSARY MEANS ANY

UTILITIES THAT MAY CONFLICT WITH THE WORK.

H. ALL WELDING BURRS AND SPATTER, AND ROUGH EDGES SHALL BE GROUND

SMOOTH IN AREAS WHERE ANIMALS CAN TOUCH STRUCTURE

COMPONENTS.

1 TEMPORARY STAGING AREA, RESTORE TO ORIGINAL CONDITION AFTER

CONSTRUCTION.

2 PROTECT EXISTING UTILITIES. PROVIDE SLEEVE THROUGH FOOTING AS

REQUIRED PER TYPICAL DETAIL 2/S101.

8 CONTRACTOR SHALL BE RESPONSIBLE FOR RETAINING A LAND

SURVEYOR REGISTERED IN THE STATE OF NEBRASKA TO OBTAIN A TITLE

COMMITMENT AND ACCURATELY LOCATE THE LIMITS OF THE EXISTING

OVERHEAD ELECTRICAL LINE EASEMENT. THE CONTRACTOR SHALL

VERIFY THAT THE PROPOSED STRUCTURE IS OUTSIDE OF THE EASEMENT

LIMITS. IF ENCROACHING ON THE EASEMENT, THE CONTRACTOR SHALL

HALT WORK IN THE AREA AND NOTIFY THE OWNER AND A/E IMMEDIATELY

FOR FURTHER DIRECTION

9 REMOVE ENTIRE FENCELINE AND REPLACE WITH 7 BAR HEAVY FENCING.

SEE 3/A109 FOR MORE INFORMATION.

REF. NOTES ( ):X

TRUE

NORTH

SCALE: 1" = 20'-0"

LOCATION 12 - SOUTH STRUCTURE FOUNDATION

NO. DATE BY DESCRIPTION

REVISIONS

L BAETE

S Henk

USDAA-E FIRM

TJS

B DEAN

B DEAN

USDA

REAL PROPERTY

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

SHEET

Service Research Agricultural

FACILITIES ENGINEERING SECTION

PLAINS AREA

2150 CENTRE AVE., BLDG D, SUITE 330

FT. COLLINS, CO 89526-8119

U S D A

CA

D

DH

DS

G

PM

C

U s e r s

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D o c u m e n ts \0

-A

R C

H R m n a c h re in e r .

rv t

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/2

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:4

P

M

A109

SHADE STRUCTURES & FENCING

08222.006

TJS

MJN

MJN

1/27/2023

SHADE STRUCTURES

US MEAT ANIMAL RESEARCH CENTER

CLAY CENTER, NEBRASKA

100% ISSUED

FOR

CONSTRUCTION

08222006- 2- A109 SHADE STRUCTURES & FENCING

CANTILEVER SHADE STRUCTURE

PORTABLE SHADE STRUCTURE

• NOMINAL 40' X 40'

• 7000 LB CONCRETE BASE WITH FORKLIFT POCKETS

• SELF-STORING 70% MESH UV RESISTANT POLYETHYLENE ROOF PANELS

• RATCHET STRAP TENSION STRAPS

• 50 FOOT WIDE STRUCTURE WITH CENTER POST DESIGN

• 24 FOOT WIDE INDIVIDUAL FABRIC PANELS

• 14 FOOT EDGE CLEARANCE

• INTERWOVEN LOW DENSITY COATED HIGH DENSITY POLYEHTYLENE ROOF PANELS

• LENGTH AS SHOWN ON DRAWINGS

7 BAR HEAVY CONTINUOUS FENCE

• PROVIDE 7 BAR HEAVY CONTINUOUS FENCING AT ALL LOCATIONS NEEDING REPLACEMENT

• SEE TYPICAL DETAILS 4/S101 FOR TYPICAL FENCE POST FOOTING

• ATTACH FENCE DIRECTLY TO CONCRETE OR STEEL AT NEW STRUCTURE LOCATIONS

WHERE STRUCTURE FOOTINGS PREVENT FENCELINE FOOTINGS FROM BEING INSTALLED

• PROVIDE 3"Ø STEEL POSTS AT MAXIMUM 8'-0" O.C. ALONG LENGTH OF FENCE

• PROVIDE 6"Ø STEEL POSTS AT CORNER AND GATE LOCATIONS

NO. DATE BY DESCRIPTION

REVISIONS

L BAETE

S Henk

USDAA-E FIRM

TJS

B DEAN

B DEAN

USDA

REAL PROPERTY

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

SHEET

Service Research Agricultural

FACILITIES ENGINEERING SECTION

PLAINS AREA

2150 CENTRE AVE., BLDG D, SUITE 330

FT. COLLINS, CO 89526-8119

U S D A

CA

D

DH

DS

G

PM

C

U s e r s

\m n a c h re in e r\

D o c u m e n ts \0

-A

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H R m n a c h re in e r .

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:0

P

M

S 01

STRUCTURAL NOTES & SCHEDULES

08222.006

KMW

MJN

MJN

1/27/2023

SHADE STRUCTURES

US MEAT ANIMAL RESEARCH CENTER

CLAY CENTER, NEBRASKA

100% ISSUED

FOR

CONSTRUCTION

08222006- 3- S 01 STRUCTURAL NOTES & SCHEDULES

APPLICABLE CODES AND STANDARDS

1. 2018 INTERNATIONAL BUILDING CODE

2. ACI 318-14 - BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

3. TAISC 360-16 - SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS

4. AISI S100-16 - NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-

FORMED STEEL STRUCTURAL MEMBERS

DESIGN CRITERIA

ROOF LIVE LOAD PSF

1. ROOF LIVE LOAD (MINIMUM, NON-REDUCIBLE) 20

ROOF SNOW LOAD

1. GROUND SNOW LOAD (Pg): 25 PSF

2. FLAT-ROOF SNOW LOAD (Pf): 20 PSF

3. DRIFT SNOW LOAD PER ASCE 7-16

4. SNOW EXPOSURE FACTOR (Ce): 0.9

5. SNOW LOAD IMPORTANCE FACTOR (I): 0.8

6. THERMAL FACTOR (Ct): 1.2

WIND DESIGN DATA

1. ULTIMATE DESIGN WIND SPEED (Vult): 115 MPH

2. NOMINAL DESIGN WIND SPEED (Vasd): 90 MPH

3. RISK CATEGORY: I

4. WIND EXPOSURE: CATEGORY C

5. INTERNAL PRESSURE COEFFICIENT (GCpi): +/-0.18

6. COMPONENTS AND CLADDING DESIGN WIND PRESSURE:

A. ROOF - ZONE 1 21.04 PSF

B. ROOF - ZONE 2 17.54 PSF

C. ROOF - ZONE 3 17.54 PSF

EARTHQUAKE DESIGN DATA

1. SEISMIC IMPORTANCE FACTOR (I): 1.0

2. RISK CATEGORY: II

3. 0.2 SEC SPECTRAL RESPONSE ACCELERATION (SS): 0.0967

4. 1.0 SEC SPECTRAL RESPONSE ACCELERATION (S1): 0.0427

5. SITE CLASS: D

6. 0.2 SEC SPECTRAL RESPONSE COEFFICIENT (SDS): 0.103

7. 1.0 SEC SPECTRAL RESPONSE COEFFICIENT (SD1): 0.068

8. SEISMIC DESIGN CATEGORY: B

9. BASIC SEISMIC-FORCE-RESISTING SYSTEM:

A. STEEL MOMENT FRAMES

B. STEEL BRACED FRAMES

C. CANTILEVERED STEEL COLUMNS

10. DESIGN BASE SHEAR (V): VARIES

11. SEISMIC RESPONSE COEFFICIENT (CS): 0.0825

12. RESPONSE MODIFICATION FACTOR (R): VARIES

13. ANALYSIS PROCEDURE USED:

A. EQUIVALENT LATERAL FORCE PROCEDURE

STRUCTURAL NOTES

1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE APPLICABLE

BUILDING CODE.

2. THE STRUCTURE HAS BEEN DESIGNED TO RESIST DESIGN LOADS ONLY AS

A COMPLETED STRUCTURE

A. APPLICATION OF ANY LOADS TO THE PARTIALLY COMPLETED

STRUCTURE SHALL BE CONSIDERED BY THE CONTRACTOR AND SO

INCLUDED IN THE DESIGN OF THE SHORING, BRACING, FORMWORK,

AND ANY OTHER SUPPORTING ELEMENTS PROVIDED FOR

CONSTRUCTION OF THE STRUCTURE.

B. WHERE CONSTRUCTION MATERIAL AND EQUIPMENT ARE TEMPORARILY

STORED ON THE ROOF OR FLOOR FRAMING, THEY SHALL BE

DISTRIBUTED SO THAT THE DESIGN LIVE LOAD AT THE LOADED AREA IS

NOT EXCEEDED.

C. DO NOT BACKFILL AGAINST WALLS OR OTHER STRUCTURAL ELEMENTS

UNTIL SUCH ELEMENTS HAVE REACHED THEIR INTENDED STRENGTH,

HAVE BEEN ADEQUATELY BRACED, AND/OR HAVE OTHER INTEGRAL

STRUCTURAL ELEMENTS IN PLACE WHICH ARE INTENDED TO RESIST

THE LATERAL EARTH LOADS.

3. DETAILS ON THE DRAWINGS INDICATED AS "TYPICAL" APPLY IN ALL AREAS

WHERE CONDITIONS SIMILAR TO THE DETAIL OCCUR.

4. THE STRUCTURAL DRAWINGS ARE NOT INTENDED FOR USE AS SHOP

ERECTION DRAWINGS. REPRODUCTION OF THESE DRAWINGS IN LIEU OF

PREPARATION OF SHOP ERECTION DRAWINGS SIGNIFIES THE USERS'

ACCEPTANCE THAT ALL INFORMATION SHOWN IS CORRECT AND

APPROPRIATE FOR SHOP DRAWINGS AND THAT THE USER WILL BE FULLY

RESPONSIBLE FOR EXPENSES THAT MAY OCCUR FROM SAID ACCEPTANCE.

5. UNLESS SPECIFICALLY NOTED, THERE ARE NO PROVISIONS MADE FOR

FUTURE FLOORS, ROOFS, OR OTHER LOADS.

MATERIAL DATA

CONCRETE AND REINFORCING

1. CONCRETE STRENGTH (f'c @ 28 DAYS)

A. FOOTINGS 3,000 PSI

B. COLUMNS 5,000 PSI

C. CONCRETE NOT SPECIFIED 3,000 PSI

2. ALL CONCRETE EXPOSED TO FREEZE-THAW CONDITIONS SHALL HAVE A

MINIMUM STRENGTH (f'c @ 28 DAYS) OF 4,500 PSI. THIS DOES NOT INCLUDE

FOOTINGS/GRADE BEAMS THAT ARE COVERED BY SOIL.

3. CEMENT TYPE: PORTLAND TYPE I

4. AGGREGATES

A. NORMAL WEIGHT, 1 1/2" MAX. SIZE - ASTM C33

B. PROVIDE AGGREGATES FREE OF MATERIALS WITH DELETERIOUS

REACTIVITY TO ALKALI IN CEMENT, FROM A SINGLE SOURCE WITH

DOCUMENTED SERVICE RECORD DATA OF AT LEAST 10 YEARS

SATISFACTORY SERVICE IN SIMILAR APPLICATIONS AND SERVICE

CONDITIONS USING SIMILAR AGGREGATES AND CEMENTITIOUS

MATERIALS.

5. REINFORCING STEEL ASTM A615, GRADE 60

6. REINFORCING STEEL ASTM A706, WELDABLE

7. WELDED WIRE FABRIC ASTM A185

8. PREFORMED EXPANSION JOINT (1/2") ASTM D1751

STEEL

1. STRUCTURAL STEEL (WIDE FLANGES) ASTM A992, GRADE 50

2. STRUCTURAL STEEL (ALL OTHER TYPES) ASTM A36

3. STRUCTURAL STEEL PIPE ASTM A53, GRADE B,

SCH. 40

4. STRUCTURAL TUBE ASTM A500, GRADE C

5. ANCHOR RODS ASTM F1554, GRADE 55

WITH WELDING

SUPPLEMENT S1

6. BOLTED CONNECTIONS ASTM F3125, GRADE A325N

7. WELDED CONNECTIONS E70XX ELECTRODES

8. WELDED CONNECTIONS (GALVANIZED) E6010 OR E6011

ELECTRODES

9. HEADED CONCRETE ANCHORS (HCA) ASTM A108 GRADES

C1010 THROUGH C1020

(Fu=55 KSI)

10. DEFORMED BAR ANCHORS (DBA) ASTM A108 & A496

(Fy=70 KSI)

11. METAL DECKING ASTM A611 OR

ASTM A653-94

12. LIGHT GAUGE STEEL STUDS/JOISTS

A. 12 TO 16 GAUGE (G60 GALV.) ASTM A1003 GRADE ST50H

(Fy=50 KSI)

B. 18+ GAUGE (G60 GALV.) ASTM A1003 GRADE ST33H

(Fy=33 KSI)

COORDINATION/VERIFICATION

1. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING

CONDITIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER BEFORE

PROCEEDING WITH ANY PHASE OF THE WORK.

2. ANY PROPRIETARY STRUCTURAL SYSTEMS THAT ARE COMPOSED OF

COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE

SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND

ERECTION IN ACCORDANCE WITH THE INSTRUCTIONS PREPARED BY THE

SUPPLIER.

GEOTECHNICAL

1. BASIS OF DESIGN: THE FOUNDATION SYSTEM DESIGN IS BASED ON THE

RECOMMENDATIONS OF GEOTECHNICAL REPORT NO. 08222.006 DATED

1/20/2022 PREPARED BY SCHEMMER.

2. FOUNDATION SYSTEM: SHALLOW FOOTINGS

3. MAXIMUM ALLOWABLE SOIL BEARING CAPACITY

A. AREA 25 3,000 PSF

B. AREA 42 2,500 PSF

C. AREA 46 3,500 PSF

D. AREA 29 2,000 PSF

E. AREA 18 2,500 PSF

F. AREA 14 2,500 PSF

G. AREA 12 2,500 PSF

4. LATERAL EARTH PRESSURE:

A. PASSIVE RESISTANCE 180 PCF

B. ACTIVE PRESSURE 50 PCF

C. AT-REST PRESSURE 65 PCF

5. SUBGRADE PREPARATION:

A. HEAVILY ORGANIC OR ROOT INFESTED TOPSOIL SHALL BE EXCAVATED

AND DISCARDED OR STOCKPILED FOR LATER USE IN COVERING

FINISHED LANDSCAPED AREAS AFTER CONSTRUCTION. REMOVE

TOPSOIL TO A MINIMUM DEPTH OF 8 INCHES. DEEPER STRIPPING SHALL

BE DONE IF ORGANIC MATERIALS REMAIN BELOW A DEPTH OF 8

INCHES.

B. REMOVE ALL EXISTING STRUCTURES TO BE DEMOLISHED PRIOR TO

GRADING. THIS INCLUDES PAVING, SIDEWALKS, AND OTHER

MISCELLANEOUS SMALL STRUCTURES.

6. STRUCTURAL FILL REQUIREMENTS:

A. CLEAN, INORGANIC, LOW TO MEDIUM PLASTICITY LEAN CLAY (CL) OR

SILT (ML), OR A COMBINATION OF THESE TWO MATERIALS

B. MAXIMUM LIQUID LIMIT (LL) 45

C. MAXIMUM PLASTICITY INDEX 22

D. WATER CONTENT (% OF OPTIMUM) +/-3%

E. MAXIMUM LOOSE LIFT 8"

F. MINIMUM COMPACTION 95% (STANDARD

PROCTOR TEST

ASTM D-698)

7. SPREAD FOOTINGS SHALL BE PLACED ON NEAT, CLEAN AND DRY

EXCAVATIONS. EXTREME CARE SHALL BE TAKEN WHEN EXCAVATING NEAR

THE BEARING SURFACE. FOOT TRAFFIC SHALL BE KEPT TO A MINIMUM

NECESSARY TO PLACE THE FOOTING REINFORCEMENT AND CONCRETE.

8. CONTRACTOR SHALL PROVIDE FOR ADEQUATE DRAINAGE OF SURFACE

WATER AWAY FROM THE STRUCTURE AND EXCAVATED AREAS DURING

CONSTRUCTION. THIS INCLUDES NECESSARY PUMPING, TRENCHING,

BACKFILL AND/OR DIKE CONSTRUCTION.

9. GRANULAR SUBBASE UNDER SLAB ON GRADE:

A. MINIMUM THICKNESS SEE PLAN

B. MINIMUM COMPACTION 95% (STANDARD

PROCTOR TEST

ASTM D-698)

C. GRADATION REQUIREMENTS

a. 100% PASSING THE 3/4" SIEVE

b. LESS THAN 15% PASSING THE 100 SIEVE

c. LESS THAN 2% PASSING THE 200 SIEVE

CAST-IN-PLACE CONCRETE

(REFERENCE SPECIFICATION SECTION 033000 IN PROJECT MANUAL)

GENERAL CONCRETE REQUIREMENTS

1. CONCRETE BATCH DESIGN(S) SHALL BE PROPORTIONED AND PRODUCED IN

ACCORDANCE WITH ACI 318, IN PARTICULAR CHAPTER 5, AND ACI 301. MIX

AND DELIVER IN ACCORDANCE WITH ASTM C94.

2. CONCRETE STRENGTH: SEE MATERIAL DATA NOTES & SPECIFICATION

SECTION 033000

3. SLUMP LIMITS: SEE SPECIFICATION SECTION 033000

4. MAXIMUM W/C RATIO: SEE SPECIFICATION SECTION 033000

5. AIR ENTRAINMENT: SEE SPECIFICATION SECTION 033000

6. ADMIXTURES: SEE SPECIFICATION SECTION 033000

7. FLY ASH: SEE SPECIFICATION SECTION 033000

8. CONCRETE TO CONCRETE COLD JOINTS - PROVIDE 1/4" INTENTIONALLY

ROUGHENED SURFACE AT ALL HORIZONTAL JOINTS.

9. EXPOSED CORNERS: PROVIDE A 3/4" CHAMFER AT ALL EXPOSED

CONCRETE CORNERS.

10. CURING: SEE SPECIFICATION SECTION 033000

11. REINFORCING BAR WELDING: ABSOLUTELY NO WELDING OF REINFORCING

BARS OR TORCHING TO BEND REINFORCING BARS SHALL BE ALLOWED

WITHOUT THE SPECIFIC APPROVAL OF THE ENGINEER.

12. MINIMUM CONCRETE CLEAR COVER:

A. FOOTINGS

a. TOP 2"

b. BOTTOM 3"

c. SIDES 3"

B. OTHER COVER REQUIREMENTS SHALL BE AS NOTED IN APPLICABLE

DETAILS.

13. NON-METALLIC, SHRINKAGE-RESISTANT GROUT: SEE SPECIFICATION

SECTION 051200

ANCHORAGE REQUIREMENTS

1. HEADED CONCRETE ANCHORS (HCA): AUTOMATICALLY END WELDED IN THE

SHOP OR FIELD IN ACCORDANCE WITH THE MANUFACTURER'S

RECOMMENDATIONS. ANCHOR WELDS SHALL BE TESTED PER AWS

SECTION 7.7.

2. POST-INSTALLED MECHANICAL ANCHORS: INSTALL USING MINIMUM

TORQUE, EMBEDMENTS, EDGE DISTANCES AND SPACING (UNLESS

OTHERWISE NOTED) AS RECOMMENDED BY THE ANCHOR MANUFACTURER.

3. POST-INSTALLED ADHESIVE ANCHORS: INSTALLATION TO MEET

MANUFACTURER'S RECOMMENDATIONS (UNLESS NOTED OTHERWISE)

INCLUDING MINIMUM EMBEDMENTS, EDGE DISTANCES, SPACING,

PROCEDURES, AND CURING TIME PRIOR TO LOADING.

4. POST-INSTALLED ANCHORS SHALL BE LOCATED PER THE DETAILS.

5. AVOID CUTTING OR DAMAGING EXISTING REINFORCING. SHOULD

LOCATIONS OF DRILLED HOLES BE FOUND DIRECTLY ALIGNED WITH

REINFORCING BARS, NOTIFY ENGINEER FOR NECESSARY ADJUSTMENTS TO

THE DESIGN.

SPECIAL INSPECTIONS (IBC 2018)

SPECIAL INSPECTIONS SHALL BE PROVIDED BY THE OWNER FOR THE WORK IN

ACCORDANCE WITH IBC CHAPTER 17. CONTRACTOR SHALL NOTIFY AND

ACCOMMODATE THE APPLICABLE INSPECTOR DURING APPROPRIATE PHASES

OF THE WORK AS REQUIRED FOR EACH TYPE OF INSPECTION.

STEEL CONSTRUCTION - GENERAL

1. SHOP CUT AND FINISHED SURFACES IN ACCORDANCE WITH SECTION M2 OF

AISC 360-16.

2. SHOP HEATING FOR STRAIGHTENING, CAMBERING AND CURVING IN

ACCORDANCE WITH SECTION M2.1 OF AISC 360-16.

3. TOLERANCES FOR SHOP FABRICATION IN ACCORDANCE WITH SECTION 6.4

OF AISC 303-16.

4. STEEL DECK IN ACCORDANCE WITH SDI-QA/QC-2017

5. FIELD CUT SURFACES IN ACCORDANCE WITH SECTION M2.2 OF AISC 360-16.

6. FIELD HEATING FOR STRAIGHTENING IN ACCORDANCE WITH SECTION M2.1

OF AISC 360-16.

7. TOLERANCES FOR FIELD ERECTION IN ACCORDANCE WITH SECTION 7.13 OF

AISC 303-16.

STEEL INSPECTION DEFINITIONS

O - OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT

BE DELAYED PENDING THESE INSPECTIONS.

P - PERFORM THESE TASKS FOR EACH WELDED JOINT OR MEMBER, EACH

BOLTED CONNECTION, OR EACH STEEL ELEMENT.

STEEL CONSTRUCTIION - PRIOR TO WELDING

1. WELDER QUALIFICATION RECORDS AND CONTINUITY RECORDS

(QC - P; QA - O)

2. WELDING PROCEDURE SPECIFICATIONS (WPSs) AVAILABLE.

(QC - P; QA - P)

3. MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES

AVAILABLE. (QC - P; QA - P)

4. MATERIAL IDENTIFICATION (TYPE/GRADE). (QC - O; QA - O)

5. WELDER IDENTIFICATION SYSTEM. (QC - O; QA - O)

6. FIT-UP GROOVE WELDS (INCLUDING JOINT GEOMETRY). (QC - O; QA - O)

A. JOINT PREPARATION.

B. DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL).

C. CLEANLINESS (CONDITION OF STEEL SURFACES).

D. TACKING (TACK WELD QUALITY AND LOCATION).

E. BACKING TYPE AND FIT (IF APPLICABLE).

7. FIT-UP OF CJP GROOVE WELDS OF HSS T-, Y- AND K-JOINTS WITHOUT

BACKING (INCLUDING JOINT GEOMETRY) (QC - P; QA - O)

A. JOINT PREPARATION.

B. DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL).

C. CLEANLINESS (CONDITION OF STEEL SURFACES).

D. TACKING (TACK WELD QUALITY AND LOCATION).

8. CONFIGURATION AND FINISH OF ACCESS HOLES. (QC - O; QA - O)

9. FIT-UP FILLET WELDS. (QC - O; QA - O)

A. DIMENSIONS (ALIGNMENT, GAPS AT ROOT).

B. CLEANLINESS (CONDITION OF STEEL SURFACES).

C. TACKING (TACK WELD QUALITY AND LOCATION).

10. CHECK WELDING EQUIPMENT. (QC - O; QA - N/A)

STEEL CONSTRUCTION - DURING WELDING

1. USE OF QUALIFIED WELDERS. (QC - O; QA - O)

2. CONTROL AND HANDLING OF WELDING CONSUMABLES. (QC - O; QA - O)

A. PACKAGING.

B. EXPOSURE CONTROL.

3. NO WELDING OVER CRACKED TACK WELDS. (QC - O; QA - O)

4. ENVIRONMENTAL CONDITIONS.

A. WIND SPEED WITHIN LIMITS.

B. PRECIPITATION AND TEMPERATURE.

5. WPS FOLLOWED. (QC - O; QA - O)

A. SETTINGS ON WELDING EQUIPMENT.

B. TRAVEL SPEED.

C. SELECTING WELDING MATERIALS.

D. SHIELDING GAS TYPE/FLOW RATE.

E. PREHEAT APPLIED.

F. INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.).

G. PROPER POSITION (F, V, H, OH).

6. WELDING TECHNIQUES. (QC - O; QA - O)

A. INTERPASS AND FINAL CLEANING.

B. EACH PASS WITH PROFILE LIMITATIONS.

C. EACH PASS MEETS QUALITY REQUIREMENTS.

7. PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS

(QC - P; QA - P)

STEEL CONSTRUCTION - AFTER WELDING

1. WELDS CLEANED. (QC - O; QA - O)

2. SIZE, LENGTH AND LOCATION OF WELDS. (QC - P; QA - P)

3. WELD MEET VISUAL ACCEPTANCE CRITERIA. (QC - P; QA - P)

A. CRACK PROHIBITION.

B. WELD/BASE-METAL FUSION.

C. CRATER CROSS SECTION.

D. WELD PROFILES.

E. WELD SIZE.

F. UNDERCUT.

G. POROSITY.

4. ARC STRIKES. (QC - P; QA - P)

5. K-AREA. (QC - P; QA - P)

6. WELD ACCESS HOLES IN ROLLED HEAVY SHAPES AND BUILT-UP HEAVY

SHAPES. (QC - P; QA - P)

7. BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED).

8. REPAIR ACTIVITIES. (QC - P; QA - P)

9. DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER.

(QC - P; QA - P)

10. NO PROHIBITED WELDS HAVE BEEN ADDED WITHOUT THE APPROVAL OF

THE EOR. (QC - O; QA - O)

STEEL CONSTRUCTION - PRIOR TO BOLTING

1. MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS.

(QC - O; QA - P)

2. FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS.

(QC - O; QA - O)

3. CORRECT FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE,

BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE).

(QC - O; QA - O)

4. CORRECT BOLTING PROCEDURE SELECTOR FOR JOINT DETAIL.

(QC - O; QA - O)

5. CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE

CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE

REQUIREMENTS. (QC - O; QA - O)

6. PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL

OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS

USED. (QC - P; QA - O)

7. PROTECTED STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND

OTHER FASTENER COMPONENTS. (QC - O; QA - O)

SPECIAL INSPECTIONS CONTINUED (IBC 2018)

STEEL CONSTRUCTION - DURING BOLTING

1. FASTENER ASSEMBLIES PLACED IN ALL HOLES AND WASHERS ARE

POSITIONED AS REQUIRED. (QC - O; QA - O)

2. JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE

PRETENSIONING OPERATION. (QC - O; QA - O)

3. FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM

ROTATING. (QC - O; QA - O)

4. FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC

SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID

POINT TOWARD THE FREE EDGES. (QC - O; QA - O)

STEEL CONSTRUCTION - AFTER BOLTING

1. DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS.

(QC - P; QA - P)

COLD-FORMED STEEL DECK

1. SPECIAL INSPECTIONS AND QUALIFICATION OF WELDING SPECIAL

INSPECTORS FOR COLD-FORMED STEEL FLOOR AND ROOF DECK SHALL BE

IN ACCORDANCE WITH THE QUALITY ASSURANCE INSPECTION

REQUIREMENTS OF SDI-QA/QC-2017.

CONCRETE CONSTRUCTION

1. INSPECTION OF REINFORCEMENT AND VERIFY PLACEMENT. (PERIODIC)

2. REINFORCING BAR WELDING:

A. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706.

(PERIODIC)

B. INSPECT SINGLE-PASS FIILLET WELDS, MAXIMUM 5/16". (PERIODIC)

C. INSPECT ALL OTHER WELDS. (CONTINUOUS)

3. INSPECT ANCHORS CAST IN CONCRETE. (PERIODIC)

4. INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS.

A. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY

INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS.

(CONTINUOUS)

B. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.A.

(PERIODIC)

5. VERIFY USE OF REQUIRED DESIGN MIX. (PERIODIC)

6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH

TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE

TEMPERATURE OF THE CONCRETE. (CONTINUOUS)

7. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND

TECHNIQUES. (PERIODIC)

8. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS. (PERIODIC)

9. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE

CONCRETE MEMBER BEING FORMED. (PERIODIC)

SOILS

1. VERIFY MATERIALS BELOW SHALLOW FOOTINGS ARE ADEQUATE TO

ACHIEVE THE DESIGN BEARING CAPACITY. (PERIODIC)

2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE

REACHED PROPER MATERIAL. (PERIODIC)

3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS.

(PERIODIC)

4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES

DURING PLACEMENT AND COMPACTION OF COMPACTED FILL.

(CONTINUOUS)

5. PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND

VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. (PERIODIC)

EL. = MATCH EXISTING

FIN. GRADE

STANDARD BEND

D = 6d #3 THRU #7 D = 8d #8 THRU #9 D = 10d #10 THRU #11 d = BAR DIAMETER

STANDARD HOOK

TYPICAL CLOSED TIE

TYPICAL LAP SPLICE

2 1/2" MIN.

6d d

D d

6d b (2'-0" MIN.) WIRED TOGETHER

TABLE APPLIES TO CIP CONCRETE

SPLICE LENGTH IS FOR TYPE B SPLICES PER ACI 318.

BARS ARE ASSUMED TO BE TOP BARS & NOT EPOXY COATED.

f'c = 3,000 PSI (NORMAL WEIGHT) BAR COVER > db fy = 60,000 PSI db = BAR DIAMETER

TENSION BAR LAP LENGTH (b)

(FOR LENGTH b - SEE REINF. BAR DETAIL AND KEY NOTES)

BAR SIZE BARS SPACED > 2db BARS SPACED < 2db

(OTHER)

28"

37"

46"

56"

81"

93"

105"

118"

131"

42"

56"

70"

83"

122"

139"

157"

176"

196"

M

A X

M

IN

MIN.

6"

M

IN

PIPE

CONDITION NO. 1

CONDITION NO. 3

PIPE SLEEVE AS SPECIFIED

CONDITION NO. 2

LEAN CONCRETE TO BE PLACED

BEFORE FOOTING - MAKE SAME

WIDTH AS FOOTING AND FULL

WIDTH OF PIPE TRENCH

WHERE PIPE IS LAID

BELOW THE 2:1 SLOPE

LINE, FILL PIPE TRENCH

W/ LEAN CONCRETE TO

SLOPE LINE

NOTES:

THIS DETAIL COVERS THREE POSSIBLE CONDITIONS THAT MAY OCCUR

AND ARE DESCRIBED AS FOLLOWS:

CONDITION NO. 1: PIPE PASSING THROUGH FOOTING.

CONDITION NO. 2: PIPE PASSING PERPENDICULAR BENEATH FOOTING.

CONDITION NO. 3: PIPE RUNNING PARALLEL TO FOOTINGS.

DIA.

(IN.)

MIN. L (IN.)

U.N.O.

3/4

12 L

/2

ANCHOR ROD

1 1/8 14

7/8 10

A563 HEAVY

HEX NUTS

TACK WELDED

F436 FLAT

WASHER

1 1/4 16

1 3/8 18

1 1/2 20

CENTERLINE OF POST =

CENTERLINE OF FOOTING

3"Ø FENCE POST AT TYP, 6"Ø FENCE

POST AT CORNER, INTERSECTIONS,

& GATE LOCATIONS

ROUND CONCRETE

FOOTING, *D = 12" FOR 3"Ø

POST & 16" FOR 6"Ø POST

*D

ROUND AND SLOPE TOP OF

CONCRETE AWAY FROM POST

P O

S T

E M

B E

D

PROJECT NO.:

NO. DATE BY DESCRIPTION

REVISIONS

L BAETE

S Henk

USDAA-E FIRM

TJS

B DEAN

B DEAN

USDA

REAL PROPERTY

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

SHEET

Service Research Agricultural

FACILITIES ENGINEERING SECTION

PLAINS AREA

2150 CENTRE AVE., BLDG D, SUITE 330

FT. COLLINS, CO 89526-8119

U S D A

CA

D

DH

DS

G

PM

C

U s e r s

\m n a c h re in e r\

D o c u m e n ts \0

-A

R C

H R m n a c h re in e r .

rv t

/2

/2

:2

:2

P

M

S101

TYPICAL STRUCTURAL DETAILS

08222.006

KMW

MJN

MJN

1/27/2023

SHADE STRUCTURES

US MEAT ANIMAL RESEARCH CENTER

CLAY CENTER, NEBRASKA

100% ISSUED

FOR

CONSTRUCTION

08222006- 3- S101 TYPICAL STRUCTURAL DETAILS

SCALE: 3/4" = 1'-0"

TYPICAL REINFORCING DETAILS

SCALE: 3/4" = 1'-0"

TYPICAL CONCRETE FOOTING AT ADJACENT UTILITIES

SCALE: 3/4" = 1'-0"

TYPICAL ANCHOR ROD DETAIL

SCALE: 3/4" = 1'-0"

TYPICAL FENCE POST FOOTING

EL. = MATCH EXISTING

FIN. GRADE

EL. = 42" BELOW

B.O.F.

EL. = 4' MIN ABOVE FIN GRADE

T.O. PIER

X

EL. = MATCH EXISTING

FIN. GRADE

EL. = 4' MIN ABOVE FIN GRADE

T.O. PIER

EL. = 42" BELOW

B.O.F.

X

EL. = MATCH EXISTING

FIN. GRADE

EL. = MATCH EXISTING

FIN. GRADE

EL. = MATCH EXISTING

FIN. GRADE

EL. = MATCH EXISTING

FIN. GRADE

EL. = 4' MIN ABOVE FIN GRADE

T.O. PIER

EL. = 12" BELOW FIN

T.O.F.

X

CENTERLINE OF COLUMN =

CENTERLINE OF FOOTING

1" STEEL EMBED PLATE W/

(8) #6 BENT BARS

STEEL COLUMN - BY

SHADE MANUF.

3/4" CHAMFER AT ALL

EXPOSED CORNERS, TYP

24"x24" CONC PIER W/ (12) #7 VERT

BARS W/ #4 TIES @ 12" O.C., (2) @

TOP @ 2" O.C., TYP.

FINISHED GRADE

FIN GRADE, MIN

20"

E M

B E

D

6"

6'-6"x6'-6"x2'-0" CONCRETE

FOOTING W/ #6 BARS @ 12"

O.C. EA. WAY TOP & BOT

2" 8" 8" 2"

CENTERLINE OF COLUMN =

CENTERLINE OF FOOTING

METAL COLUMN - BY

HOOP BLDG MANUF

STEEL BASE PLATE AND

ANCHORS - BY OTHERS

3/4" CHAMFER ALL SIDES, TYP

18"x18" CONCRETE PIER W/ (8) #

6 VERT BARS W/ #3 TIES @ 12"

O.C., (3) @ TOP @ 2" O.C., TYP.

T Y

P D

E T

A

IL

E M

B E

D P

E R

PROVIDE STEEL BOLT

CAPS FOR ALL

EXPOSED BOLTS, TYP.

6'-0"x6'-0"x2'-0" CONCRETE

FOOTING W/ #6 BARS @ 12"

O.C. EA. WAY TOP & BOT

FIN GRADE, MIN.

FINISHED GRADE

CENTERLINE OF COLUMN =

CENTERLINE OF FOOTING

STEEL PIPE COLUMN BY

CABLE SYSTEM MANUF.

3/4" CHAMFER ALL SIDES, TYP

3'-0"x3'-0"x3'-6" CONC PAD

FOOTING W/ (4) #5 BARS

EA. WAY, TOP & BOT.

3'-0"

ROUND AND SLOPE TOP OF

CONCRETE AWAY FROM COLUMN

M

IN

COLUMN

EMBEDMENT/ANCHORAGE

BY CABLE SYSTEM MANUF.

CENTERLINE OF COLUMN =

CENTERLINE OF FOOTING

STEEL PIPE COLUMN BY

CABLE SYSTEM MANUF.

3/4" CHAMFER ALL SIDES, TYP

24"Ø SONOTUBE W/ (6) #6 VERT

BARS W/ #3 TIES @ 12" O.C., (3)

@ TOP @ 2" O.C., TYP.

ROUND AND SLOPE TOP OF

CONCRETE AWAY FROM COLUMN

M

IN

2'-0" Ø

CENTERLINE OF COLUMN =

CENTERLINE OF FOOTING

WF STEEL COLUMN BY

CABLE SYSTEM MANUF.

3/4" CHAMFER ALL SIDES, TYP

36"Ø SONOTUBE W/ (10) #8 VERT

BARS W/ #5 TIES @ 12" O.C., (2)

@ TOP @ 2" O.C., TYP.

EMBEDMENT/ANCHORAGE

BY CABLE SYSTEM MANUF.

CENTERLINE OF COLUMN =

CENTERLINE OF FOOTING

METAL COLUMN - BY

HOOP BLDG MANUF

STEEL BASE PLATE AND

ANCHORS - BY OTHERS

3/4" CHAMFER ALL SIDES, TYP

18"x18" CONCRETE PIER W/ (8) #

6 VERT BARS W/ #3 TIES @ 12"

O.C., (3) @ TOP @ 2" O.C., TYP.

T Y

P D

E T

A

IL

E M

B E

D P

E R

PROVIDE STEEL BOLT

CAPS FOR ALL

EXPOSED BOLTS, TYP.

CONCRETE FOOTING -

SEE PLAN & SCHED

FOR SIZE AND REINF.

GRADE, MIN.

FINISHED GRADE

PROJECT NO.:

NO. DATE BY DESCRIPTION

REVISIONS

L BAETE

S Henk

USDAA-E FIRM

TJS

B DEAN

B DEAN

USDA

REAL PROPERTY

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

SHEET

Service Research Agricultural

FACILITIES ENGINEERING SECTION

PLAINS AREA

2150 CENTRE AVE., BLDG D, SUITE 330

FT. COLLINS, CO 89526-8119

U S D A

CA

D

DH

DS

G

PM

C

U s e r s

\m n a c h re in e r\

D o c u m e n ts \0

-A

R C

H R m n a c h re in e r .

rv t

/2

/2

:2

:3

P

M

S102

STRUCTURAL DETAILS

08222.006

KMW

MJN

MJN

1/27/2023

SHADE STRUCTURES

US MEAT ANIMAL RESEARCH CENTER

CLAY CENTER, NEBRASKA

100% ISSUED

FOR

CONSTRUCTION

08222006- 3- S102 STRUCTURAL DETAILS

SCALE: 3/4" = 1'-0"

TYPICAL CANTILEVERED SHADE STRUCTURE FOOTING DETAIL

SCALE: 3/4" = 1'-0"

TYPICAL HOOP BARN FOOTING DETAIL

SCALE: 3/4" = 1'-0"

TYPICAL END CABLE COLUMN FOOTING

SCALE: 3/4" = 1'-0"

TYPICAL INTERIOR CABLE COLUMN FOOTING

SCALE: 3/4" = 1'-0"

TYPICAL WIDE FLANGE CABLE COLUMN FOOTING

PAD FOOTING SCHEDULE

MARK PLAN SIZE DEPTH REINFORCING

F4.0 4'-0" X 4'-0" 3' - 0" (5) #6 BARS EA. WAY, TOP & BOT.

F4.5 4'-6" X 4'-6" 3' - 0" (5) #6 BARS EA. WAY, TOP & BOT.

F5.0 5'-0" X 5'-0" 3' - 0" (6) #6 BARS EA. WAY, TOP & BOT.

F5.5 5'-6" X 5'-6" 3' - 0" (6) #6 BARS EA. WAY, TOP & BOT.

NOTE:

ALL STEEL SHALL BE GALVANIZED AND

ALL WELDING BURRS AND SPATTER

SHALL BE GROUND SMOOTH

SCALE: 3/4" = 1'-0"

TYPICAL METAL BUILDING FOOTING DETAIL