Structural Set Final Acute Care.pdf

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved: Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

Drawn

Revisions:

STRUCTURAL NOTES AE DESIGN RENOVATE B GROUND

FLOOR BLDG. 200 FOR ACUTE

CARE BEDS

VAMC AT MOUNTAIN HOME, TN

S001

621-18-104

JUNE 23, 2020

FINAL CONSTRUCTION

DRAWINGS FOR BID

DCASLW

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved: Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

Drawn

Revisions:

STRUCTURAL NOTES AE DESIGN RENOVATE B GROUND

FLOOR BLDG. 200 FOR ACUTE

CARE BEDS

VAMC AT MOUNTAIN HOME, TN

S002

621-18-104

JUNE 23, 2020

FINAL CONSTRUCTION

DRAWINGS FOR BID

DCASLW

DN

DN

O

G

H

I

J

K

L

M

N

131415161718.82021

N.1

14.118

S501

TYP.

S301

R E

F

SEE NOTE 4

11' - 0"

S E

E N

O T

E

S201

T Y

P

2'

S201

222324 23.5

R E

F

'-0

R E

F

'-6

R E

F

9' -0

R E

F

'-0

R E

F

'-6

R E

F

'-6

/4

R E

F 1'

-8

R E

F 1'

-4

R E

F

'-8

REF

7' - 0"

REF

7' - 0"

REF

9' - 0"

REF

6' - 6"

REF

7' - 9"

REF

10' - 0"

REF

10' - 0"

REF

9"

REF

9' - 10"

REF

9' - 6"

REF

17' - 8"

REF

1' - 4"

REF

12' - 7"

HSS2x2x1/4

TYP UNO

C.J.

C.J.

HSS4x4x1/4 TYP

T1 T2

TA

TB

5' - 8"

4'

S201

S201

2' - 0" 2' - 0"

2'

2'

HSS2x2x1/4

TYP UNO

S501

M A

X . T

Y P

6'

EDGE OF SLAB

HIDDEN EDGE OF FOOTING

DENOTES AREA OF SLAB TO BE DEMOLISHED

DENOTES AREA OF NEW SLAB

PLAN

NORTH

TRUE

NORTH

1. T/SLAB = SHALL MATCH EXISTING.

2. T/FTG = 0'-4" ABOVE EXSITING GRADE MIN.

3. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO SUBMISSION

OF SHOP DRAWINGS FOR REVIEW.

4. COORDINATE WITH ACTUAL EQUIPMENT PROVIDED.

5. REF DENOTES FOR REFERENCE ONLY. FIELD VERIFY.

6. ALL EXTERIOR EXPOSED STEEL SHALL BE HOT DIPPED GLAVANIZED.

7. CJ DENOTES CONTROL JOINT IN SLAB

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved: Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

Drawn

Revisions:

FOUNDATION PLAN AE DESIGN RENOVATE B GROUND

FLOOR BLDG. 200 FOR ACUTE

CARE BEDS

VAMC AT MOUNTAIN HOME, TN

S101

621-18-104

JUNE 23, 2020

FINAL CONSTRUCTION

DRAWINGS FOR BID

DCASLW

1/8" = 1'-0"S101

1 FOUNDATION PLAN

FOUNDATION / DEMO / SLAB PLAN LEGEND

FOUNDATION PLAN NOTES

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

4' 8' 16' 24'2'

KEY PLAN

EDGE OF SLAB

HIDDEN EDGE OF FOOTING

DENOTES AREA OF SLAB TO BE DEMOLISHED

DENOTES AREA OF NEW SLAB

PLAN

NORTH

TRUE

NORTH

O

Q

M

N

R

S

345678910

P

N.1

R E

F

6'

REF

6' - 0"

REF

9' - 0"

REF

22' - 6"

REF

26' - 0"

REF

26' - 0"

REF

26' - 0"

REF

10' - 0"

REF

4' - 6"

REF

3 1/4"

R E

F

1/ 2"

R E

F

9'

REF

7' - 0"

REF

2' - 5 1/4" R

E F

9'

REF

3' - 2"

REF

4' - 2 3/4"

R E

F

R E

F

" R

E F

4'

/4

R E

F

2'

/8

R E

F 1'

R E

F 1'

R

E F

R E

F

9'

/4

R E

F

/4

R E

F

/4

R E

F

2'

/4

R E

F

2'

REF

11' - 6"

REF

4' - 10 3/4"

R E

F

3'

R E

F 1'

R E

F

4'

REF

9' - 4 1/4"

REF

6' - 0"

REF

6' - 0"

REF

2' - 6"

R E

F

4'

" R E

F

1'

REF

4' - 0"

R E

F

6'

REF

11"

R E

F

1'

/4

R E

F

7'

REF

8' - 8"

REF

9' - 3"

R E

F

1/ 4"

REF

6' - 0"

R E

F

4'

REF

1' - 6"

R E

F

5'

REF

5' - 0 1/4"

REF

4' - 0"

REF

4' - 11 3/4"

R E

F

5'

R E

F

R E

F

9'

REF

6' - 6"

REF

16' - 4 1/2"

REF

8' - 0"

REF

17' - 6"

REF

8' - 0"

REF

5' - 1 1/8"

REF

13' - 5 3/4"

R E

F

4'

R E

F

6'

R E

F

6'

R E

F

6'

R E

F

6'

REF

53' - 6"

R E

F

REF

5' - 0"

REF

4' - 0"

REF

10' - 0"

R E

F

3'

R E

F

4'

REF

4' - 0"

REF

10' - 0"

R E

F

2'

0"

REF

1' - 6"

REF

3' - 0"

REF

6' - 0"

R E

F

5'

R E

F

9'

R E

F

4'

R E

F

4'

R E

F

REF

6' - 0"

REF

7' - 6"

REF

21' - 9"

REF

5' - 6"

REF3'

- 0

" REF

2' - 4"

REF

5' -0"

REF4'

- 0

" REF

6' - 6 3/4"

REF

9' - 2"

G

H

C

D

E

F

1415161718.820 14.11819

REF

8' - 3"

REF

1' - 9"

REF

10' - 0"

REF

9"

REF

9' - 10"

REF

9' - 6"

REF

17' - 8"

REF

1' - 4"

R E

F

4'

R E

F

R E

F

R E

F

R E

F

R E

F

R E

F

3'

/4

REF

7' - 0"

REF

6 1/2"

REF

5' - 10 5/8"

REF

17' - 10 3/8"

R E

F

4'

R E

F 2'

R E

F

2'

R E

F 1'

1/

4"

R E

F

2'

REF

6' - 4 3/8"

REF

2' - 4 1/2"

REF

4' - 5 3/4"

R E

F

2'

R E

F

4'

/4

REF

5' - 6"

R E

F

8'

R E

F

3'

R E

F 1'

REF

3' - 0"

REF

4' - 5"

REF

6' - 1 1/2"

REF

13' - 5"

REF

20' - 2 3/8"

R E

F

7'

" R E

F

REF

2' - 6"

R E

F

/2

R E

F

3/

8"

REF

3' - 0"

REF

10' - 6"

R E

F

3'

R E

F 1'

1"

REF

3' - 9"

REF

5' - 0"

R E

F 1'

1"

R E

F

3'

REF

1' - 5"

REF

7' - 0"

R E

F

3'

R E

F

9'

/4

REF

6' - 6"

R E

F 1'

R E

F

8'

REF

4' - 10"

REF

7' - 1 1/2"

1. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO

COMMENCING DEMOLITION.

2. COORDINATE DEMOLITION WITH ACTUAL EQUIPMENT PROVIDED.

3. REF DENOTES FOR REFERENCE ONLY. FIELD VERIFY.

4. ALL SLAB DEMOLITION DIMENSIONS SHOWN ARE FOR BIDDING PURPOSES

ONLY. CONTRACTOR SHALL MAINTAIN A 10% CONTENGENCY COST TO

ACCOMODATE FIELD CONDITIONS.

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved: Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

Drawn

Revisions:

DEMO SLAB PLAN AE DESIGN RENOVATE B GROUND

FLOOR BLDG. 200 FOR ACUTE

CARE BEDS

VAMC AT MOUNTAIN HOME, TN

S102

621-18-104

JUNE 23, 2020

FINAL CONSTRUCTION

DRAWINGS FOR BID

DCASLW

FOUNDATION / DEMO / SLAB PLAN LEGEND

3/16" = 1'-0"S102

1 SLAB DEMO PLAN

1/8" = 1'-0"S102

2 SLAB DEMO PLAN

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

4' 8' 16' 24'2'

Scale: 3/16"=1'-0"

4' 8' 16'2'

SLAB DEMO PLAN NOTES

O

Q

M

N

R

S

345678910

P

N.1

REF

9' - 0"

REF

22' - 6"

REF

26' - 0"

REF

26' - 0"

REF

26' - 0"

REF

10' - 0"

REF

4' - 6"

REF

3' - 2"

REF

4'-3"

R E

F

R E

F

" R

E F

4' -3

R E

F

2'

/8

R E

F 1'

R E

F 1'

R

E F

R E

F

9'

/4

R E

F

/4

R E

F

/4

R E

F

2'

/4

S302TYP.

R E

F

2'

REF

11' - 6"

REF

4' - 10 3/4" R

E F

3'

R E

F 1'

R E

F

4'

REF

9' - 4 1/4"

REF

6' - 0"

REF

6' - 0"

REF

2' - 6"

R E

F

4'

" R E

F

1'

REF

4' - 0"

R E

F

6'

REF

11"

R E

F

1'

/4

R E

F

7'

REF

8' - 8"

REF

9' - 3"

R E

F

1/ 4"

REF

6' - 0"

R E

F

4'

REF

1' - 6"

R E

F

5'

REF

5' - 0 1/4"

REF

4' - 0"

S302

S302

REF

4' - 11 3/4"

R E

F

5'

R E

F

R E

F

9'

REF

6' - 6"

REF

16' - 4 1/2"

REF

8' - 0"

REF

17' - 6"

REF

8' - 0"

REF

5' - 1 1/8"

REF

13' - 5 3/4"

R E

F

4'

R E

F

6'

R E

F

6'

R E

F

6'

R E

F

6'

REF

53' - 6"

R E

F

REF

5' - 0"

REF

4' - 0"

REF

10' - 0"

R E

F

3'

R E

F

4'

REF

4' - 0"

REF

10' - 0"R E

F

2'

0"

REF

1' - 6"

REF

3' - 0"

REF

6' - 0"

R E

F

5'

R E

F

9'

R E

F

4'

R E

F

4'

R E

F

REF

6' - 0"

REF

7' - 6"

REF

21' - 9"

REF

5' - 6"

REF3'

- 0

" REF

2' - 4"

REF

5' -0"

REF4'

- 0

" REF

6' - 6 3/4"

REF

9' - 2"

S301

TYP.

S301

TYP.

REF

3' - 0"

REF

4' - 0"

R E

F

9'

R E

F

6'

R E

F

3'

S301

S301

S301

S301

S301

S301

S301

NEW SLAB TYP. SEE NEW

SLAB PLAN NOTE 1

CJ

CJ

CJ

CJCJ

CJ

CJ

C J

C J

C J

C

JC

J

C J

C J

C J

C J

C J

C J

CJ

CJ

CJ

C J

C J

G

H

C

D

E

F

1415161718.820 14.11819

REF

8' - 3"

REF

1' - 9"

REF

10' - 0"

REF

9"

REF

9' - 10"

REF

9' - 6"

REF

17' - 8"

REF

1' - 4"

R E

F

4'

R E

F

R E

F

R E

F

R E

F

R E

F

R E

F

3'

/4

REF

7' - 0"

REF

6 1/2"

REF

5' - 10 5/8"

REF

17' - 10 3/8"

R E

F

4'

R E

F 2'

R E

F

2'

R E

F 1'

1/

4"

R E

F

2'

REF

6' - 4 3/8"

REF

2' - 4 1/2"

REF

4' - 5 3/4"

R E

F

2'

R E

F

4'

/8

REF

5' - 6"

R E

F

8'

R E

F

3'

R E

F 1'

REF

3' - 0"

REF

4' - 5"

REF

6' - 1 1/2"

REF

13' - 5"

REF

20' - 2 3/8"

R E

F

7'

" R E

F

REF

2' - 6"

R E

F

/2

R E

F

3/

8"

REF

3' - 0"

REF

10' - 6"

R E

F

3'

R E

F 1'

1"

REF

3' - 9"

REF

5' - 0"

R E

F 1'

1"

R E

F

3'

REF

1' - 5"

REF

7' - 0"

R E

F

3'

R E

F

9'

/4

REF

6' - 6"

R E

F 1'

R E

F

8'

REF

4' - 10"

S301

S301

S301

S301

S301

S301

S301

C J

C J

C J

C J

C J

C J

CJ

CJ

CJ

CJ

C J

C J

SLOPE AS

REQUIRED BY

ARCH

PLAN

NORTH

TRUE

NORTH

1. NEW SLAB SHALL BE 5" THICK TO MATCH EXISTING. REFER TO DETAILS FOR

REINFORCING REQUIREMENTS.

2. T/SLAB = SHALL MATCH EXISTING.

3. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO SUBMISSION

OF SHOP DRAWINGS FOR REVIEW.

4. COORDINATE WITH ACTUAL EQUIPMENT PROVIDED.

5. REF DENOTES FOR REFERENCE ONLY. FIELD VERIFY.

6. CJ DENOTES CONTROL JOINT IN SLAB

EDGE OF SLAB

HIDDEN EDGE OF FOOTING

DENOTES AREA OF SLAB TO BE DEMOLISHED

DENOTES AREA OF NEW SLAB

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved: Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

Drawn

Revisions:

NEW SLAB PLAN AE DESIGN RENOVATE B GROUND

FLOOR BLDG. 200 FOR ACUTE

CARE BEDS

VAMC AT MOUNTAIN HOME, TN

S103

621-18-104

JUNE 23, 2020

FINAL CONSTRUCTION

DRAWINGS FOR BID

DCASLW

3/16" = 1'-0"S103

1 NEW SLAB PLAN

1/8" = 1'-0"S103

2 NEW SLAB PLAN

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

4' 8' 16' 24'2'

Scale: 3/16"=1'-0"

4' 8' 16'2'

NEW SLAB PLAN NOTES FOUNDATION / DEMO / SLAB PLAN LEGEND

G

F

1415161718.820 14.11819

REF

8' - 3"

REF

1' - 9"

REF

10' - 0"

REF

9"

REF

9' - 10"

REF

9' - 6"

REF

17' - 8"

REF

1' - 4"

R E

F

BARIATRIC

PATIENT LIFT

NON-BARIATRIC

PATIENT LIFT TYP

UNLESS NOTED

OTHERWISE

O

M

N

34567

P

N.1

REF

26' - 0"

REF

26' - 0"

REF

10' - 0"

REF

4' - 6"

R E

F 1'

R

E F

1'

R E

F

R E

F

9'

/4

NON-BARIATRIC

PATIENT LIFT TYP

UNLESS NOTED

OTHERWISE

PLAN

NORTH

TRUE

NORTH

1. FIELD VERIFY EXISTING CONDITIONS, DIMENSIONS AND LOCATION OF

EXISTING REINFORCING THROUGH NON-DESTRUCTUVE MEANS PRIOR TO

SUBMISSION OF SHOP DRAWINGS FOR REVIEW.

2. REF. DENOTES FOR REFERENCE ONLY FIELD VERIFY.

3. DO NOT DAMAGE EXISTING STRUCTURE TO REMAIN.

4. DESIGN OF PATIENT LIFTS INCLUDING BUT NOT LIMITED TO SUPPORT RAILS,

SUPPORT HANGERS AND CONNECTIONS TO STRUCTURE SHALL BE BY THE

CONTRACTOR. SUBMIT SHOP DRAWINGS ALONG WITH ENGINEERING

CALCULATIONS SIGNED AND SEALED BY A STRUCTURAL ENGINEER LICENSED

IN THE STATE OF THE PROJECT.

5. COORDINATE LIFTS WITH CEILING AND ALL ABOVE CEILING UTILITIES AND

DUCTS PRIOR TO SUBMISSION OF SHOP DRAWINGS FOR REVIEW.

6. BARIATRIC PATIENT LIFTS SHALL HAVE A MAXIMUM CAPACITY OF 1000 LBS.

7. NON-BARIATRIC PATIENT LIFTS SHALL HAVE A MAXIMUM CAPACITY OF 550 LBS.

8. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved: Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

Drawn

Revisions:

PATIENT LIFT SUPPORT

PLAN

AE DESIGN RENOVATE B GROUND

FLOOR BLDG. 200 FOR ACUTE

CARE BEDS

VAMC AT MOUNTAIN HOME, TN

S104

621-18-104

JUNE 23, 2020

FINAL CONSTRUCTION

DRAWINGS FOR BID

DCASLW

1/8" = 1'-0"S104

1 PATIENT LIFT FRAMING PLAN

1/8" = 1'-0"S104

2 PATIENT LIFT FRAMING PLAN

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

4' 8' 16' 24'2'

PATIENT LIFT PLAN NOTES

B

C

D

B.5

A.5

1415161718.82021 14.11819

A

REF

7'-9"

REF

8'-3"

REF

1'-9"

REF

10'-0"

REF

9"

REF

9'-10"

REF

9'-6"

REF

17'-8"

REF

1'-4"

R E

F

'-0

R E

F

'-0

R E

F

'-0

R E

F

'-3

R E

F

4' -6

EFC2 EFC3

HSS8X4X1/2

HSS8X4X1/2

H S

S 8X

4X 1/

H S

S 8X

4X 1/

H S

S 8X

4X 1/

EXISTING CONCRETE BEAM

EXISTING 10" REINFORCED

CONCRETE SLAB SPAN

DIRECTION

S501

TYP

REF

5' - 6"

SEE NOTE 5

5' - 0"

2' - 6" REF

SEE NOTE 5

5' - 0"

H S

S 8X

4X 1/

S105

TYP

R E

F

4' -0

S E

E N

O T

E

4'

PLAN

NORTH

TRUE

NORTH

O

Q

R

S

1234 2.5 1.5

Q.1

P.1

P

REF

4'-6"

REF

11'-0"

REF

10'-0"

REF

10'-0"

REF

10'-0"

R E

F

9' -3

/4

R E

F

7"

R E

F

9' -5

/4

R E

F

/8

R E

F

'-1

7/

8"

R E

F

2' -7

/4

EFB2

EFB3

R E

F

5' -2

S E

E N

O T

E

5' -0

R E

F

2' -6

S E

E N

O T

E

5' -0

R E

F

1' -6

EXISTING CONCRETE

BEAM

EXISTING 10" REINFORCED

CONCRETE SLAB SPAN

DIRECTION

S501

TYP

S105

TYP

HSS8X4X1/2

H S

S 8X

4X 1/

H S

S 8X

4X 1/

HSS8X4X1/2

HSS8X4X1/2

HSS8X4X1/2

REF

2'-9"

4' - 6"

REF

2' - 8 7/8"

1. FIELD VERIFY EXISTING CONDITIONS, DIMENSIONS AND LOCATION OF

EXISTING REINFORCING THROUGH NON-DESTRUCTUVE MEANS PRIOR TO

SUBMISSION OF SHOP DRAWINGS FOR REVIEW.

2. REF. DENOTES FOR REFERENCE ONLY FIELD VERIFY.

3. DO NOT DAMAGE EXISTING STRUCTURE UNLESS AS SHOWN DURING

EQUIPMENT INSTALLATION. DO NOT OVERCUT HOLES DURING

DEMOLITION. DO NOT DAMAGE EXISTING REINFORCING TO REMAIN

DURING ANCHOR INSTALLATION.

4. CONNECTIONS OF EQUIPMENT TO STRUCTURE BY CONTRACTOR

5. COORDINATE DIMENSIONS WITH ACTUAL EQUIPMENT PROVIDED.

6. PROVIDE GROUT AS REQUIRED TO PROVIDE POSITIVE BEARING OF SLAB

TO NEW STEEL FRAMING.

7. ALL HSS IS LONG SIDE VERTICAL ORIENTATION.

8. RELOCATE EXISTING CONDIUT, PIPING AND OTHER EXISTING ABOVE

CEILING ITEMS ONLY AS REQUIRED AFTER GOVERNMENT APPROVAL.

NEW STEEL BEAM

EXISTING CONCRETE BEAM

BEAM SEE

PLAN

EXISTING

SLAB

L4x4x1/4x6"

LONG

3/16

TYP

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved: Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

Drawn

Revisions:

ROOF FRAMING PLAN AE DESIGN RENOVATE B GROUND

FLOOR BLDG. 200 FOR ACUTE

CARE BEDS

VAMC AT MOUNTAIN HOME, TN

S105

621-18-104

JUNE 23, 2020

FINAL CONSTRUCTION

DRAWINGS FOR BID

DCASLW

3/16" = 1'-0"S105

1 ROOF FRAMING PLAN C WING

3/16" = 1'-0"S105

2 ROOF FRAMING PLAN B WING

Scale: 3/16"=1'-0"

4' 8' 16'2'

Scale: 3/16"=1'-0"

4' 8' 16'2'

ROOF FRAMING PLAN NOTES

ROOF FRAMING PLAN LEGEND

1" = 1'-0"S105

3 TYP HSS BEAM TO HSS BEAM CONNECTION DETAIL

GROUND FLOOR

0"

1ST FLOOR

12' - 8"

Roof 42' - 8"

2ND FLOOR

27' - 8"

S501

#6@6" O.C.

1 1/2" GROUT, TYP

S501

TYP.

S201

S201

S201

EXIST.

#6@6" O.C.

EXIST.

EXIST.

EXIST.

T1 T2

HSS4X4X1/4

HSS4X4X1/4

HSS4X4X1/4

H S

S 4X

4X 1/

H S

S 4X

4X 1/

TYP

TYP

TYP

TYP

S501

TYP

S501

TYP

8"

5' - 8"

REF

REF

REF

REF

2' - 0"

H S

S 3X

3X 1/4

H S

S 3X

3X 1/

CLR

3"

SLOPE BASE TO

DRAIN AWAY FROM

BUILDING.

MAINTAIN REBAR

COVER

3/4" CHAMFER TYP

1/2" PJF

EXISTING

FOUNDATION TO

REMAIN

C

LR3"

C

LR2"

3" CLR

COMPACTED CRUSH

STONE BASE

COMPACTED

STRUCTURAL FILL

(2) LAYERS

ASPHALT

IMPREGNATED

FELT

4"

F

IE

LD

V

E R

IF

Y

4'

/4

GROUND FLOOR

0"

1ST FLOOR

12' - 8"

Roof 42' - 8"

2ND FLOOR

27' - 8"

1 1/2" GROUT, TYP

EXIST.

EXIST.

EXIST.

EXISTING

STRUCTURE

TYP.

EXIST.

TATB

HSS4X4X1/4

H S

S 3X

3X 1/

HSS4X4X1/4

H S

S 3X

3X 1/4

HSS4X4X1/4

H S

S 3X

3X 1/

H S

S 4X

4X 1/

H S

S 4X

4X 1/

S501

TYP

8"

4"

#6@6" O.C.

#6@6" O.C.

4' - 5"

REF

REF

REF

REF

HSS4x4x1/4

HSS4x4x1/4

2' - 0"

SLOPE BASE TO

DRAIN AWAY FROM

BUILDING.

MAINTAIN REBAR

COVER

3/4" CHAMFER TYP

1/2" PJF

EXISTING

FOUNDATION TO

REMAIN

COMPACTED CRUSH

STONE BASE

COMPACTED

STRUCTURAL FILL

(2) LAYERS

ASPHALT

IMPREGNATED

FELT

3" F

IE

LD

V E

R

IF

Y

4'

/4

4"

FACE OF

EXISTING

BUILDING

5' - 8"

4'

2' -0

5' - 4"

BEAM SEE ELEVATIONS TYP

COLUMNS SEE ELEVATIONS TYP

S201

(1/4)

TYP

1/4

CJP

TYP

2' - 0"

FACE OF

EXISTING

BUILDING

4'

2' -0

S501

HSS3x3x1/4

5' - 4"

TYP

BEAM SEE ELEVATIONS TYP

COLUMNS SEE ELEVATIONS TYP

S501

TYP

2' - 0"

GROUND FLOOR

0"

1ST FLOOR

12' - 8"

Roof 42' - 8"

2ND FLOOR

27' - 8"

TA TB

1 1/2" GROUT,

TYP

#6@6" O.C.

EXIST.

EXIST.

EXIST.

EXIST.

H S

S 3X

3X 1/4

H S

S 3X

3X 1/

HSS4X4X1/4

HSS4X4X1/4

HSS4X4X1/4

H S

S 4X

4X 1/

H S

S 4X

4X 1/

8" 4'

1" 5'

HSS2X2X1/4

HSS2X2X1/4

#6@6" O.C.

EXISTING

FOUNDATION TO

REMAIN

4' - 5"

REF

REF

REF

REF

HSS4x4x1/4

HSS4x4x1/4

F

IE

LD

V

E R

IF

Y

4'

/4

2' - 0"

4"

SLOPE BASE TO

DRAIN AWAY FROM

BUILDING.

MAINTAIN REBAR

COVER

3/4" CHAMFER TYP

C

LR3"

CLR

3"

C

LR

3/

4"

1/2" PJF

3/16

TYP

COMPACTED

CRUSH STONE

BASE

COMPACTED

STRUCTURAL

FILL

(2) LAYERS

ASPHALT

IMPREGNATED FELT

GROUND FLOOR

0"

1ST FLOOR

12' - 8"

Roof 42' - 8"

2ND FLOOR

27' - 8"

T1T2

EXIST.

EXIST.

EXIST.

EXIST.

HSS4X4X1/4

H S

S 3X

3X 1/

H S

S 3X

3X 1/4

H S

S3 X3

X1 /4

HSS4X4X1/4

HSS4X4X1/4

H S

S 4X

4X 1/

H S

S 4X

4X 1/

S501

10TYP

8"

#6@6" O.C.

#6@6" O.C.

5' - 8"

REF

REF

REF

REF

SLOPE BASE TO

DRAIN AWAY FROM

BUILDING. MAINTAIN

REBAR COVER

3/4" CHAMFER TYP

3" C

LR

2" C

LR

CLR

3"

CLR

3"

COMPACTED

STRUCTURAL

FILL

COMPACTED

CRUSH STONE

BASE

F

IE

LD

V

E R

IF

Y

4'

/4

4"

PLAN

NORTH

TRUE

NORTH

NOTES:

1.DO NOT DAMAGE EXISTING BUILDING CONSTRUCTION TO REMAIN.

2. DUCT CONNECTIONS TO THE STRUCTURAL STEEL FRAMEWORK SHALL BE BY THE

CONTRACTOR.

3. REF DENOTES FOR REFERENCE ONLY. FIELD VERIFY ALL EXISTING CONDITIONS AND

DIMENSIONS PRIOR TO SUBMISSION OF SHOP DRAWINGS FOR REVIEW.

4. DO NOT DAMAGE EXISTING BEAM REINFORCING DURING ANCHOR INSTALLATION.

CONTRACTOR SHALL LOCATE EXISTING REINFORCING THROUGH NON-DESTRUCTIVE

MEANS PRIOR TO SUBMISSION OF SHOP DRAWINGS FOR REVIEW.

5. DO NOT DAMAGE OR UNDERMINE EXISTING FOUNDATIONS TO REMAIN.

BEAM, SEE

ELEV.

3/8" GUSSET SEE DETAILS TYP

1/2"x10"x10" PLATE

(4) 1/2" DIA. HIT-HY

200 +HAS ROD W/2

3/4" EMBED TYP

EXISTING STRUCTURE

M

IN

5"

S201

7"

COORDINATE CONNECTION

WITH EXISTING LOUVER

SUPPORTS. FIELD VERIFY

PRIOR TO SUBMISSION OF SHOP

DRAWINGS FOR REVIEW.

SEE ARCH. FOR LOUVER

REPAIR DETAILS

1/4

TYP

COLUMN SEE ELEVATION

2'-0"

EXISTING FACE OF BUILDING

DEMO LOUVER AS REQUIRED

1/4

M

IN 5"

7"

1/

2"

1/

2"

1 1/2"

7"

1 1/2"

1/2"x10"x0'-10"

PLATE

EXIST. BEAM

(4) 1/2" DIA. HIT-HY

200 +HAS ROD W/2

3/4" EMBED TYP

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved: Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

Drawn

Revisions:

FRAME ELEVATIONS AE DESIGN RENOVATE B GROUND

FLOOR BLDG. 200 FOR ACUTE

CARE BEDS

VAMC AT MOUNTAIN HOME, TN

S201

621-18-104

JUNE 23, 2020

FINAL CONSTRUCTION

DRAWINGS FOR BID

DCASLW

3/8" = 1'-0"S201

3 DUCT TOWER WEST ELEVATION

3/8" = 1'-0"S201

4 DUCT TOWER SOUTH ELEVATION

1" = 1'-0"S201

6 1ST & 2ND FLOOR TOWER FRAMING PLAN

1" = 1'-0"S201

5 ROOF LEVEL TOWER RAMING PLAN

3/8" = 1'-0"S201

1 DUCT TOWER NORTH ELEVATION

3/8" = 1'-0"S201

2 DUCT TOWER EAST ELEVATION

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

1' 2' 4' 9'6'

1' 2' 3'

Scale: 1"=1'-0"

6" 4'

SHEET NOTES

1 1/2" = 1'-0"S201

7 TYP CONNECTION TO EXISTING STRUCTURE

1" = 1'-0"S201

8 CONNECTION PLATE DETAIL

EDGE OF EQUIPMENT

SUPPORT LEG

#4@14" 0.C. EACH WAY

3/8" RADIUS,

TYP.

(2)#4 (2)#4

1' -0

M

IN

6"

T /2

T /2

6"

T/GRADE

SEE CIVIL

MIN.

1'-0"

M

IN 4"

PLUMBING/

UTILITY LINE

EXISTING OR NEW

FOUNDATION

FINISH GRADEWALL OR COLUMN, SEE PLAN

NEW FOOTINGS, PLUMBING LINES, ETC. SHALL BE INSTALLED SUCH THAT THEY ARE

ABOVE THE TRAPEZOID CREATED BELOW AND ADJACENT FOOTING WITH SIDES NO

STEEPER THAN 1 VERTICAL TO 2 HORIZONTAL.

CONTRACTOR NOTE:

T/GRADE

SEE CIVIL

SUBSEQUENT PROPOSED

FOUNDATION, SEE PLAN

Q

EXIST. COLUMN

EXISTING WALL TO REMAIN.

DEMO WALL AS REQUIRED

ABOVE

DUCTS, SEE MECHANICAL

TYP.

8"

S301

2' - 3"

3'

BENTONIE WATER

STOP TYP.

CLEAN AND ROUGHEN EXISTING SURFACE

AND APPLY EPOXY BONDING AGENT PRIOR

TO PLACEMENT OF FRESH CONCRETE IN

ACCORDANCE WITH MANUFACTURERS

RECOMMENDATIONS

DUCTS, SEE MECHANICAL

8"

3/8" RADIUS

TYP.

8"

8 1/2" TYP.

M A

X

4' -0

1/4" ROUGHENED

SURFACE TYP.

#4@12" TYP.

3'

2'

#5@12" O.C. E.W.

DRILL HOLE INTO EXISTING SLAB 12

BAR DIAM. +1/4" MAX DEEP AND

EPOXY DOWEL INTO SLAB IN

ACCORDANCE MANUFACTURERS

RECOMMENDATIONS

CLEAN AND ROUGHEN EXISTING SURFACE

AND APPLY EPOXY BONDING AGENT PRIOR TO

PLACEMENT OF FRESH CONCRETE IN

ACCORDANCE WITH MANUFACTURERS

RECOMMENDATIONS

DUCTS, SEE

MECHANICAL

M A

T C

H E

X

IS

T

5"

T Y

P

C

LA

S S

B S

P

LI

C

E 10 MIL VAPOR

BARRIER

CLR

2"

C

LR3"

CLR

2"

AS REQUIRED

TO INSTALL NEW PIT TYP

MINIMUM 4" GRANULAR

BASE. COMPACTED TO

98% OF ITS STANDARD

PROCTOR MAXIMUM DRY

DENSITY IN

ACCORDANCE WITH

ASTM D698.

COMPACTED

STRUCTURAL

FILL

S E

E P

LA

N

T

REINF.

SEE PLAN

CRUSHED STONE

BASE COURSE

CONCRETE

SLAB-ON-GROUND

T/SLAB

SEE PLAN

SAW CUT 1/8" TO 1/4" WIDE BY T/4 DEEP JOINT

WITHIN 12 HOURS OF CONCRETE PLACEMENT.

FILL WITH BACKER ROD AND SEMI-RIGID

EPOXY JOINT FILLER 90 DAYS AFTER SLAB

PLACEMENT PER MANUF. INSTRUCTIONS

2"

2"

S P

LI

C

E

C

LA

S S

B

SPLICE

CLASS B

CONT. BEAM REINF.

INTERSECTION BAR

TOP AND BOTTOM

SPLICE

CLASS B

CONT. BEAM REINF.

CORNER BAR TOP

AND BOTTOM

SPLICE

CLASS B

S P

LI

C

E

C

LA

S S

B

PLAN VIEW AT CORNERS

PLAN VIEW AT INTERSECTIONS

PIPE INSTALLATION

AS REQUIRED FOR

M

ID

D E

P T

H

CLEAN AND ROUGHEN

EXISTING SURFACE APPLY

EPOXY BONDING AGENT PRIOR

TO PLACEMENT OF FRESH

CONCRETE IN ACCORDANCE

WITH MANUFACTURERS

RECOMMENDATIONS

DRILL HOLE INTO EXISTING SLAB 12

BAR DIAMETERS DEEP BY ONE BAR

DIAMETER + 1/4" MAX IN DIAMETER

INTO SLAB IN ACCORDANCE WITH

MANUFACTURERS

RECOMMENDATIONS

CLASS B

SPLICE TYP

#4@14" E.W.

NEW SLAB TO MATCH EXISTING

SLAB THICKNESS, ALIGN

CONTROL JOINTS WITH

EXISTING JOINTS

EXISTING SLAB

MINIMUM 4" GRANULAR BASE.

COMPACTED TO 98% OF ITS

STANDARD PROCTOR MAXIMUM

DRY DENSITY IN ACCORDANCE

WITH ASTM D698.

LAP AND TAPE 10 MIL VAPOR

BARRIER

NEW PIPE. REFER TO PLUMBING

FOR PIPE SIZE, DEPTH AND

BEDDING REQUIREMENTS.

NOTES:

1. FIELD VERIFY EXISTING CONDITIONS PRIOR TO

COMMENCING WORK. DO NOT INTERRUPT OR UNDERPIN

EXISTING FOOTINGS OR SLAB DURING PIPE DEMOLITION OR

INSTALLATION

MATCH EXISTING

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved: Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

Drawn

Revisions:

CONCRETE DETAILS AE DESIGN RENOVATE B GROUND

FLOOR BLDG. 200 FOR ACUTE

CARE BEDS

VAMC AT MOUNTAIN HOME, TN

S301

621-18-104

JUNE 23, 2020

FINAL CONSTRUCTION

DRAWINGS FOR BID

DCASLW

3/4" = 1'-0"S301

2 TYPICAL EQUIPMENT PAD DETAIL

3/4" = 1'-0"S301

1 TYPICAL FOOTING INSTALLATION DETAIL

1 1/2" = 1'-0"S301

4 PARTIAL PLAN AT DUCT TRENCH

1 1/2" = 1'-0"S301

5 SECTION AT DUCT TRENCH

3/4" = 1'-0"S301

6 TYPICAL SLAB CONTROL JOINT

3/4" = 1'-0"S301

7 TYPICAL CORNER BAR DETAILS

3/4" = 1'-0"S301

3 TYPICAL SLAB REPAIR DETAIL

#5@12" o.c.

#5 CONT.

1/2" PJF TYP.

#5 CONT.

EXIST. CONCRETE

SLAB

NEW 5" THICK CONCRETE SLAB

ON GRADE. MATCH EXISTING

THICKNESS

DRILL HOLE INTO EXISTING SLAB 12

BAR DIAM. +1/4" MAX DEEP AND

EPOXY DOWEL INTO SLAB IN

ACCORDANCE MANUFACTURERS

RECOMMENDATIONS

CLEAN AND ROUGHEN EXISTING SURFACE

AND APPLY EPOXY BONDING AGENT PRIOR TO

PLACEMENT OF FRESH CONCRETE IN

ACCORDANCE WITH MANUFACTURERS

RECOMMENDATIONS

1' - 0"

REF

6"

4 - 0 3/4" AT 6x4 SCALE

3' - 0 3/4" AT 3x3 SCALE

REF

6" 1' - 0"

4" CRUSHED

STONE BASE

VIBRATE CONCRETE TO PROVIDE

FIRM SUPPORT WITHOUT ANY VOIDS

IN THE CONCRETE UNDER THE LOAD

CELL SUPPORT PADS.

#4@12" TYP

(2) #4 xCONT TYP

10 MIL VAPOR

BARRIER

1/

2"

SCALE SEE

ARCH

C

LR 3"

CLR

2"

(2)#4

#4@12

CONT.

EXIST. CONCRETE

SLAB

DRILL HOLE INTO EXISTING SLAB 12

BAR DIAM. +1/4" MAX DEEP AND

EPOXY DOWEL INTO SLAB IN

ACCORDANCE MANUFACTURERS

RECOMMENDATIONS

CLEAN AND ROUGHEN EXISTING SURFACE

AND APPLY EPOXY BONDING AGENT PRIOR TO

PLACEMENT OF FRESH CONCRETE IN

ACCORDANCE WITH MANUFACTURERS

RECOMMENDATIONS

4" CRUSHED

STONE BASE

VIBRATE CONCRETE TO PROVIDE

FIRM SUPPORT WITHOUT ANY VOIDS

IN THE CONCRETE UNDER THE LOAD

CELL SUPPORT PADS.

1' - 0"

4" 5"

5"

#4@12

CONT.

1' - 0" 2'-3" 1' - 0"

DUCT, SEE

ELECTRICAL

FILL AROUND DUCT

WITH NON-SHRINK

GROUT

10 MIL VAPOR

BARRIER

C

LR2"

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved: Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

Drawn

Revisions:

CONCRETE DETAILS AE DESIGN RENOVATE B GROUND

FLOOR BLDG. 200 FOR ACUTE

CARE BEDS

VAMC AT MOUNTAIN HOME, TN

S302

621-18-104

JUNE 23, 2020

FINAL CONSTRUCTION

DRAWINGS FOR BID

DCASLW

1" = 1'-0"S302

1 SCALE FOUNDATION SECTION

1" = 1'-0"S302

2 SECTION AT DUCT

1 1/2"

1/

2"

3"

3"

STEEL COLUMN,

SEE PLAN AND

ELEVATIONS

5/16

3/4" THICK BASE PLATE,

U.N.O.

CL

CL

1-1/16'' DIA. HOLE FOR 3/4"

ANCHOR BOLTS

(4) 3/4" DIA. ASTM

F1554 ANCHORS

EMBEDDED 3" FROM

BOTTOM OF FOOTING

3/8" PLATE

COLUMN, SEE

ELEVATION

BRACE, SEE

ELEVATION

BRACE, SEE

ELEVATION

BEAM, SEE

ELEVATION

3/16 4" MIN

EA SIDE

3/16

3/16 3" MIN

EA SIDE

TYP

3/8" PLATE

HORIZONTAL BRACE

SEE PLAN

3/16

TYP EA

SIDE

3/16

TYP.

COLUMN, SEE

ELEVATIONS

BEAM, ELEVATIONS

VERTICAL BRACE

SEE ELEVATIONS

3/16 (3/16)

TYP

3/8" GUSSET

PLATE TYP.

3/16

TYP

(3/16)

TYP.

3/16

TYP

3/16

TYP

(3/16)

TYP

3/8" PLATE

BEAM, SEE PLAN

COLUMN,

SEE PLAN

BEAM, SEE PLAN

HORIZONTAL BRACE,

SEE PLAN

3/8" GUSSET

PLATE TYP.

1/2"

1/ 2"

PLAN VIEW

TYP.

3"

COLUMN SEE

ELEVATIONS

5/16

1/2" GUSSET PLATE

(4) 3/4" DIA ASTM

F1554 ANCHOR BOLTS.

EMBED TO 3" ABOVE

BOTTOM OF FOOTING

TYP.

1 1/2"

11"

3/4" BASE PLATE

1/4

BEAM SEE

ELEVATION

3/8" GUSSET TYP

3/16

TYP

4"

T Y

P

1/

2"

COLUMN SEE

ELEVATION

3/16

TYP EA

SIDE

1/2"

6' - 6" HSS2x2x1/4 TYP

COORDINATE WITH DUCT WORK

6'-2"

COORDINATE WITH DUCT WORK

6'-4"

6" ø 6" ø 5 1/2" ø

8' - 6"

2'

C O

O R

D . W

IT

H

D U

C T

W O

R K

2' -0

C

O O

R D

. W

IT

H D

U C

T W

O R

K

2' -0

C O

O R

D . W

IT

H

D U

C T

W O

R K

2' -2

C O

O R

D . W

IT

H

D U

C T

W O

R K

2' -2

W

D U

C T

W O

R K

1' -2

C

O O

R D

W

IT

H D

U C

T W

O R

K

2' -4

/2

C

O O

R D

1' - 0" 1' - 0"

S501

1/4" CAP

PLATE TYP.

3/16

TYP.

(3/16)

TYP.

TYP.

3" CLR.

T Y

P

3" C

LR

#5@12" O.C.

T&B

M

IN

4"

2" C

LR

HSS2x2X1/4

HSS2x2X1/4

HSS2x2X1/4

HSS2x2X1/4

H S

S 2x

2X 1/

H S

S 2x

2X 1/

1 1/2"

GROUT, TYP

(3) #5

(3) #5

3/4" CHAMFER

TYP.

NOTES:

1.COORNATE DUCT AND PIPE

SUPPORTS WITH MECHANICAL

DRAWINGS AND SPECIFICATIONS.

2. PIPE AND DUCT CONNECTIONS TO

THE SUPPORT BY THE CONTRACTOR.

3/16 4" MIN

EA SIDE

3/16

3/16 3" MIN

EA SIDE

TYP

3/8" PLATE

COLUMN, SEE

ELEVATION

BRACE, SEE

ELEVATION

BEAM, SEE

ELEVATION

COLUMN,

SEE ELEVATION

E M

B E

D M

E N

T

1/2" GUSSET PL.

WORK POINT

1/4 4" MIN.

BASE PLATE

BRACE

T/ FTG

SEE PLAN

CL

1/4 6" MIN

1/4 4" MIN.

TYP. EA SIDE

BRACE SEE

ELEVATION

SLOT TUBE FOR CONNECTION

TO GUSSET PLATE

G R

O U

T

1/ 2"

ERECTION BOLT (AT

CONTRACTOR'S OPTION)

S501

EXISTING SLAB

EXISTING BEAM

BEAM, SEE PLAN

1'-6"

1/4

3/16

8"

M

IN

6"

(4)1/2"Øx2 3/4" EMBED HILTI

HY200+HAS STD RODS

1 1/2"

4" 7" 4"

1 1/2"

1/2"x8"x1-6" PLATE

3' - 10" HSS2x2x1/4 TYP

COORDINATE WITH DUCT WORK

3'-8"

6" ø 6" ø5 1/2" ø

5' - 10"

2'

C O

O R

D . W

IT

H

D U

C T

W O

R K

2' -0

C O

O R

D . W

IT

H

D U

C T

W O

R K

2' -2

3'

-4

W

IT

H D

U C

T W

O R

K

2' -4

/2

C

O O

R D

1' - 0" 1' - 0"

S501

1/4" CAP

PLATE TYP.

3/16

TYP.

(3/16)

TYP.

TYP.

3" CLR.

T Y

P

3" C

LR

#5@12" O.C.

T&B

M

IN

4"

2" C

LR

HSS2x2X1/4

HSS2x2X1/4

HSS2x2X1/4

H S

S 2x

2X 1/

H S

S 2x

2X 1/

1 1/2"

GROUT, TYP

(3) #5

(3) #5

3/4" CHAMFER

TYP.

NOTES:

1.COORNATE DUCT AND PIPE

SUPPORTS WITH MECHANICAL

DRAWINGS AND SPECIFICATIONS.

2. PIPE AND DUCT CONNECTIONS TO

THE SUPPORT BY THE CONTRACTOR.

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved: Project Director

Project Title:

1 2 3 4 5 6 7 8 9

590 MEANS ST NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date CheckedFULLY SPRINKLERED

STAMP

STE. 200

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

Drawn

Revisions:

STEEL DETAILS AE DESIGN RENOVATE B GROUND

FLOOR BLDG. 200 FOR ACUTE

CARE BEDS

VAMC AT MOUNTAIN HOME, TN

S501

621-18-104

JUNE 23, 2020

FINAL CONSTRUCTION

DRAWINGS FOR BID

DCASLW

3" = 1'-0"S501

1 TYPICAL BASE PLATE DETAIL

1 1/2" = 1'-0"S501

2 TYP COLUMN TO BRACE CONNECTION

3" = 1'-0"S501

4 TOP OF COL CONNECTION AT BRACE

3" = 1'-0"S501

3 TOP OF COLUMN CONNECTION AT BRACE

3" = 1'-0"S501

5 TYP. BASE PLATE AT BRACED FRAME

1" = 1'-0"S501

TYPICAL HSS BEAM TO HSS

COLUMN CONNECTION DETAIL

1" = 1'-0"S501

6 TYP. HORIZ. MECHANICAL DUCT SUPPORT

1 1/2" = 1'-0"S501

9 BRACING CONNECTION DETAIL

1 1/2" = 1'-0"S501

TYPICAL SINGLE BRACE

CONNECTION DETAIL AT BASE PLATE (HSS)

1 1/2" = 1'-0"S501

STEEL BEAM TO EXISTING

CONCRETE BEAM CONNECTION

1" = 1'-0"S501

7 TYP. HORIZ. MECHANICAL DUCT SUPPORT