CONTRACT DOCUMENTS - l Drawings COMBINED -reduced_Part5.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 W.G. (BILL) HEFNER VAMC

BUILDING 2 ELEVATOR

INSTALLATION SPS/ SURGERY

SALISBURY, NC 28144

S002

659-20-202

06-10-2022

CONTRACT DOCUMENTS

DCASLW

A4

B

A8 A9

A.D

B

DEFGH

D.5D.9F.1F.2F.9

3.9

3.6

3.1

1.7

REF

12' - 8"

REF

3' - 3"

REF

7' - 9"

REF

1' - 10"

REF

9 1/2" REF

9 1/2" REF

9' - 6"

REF

1' - 0" REF

3' - 7"

REF

4' - 7"

R E

F

1"

R E

F

7'

R E

F

2'

R E

F

2'

/2

R E

F

R E

F

8'

/2

R E

F

1'

R E

F

4'

R E

F

3'

E-W12 E-W12

E-W10

E-W10

E-W10

E-W10

E-W14

E-W14

E-W14

E-W14

E-W14

E-W14

E-W14

E-W18

E-M8

E-M8

E-M8 E-M10

E-W14

E -W

E

-W

E -W

E -W

E -W

E -W

E-W

E-M12

E-M12

E-M12

E -W

E-W

E -W

E

-W

E -W

E

-W

E -W

E-W8E-W8

E-M8

E-M8

E-M8

E-M8

E-M8

E -W

E

-W

E -W

E

-W

E -W

E

-W

E-W10

E-W10 E

-W

E-M8

E-W10

E -W

E-W10

E -W

F.3

NEW 8" CMU W/ #5@48"O.C.

AND #9 HORIZONTAL LADDER

REINFORCING @ 16"O.C.

S401

TYP.

REF

8' - 1"

S505

S401

S401

S401

PLAN

NORTH

TRUE

NORTH

DEFGH

D.5D.9F.1F.2F.9

3.9

3.6

3.1

1.7

F.3

REF

12' - 8"

REF

3' - 3"

REF

7' - 9"

REF

1' - 10"

REF

9 1/2"

REF

9 1/2"

REF

9' - 6"

REF

1' - 0"

REF

3' - 7"

REF

4' - 7"

R E

F

1"

R E

F

7'

R E

F

2'

R E

F

2'

/2

R E

F

R E

F

8'

/2

R E

F

1'

R E

F

4'

R E

F

3'

E-M10 E-M10

E -W

E-M8

E-M10

E-W10E-M8

E-M8

E-M8

E -W

E-W10

E-W10

E-W

E-M10 E-W14

E -W

E-W10 E-M10 E-W14 E-W

E-W

E-M12

E-W10

E-W10

E-W10 E-M12

E -W

E -W

E-M10

E-M10

E-M10

E-M10

E -W

E-W14

E-W14

E-W14

E-W14

E-W16E-W10E-W14E-W12

E-W10

E-M12

DEMO EXISTING M12

BEAM BETWEEN

GRID F.2 AND F.9

DEMO EXIST W10 BEAM

BETWEEN GRID F.2 AND F.9

DEMO EXISTING

COMPOSITE DECK WITH

CONCRETE FILL.

E- HSS7X7X5/8

E- HSS7X7X1/2

E- HSS7X7X3/8

E- HSS7X7X3/8

SEE NOTE 3

SEE NOTE 3

SEE NOTE 3

SEE NOTE 3

SHORE ENDS OF BEAM

AS REQUIRED. SHORING

CONSTRUCTION AND

DESIGN BY CONTRACTOR

INDICATES EXISTING FLOOR / ROOF SLAB TO BE

DEMOLISHED

INDICATES STEEL BEAM TO BE DEMOLISHED

1. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO

SUBMISSION OF SHOP DRAWINGS FOR REVIEW

2. REF. DENOTES FOR REFERENCE ONLY. FIELD VERIFY

3. PROVIDE NON-DESTRUCTIVE TEST OF EXISTING COLUMNS TO VERIFY

THAT NO CROSS SECTIONAL LOSS DUE TO EXISTING CORROSION OF

INTERIOR TUBE WALLS.

1. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO

SUBMISSION OF SHOP DRAWINGS FOR REVIEW

2. REF. DENOTES FOR REFERENCE ONLY. FIELD VERIFY

3. PROVIDE NON-DESTRUCTIVE TEST OF EXISTING COLUMNS TO VERIFY

THAT NO CROSS SECTIONAL LOSS DUE TO EXISTING CORROSION OF

INTERIOR TUBE WALLS.

4. DO NOT DAMAGE EXISTING STRUCTURE TO REMAIN

INDICATES NEW CMU WALL

E-WXX DENOTES EXISTING BEAM

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:

GROUND AND FIRST FLOOR

PLANS

W.G. (BILL) HEFNER VAMC

BUILDING 2 ELEVATOR

INSTALLATION SPS/ SURGERY

SALISBURY, NC 28144

S101

659-20-202

06-10-2022

CONTRACT DOCUMENTS

DCASLW

1/4" = 1'-0"S101

1 GROUND FLOOR FRAMING PLAN

Scale: 1/4"=1'-0"

1' 4' 8' 12'

Scale: 1/4"=1'-0"

1' 4' 8' 12' 1/4" = 1'-0"S101

2 FIRST FLOOR DEMOLITION PLAN

FLOOR DEMO FRAMING PLAN LEGEND

GROUND FLOOR FRAMING PLAN NOTES

FIRST FLOOR DEMOLITION PLAN NOTES

GROUND FLOOR FRAMING PLAN LEGEND

ROOF

DEFGH

D.5D.9F.1F.2F.9

3.9

3.6

3.1

1.7

REF

12' - 8"

REF

3' - 3"

REF

9' - 7"

REF

9 1/2"

REF

9 1/2"

REF

9' - 6"

REF

1' - 0"

REF

3' - 7"

REF

4' - 7"

R E

F

1"

R E

F

7'

R E

F

2'

R E

F

2'

/2

R E

F

R E

F

8'

/2

R E

F

1'

R E

F

4'

R E

F

3'

E-W10

E-W10

E-W10

E-W10

E-W10

E-M10

E-M10

E-M10

E-M10

E-M10

E-M10

E-M8

E-M8

E-M10 E-M10

E-M8E-M8

E-M10

E-M8

E -W

E-W14

E-W14

E-W14

E-W14

E-W14

E-W14

E-W14E-M12

E-M12

E-W10

E-M12

E-W10

E-W10

E -W

E -W

E

-W

E -W

E -W

E-W

E-W

E-W

E-HSS7x7x3/8

E-HSS7x7x1/2E-HSS7x7x5/8

E-HSS7x7x3/8

S201

S201

2S201

S201

W8X10

W10X22

W

X

W10X22

W

X

SEE NOTE 7

SEE NOTE 7

SEE NOTE 7

SEE NOTE 7

NEW 1.5 VLI18 DECK WITH 2 1/2" CONCRETE

COVER. REINFORCE WITH WWR 6x6-W1.4xW1.4.

ALIGN FLUTES WITH EXISTING DECKING AND

PROVIDE POUR STOPS AS REQUIRED TO

PREVENT SPILLAGE. PROVIDE MINIMUM 2"

BEARING ON EXISTING STEEL SUPPORTS.

E O

S

9"

EOS

9"

OPENING

8' - 1"

O P

E N

IN

G

/2

E O

S

9"

EOS

9"

S505

REFER TO 7/S505

FOR BEAM SUPPORT

REFER TO 7/S505

FOR BEAM SUPPORT

REMOVE EXISTING SHORING

AFTER NEW BEAM SUPPORTS

HAVE BEEN INSTALLED

REMOVE EXISTING SHORING

AFTER NEW BEAM SUPPORTS

HAVE BEEN INSTALLED

DEFGH

D.5D.9F.1F.2F.9

3.9

3.6

3.1

1.7

REF

12' - 8"

REF

3' - 3"

REF

9' - 7"

REF

9 1/2"

REF

9 1/2"

REF

9' - 6"

REF

1' - 0"

REF

3' - 7"

REF

4' - 7"

R E

F

1"

R E

F

7'

R E

F

2'

R E

F

2'

/2

R E

F

R E

F

8'

/2

R E

F

1'

R E

F

4'

R E

F

3'

W

X

W10X22

W

X

W14X22

H S

S 8X

4X 3/

HSS8X4X3/8

H S

S 8X

4X 3/

W8X10

W14X22

HSS8X4X3/8

W

X

W14X22

W 16X40

S201

S201

2S201

S201

S201

W12X19

W16X40

W 16X40

W16X40

2VLI20+3 1/4" LIGHT WEIGHT

CONCRETE. THE SLAB SHALL BE

REINFORCED WITH WWR6x6-W2.9XW2.9

S504

S503

S504

S503

S504

W14X22

S503

4SIM. OPP.

HAND

TYP

S503

S504

S504

S504

S505

S505

S505

EOD

4"

E O

D

2"

EO

D

2"

EOD

2" 1'

EOD

2"

E Q

E Q

E Q

E Q

S505

EO

D

4"

S501

EOD

8"

V=4K

M=14KFT

V=4K

M=14KFT

V=14K

M=34KFT

V=10K

M=19KFT

V=7K

M

=22KFT

V=5K

M=22KFT V=12K

M=13KFT

V=12K

M=21KFT

S504

S501

1' - 0" 2' - 10"

1' - 10 1/2"

S505

TYP.

S503

S503

E O

S

9"

EOS

9"

E O

S

9"

EOS

9"

TYP.

PLAN

NORTH

TRUE

NORTH

BRACED FRAME

BEAM

DENOTES DECK SPAN DIRECTION & DECK DESCRIPTION

DENOTES MOMENT CONNECTION

DENOTED CONNECTION TO EXISTING CONCRETE BEAM,

SEE 2/S504

DENOTES MASONRY WALL BELOW

1. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO

SUBMISSION OF SHOP DRAWINGS FOR REVIEW

2. REF. DENOTES FOR REFERENCE ONLY. FIELD VERIFY

3. T/SLAB ELEVATION = 731.55' UNO

4. T/STL. X'-X" TYP. UNO

5. (-X'-X") INDICATES T/STL ELEVATION RELATIVE TO TYP. T/STL.

6. DO NOT PRIME STEEL THAT WILL RECEIVE SPRAY-ON FIRE PROOFING

1. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO

SUBMISSION OF SHOP DRAWINGS FOR REVIEW

2. REF. DENOTES FOR REFERENCE ONLY. FIELD VERIFY

3. T/SLAB ELEVATION = 720.55' UNO

4. T/STL. X'-X" TYP. UNO

5. (-X'-X") INDICATES T/STL ELEVATION RELATIVE TO TYP. T/STL.

6. DO NOT PRIME STEEL THAT WILL RECEIVE SPRAY-ON FIRE PROOFING

7. CONTRACTOR SHALL PROVIDE NON-DESTRUCTIVE TESTING OF EXISTING

COLUMNS TO DETERMINE AMOUNT OF SECTION LOSS WHICH HAS

OCCURRED DUE TO CORROSION. IF MORE THAN 10% HAS BEEN LOST,

REPLACE COLUMN IN KIND.

8. E-WXX DENOTES EXISTING MEMBER

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:

FIRST AND SECOND FLOOR

FRAMING PLANS

W.G. (BILL) HEFNER VAMC

BUILDING 2 ELEVATOR

INSTALLATION SPS/ SURGERY

SALISBURY, NC 28144

S102

659-20-202

06-10-2022

CONTRACT DOCUMENTS

DCASLW

1/4" = 1'-0"S102

1 FIRST FLOOR FRAMING PLAN

1/4" = 1'-0"S102

2 SECOND FLOOR FRAMING PLAN

Scale: 1/4"=1'-0"

1' 4' 8' 12'

Scale: 1/4"=1'-0"

1' 4' 8' 12'

FLOOR FRAMING PLAN LEGEND

FLOOR FRAMING PLAN NOTES 2nd FLOOR

FLOOR FRAMING PLAN NOTES 1st FLOOR

PLAN

NORTH

TRUE

NORTH

DEFGH

D.5D.9F.1F.2F.9

3.9

3.6

3.1

1.7

W

X

W10X22 W

X

W14X22

H S

S 8X

4X 3/

HSS8X4X3/8

H S

S 8X

4X 3/

W8X10

W14X22

HSS8X4X3/8

F.3

S201

S201

2S201

S201

S201

R E

F

1"

R E

F

7'

R E

F

2'

R E

F

2'

/2

R E

F

R E

F

8'

/2

R E

F

1'

R E

F

4'

R E

F

3'

REF

12' - 8"

REF

3' - 3"

REF

7' - 9"

REF

1' - 10"

REF

9 1/2"

REF

9 1/2"

REF

9' - 6"

REF

1' - 0"

REF

3' - 7"

REF

4' - 7"

W16X40

W 16X40

W 16X40

W16X40

W12X19

W

X

W14X22

2VLI20+3 1/4" LIGHT WEIGHT

CONCRETE. THE SLAB

SHALL BE REINFORCED

WITH WWR6x6-W2.9XW2.9

S503

S503

S504

S503

S504

W14X22

S503

4SIM. OPP.

HAND

TYP.

S503

S504

S504

S505

E O

D

2"

EOD

2"

EOD

4"

EO

D

4"

EO

D

2"

EOD

2"

S505

E Q

E Q

E Q

E Q

S505

S501

EOD

8"

S504

S505

V=4K

M=14KFT

V=4K

M=14KFT

V=14K

M=34KFT

V=10K

M=19KFT

V=7K

M=22KFT

V=5K

M=22KFT

V=12K

M=13KFT

V=12K

M=21KFT

S504

S501

1' - 0" 2' - 10 1/2"

1' - 11"

S505

TYP.

1'

" 1'

/2

S503

S503

E O

S

9"

EOS

9"

E O

S

9"

EOS

9"

TYP.

DEFGH

D.5D.9F.1F.2F.9

3.9

3.6

3.1

1.7

F.8.1

W

X

W10X22

W

X

W14X22

H S

S 8X

4X 3/

HSS8X4X3/8

H S

S 8X

4X 3/

W8X10

W14X22

HSS8X4X3/8

F.3

S201

S201

2S201

S201

S201

R E

F

1"

R E

F

7'

R E

F

2'

R E

F

2'

/2

R E

F

R E

F

8'

/2

R E

F

1'

R E

F

4'

R E

F

3'

REF

12' - 8"

REF

3' - 3"

REF

2' - 7"

REF

5' - 2"

REF

1' - 10"

REF

9 1/2"

REF

9 1/2"

REF

9' - 6"

REF

1' - 0"

REF

3' - 7"

REF

4' - 7"

W12X19

W16X40

W 16X40

W 16X40

W14X22

W

X

W16X40

2VLI20+3 1/4" LIGHT WEIGHT

CONCRETE. THE SLAB SHALL

BE REINFORCED WITH

WWR6x6-W2.9XW2.9

S504

S503

S504

S503

S504

W14X22

S503

4SIM. OPP.

HAND

TYP.

S503

S504

S504

S505

S505

EO

D

4"

EOD

4"

EOD

2"

E O

D

2"

EOD

2"

EO

D

2"

E Q

E Q

E Q

E Q

S505

S501

EOD

8"

S504

S505

V=4K

M=14KFT

V=4K

M=14KFT

V=14K

M=34KFT

V=10K

M=19KFT

V=7K

M=22KFT

V=5K

M=22KFT

V=12K

M=13KFT

V=12K

M=21KFT

S504

S501

1' - 0" 2' - 10 1/2"

1' - 11"

S505

TYP.

1'

S503

S503

E O

S

9"

EOS

9"

E O

S

9"

EOS

9"

TYP.

1. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO

SUBMISSION OF SHOP DRAWINGS FOR REVIEW

2. REF. DENOTES FOR REFERENCE ONLY. FIELD VERIFY

3. T/SLAB ELEVATION 3rd FLOOR = 742.55' UNO

4. T/SLAB ELEVATION 4th FLOOR = 753.55' UNO

5. T/STL. X'-X" TYP. UNO

6. (-X'-X") INDICTAES T/STL ELEVATION RELATIVE TO TYP. T/STL.

7. DO NOT PRIME STEEL THAT WILL RECEIVE SPRAY-ON FIRE PROOFING

BRACED FRAME

BEAM

DENOTES DECK SPAN DIRECTION & DECK

DESCRIPTION

DENOTES MOMENT CONNECTION

DENOTED CONNECTION TO EXISTING CONCRETE

BEAM, SEE 2/S504

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:

THIRD AND FOURTH FLOOR

FRAMING PLANS

W.G. (BILL) HEFNER VAMC

BUILDING 2 ELEVATOR

INSTALLATION SPS/ SURGERY

SALISBURY, NC 28144

S103

659-20-202

06-10-2022

CONTRACT DOCUMENTS

DCASLW

1/4" = 1'-0"S103

1 THIRD FLOOR FRAMING PLAN

Scale: 1/4"=1'-0"

1' 4' 8' 12'

Scale: 1/4"=1'-0"

1' 4' 8' 12' 1/4" = 1'-0"S103

2 FOURTH FLOOR FRAMING PLAN

FLOOR FRAMING PLAN NOTES 3rd & 4th FLOOR

FLOOR FRAMING PLAN LEGEND

A8 A9

A.D

B

B

A4

A8 A9

A.D

B

A4

DEFGH

D.5D.9F.1F.2F.9

3.9

3.6

3.1

1.7

F.8.1

W

X

W10X22

W

X

W14X22

H S

S 8X

4X 3/

HSS8X4X3/8

H S

S 8X

4X 3/

W8X10

W14X22

W14X22

HSS8X4X3/8

W16X40

F.3

S201

S201

2S201

S201

S201

R E

F

1"

R E

F

7'

R E

F

2'

R E

F

2'

/2

R E

F

R E

F

8'

/2

R E

F

1'

R E

F

4'

R E

F

3'

REF

12' - 8"

REF

3' - 3"

REF

2' - 7"

REF

5' - 2"

REF

1' - 10"

REF

9 1/2"

REF

9 1/2"

REF

9' - 6"

REF

1' - 0"

REF

3' - 7"

REF

4' - 7"

W12X19

W

X

W 16X40

W 16X40

W14X22

W16X40

2VLI20+3 1/4" LIGHT WEIGHT

CONCRETE. THE SLAB SHALL

BE REINFORCED WITH

WWR6x6-W2.9XW2.9

W10X30

S504

S503

S504

S503

S504

S503

SIM. OPP.

HAND

TYP.

S503

S504

S504

S505

EOD

4"

EOD

2"

E O

D

2"

EOD

2"

EO

D

2" E Q

E Q

S505

EO

D

4"

S501

S505

S501

EOD

8"

S504

S505

E Q

E Q

V=4K

M=12KFT

V=4K

M=12KFT

V=11K

M=27KFT

V=9K

M=18KFT

V=6K

M=17KFT

V=4K

M=17KFT

V=9K

M=13KFT

V=10K

M=16KFT

S504

S501

1' - 0" 2' - 10 1/2"

1' - 11"

S505

TYP.

W

X

W

X

W 8X

10 W8X10W8X10

1'

S503

S503

E O

S

9"

EOS

9"

E O

S

9"

EOS

9"

TYP.

PLAN

NORTH

TRUE

NORTH

EFGH

D.5D.9F.1F.2F.9

3.9

3.6

3.1

1.7

F.8.1

W

X

W10X22

W

X

W14X22

H S

S 8X

4X 3/

HSS8X4X3/8

H S

S 8X

4X 3/

W8X10

W14X22

W14X22

HSS8X4X3/8

F.3

S201

S201 2S201

S201

S201

R E

F

1"

R E

F

7'

R E

F

2'

R E

F

2'

/2

R E

F

R E

F

8'

/2

R E

F

1'

R E

F

4'

R E

F

3'

REF

12' - 8"

REF

3' - 3"

REF

2' - 7"

REF

5' - 2"

REF

1' - 10"

REF

9 1/2"

REF

9 1/2"

REF

9' - 6"

REF

1' - 0"

REF

3' - 7"

W 16X40

W 16X40

W16X40

W12X19

W

X

W14X22

2VLI20+3 1/4" LIGHT WEIGHT CONCRETE.

THE SLAB SHALL BE REINFORCED WITH

WWR6x6-W2.9XW2.9

S504

S503

S504

S503

S504

S503

SIM. OPP.

HAND

TYP.

S503 W16X40

S504

S504

S505

EO

D

4"

EOD

4"

EOD

2"

E O

D

2"

EOD

2"

EO

D

2"

S505

S505

S501

EOD

8"

S504

E Q

E Q

E Q

E Q

S505

V=4K

M=15KFT

V=4K

M=15KFT

V=15K

M=36KFT

V=10K

M=20KFT

V=7K

M=24KFT

V=5K

M=23KFT

V=8K

M=15KFT

V=13K

M=22KFT

S504

S501

1' - 0" 2' - 10 1/2"

1' - 11"

S505

TYP.

1'

S503

S503

E O

S

9"

EOS

9"

E O

S

9"

EOS

9"

TYP.

1. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO

SUBMISSION OF SHOP DRAWINGS FOR REVIEW

2. REF. DENOTES FOR REFERENCE ONLY. FIELD VERIFY

3. T/SLAB ELEVATION 5th FLOOR = 764.55' UNO

4. T/SLAB ELEVATION 6th FLOOR = 777.05' UNO

5. T/STL. X'-X" TYP. UNO

6. (-X'-X") INDICTAES T/STL ELEVATION RELATIVE TO TYP. T/STL.

7. DO NOT PRIME STEEL THAT WILL RECEIVE SPRAY-ON FIRE PROOFING

BRACED FRAME

BEAM

DENOTES DECK SPAN DIRECTION & DECK

DESCRIPTION

DENOTES MOMENT CONNECTION

DENOTED CONNECTION TO EXISTING CONCRETE

BEAM, SEE 2/S504

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:

FIFTH AND SIXTH FLOOR

FRAMING PLANS

W.G. (BILL) HEFNER VAMC

BUILDING 2 ELEVATOR

INSTALLATION SPS/ SURGERY

SALISBURY, NC 28144

S104

659-20-202

06-10-2022

CONTRACT DOCUMENTS

DCASLW

1/4" = 1'-0"S104

2 SIXTH FLOOR FRAMING PLAN

Scale: 1/4"=1'-0"

1' 4' 8' 12' 1/4" = 1'-0"S104

1 FIFTH FLOOR FRAMING PLAN

Scale: 1/4"=1'-0"

1' 4' 8' 12'

FLOOR FRAMING PLAN NOTES 5th & 6th FLOOR

M M

DEFGH

D.5D.9F.1F.2F.9

3.9

3.6

3.1

1.7

F.8.1

W

X

W18X35

W

X

W18X35

H S

S 8X

4X 3/

HSS8X4X3/8

H S

S 8X

4X 3/

W8X10

W18X35

HSS8X4X3/8

W16X40

W12X14

W 16X40

F.3

W18X35

S201

S201 2S201

S201

S201

R E

F

1"

R E

F

7'

R E

F

2'

R E

F

2'

/2

R E

F

R E

F

8'

/2

R E

F

1'

R E

F

4'

R E

F

3'

REF

12' - 8"

REF

3' - 3"

REF

2' - 7"

REF

5' - 2"

REF

1' - 10"

REF

9 1/2"

REF

9 1/2"

REF

9' - 6"

REF

1' - 0"

REF

3' - 7"

REF

4' - 7"

W14X22

W16X40

W

X

W10X30

2VLI20+3 1/4" LIGHT WEIGHT

CONCRETE. THE SLAB SHALL

BE REINFORCED WITH

WWR6x6-W2.9XW2.9

S504

S503

S503

S503

W12X14

W

X

W

X

W12X14

S503

4SIM. OPP.

HAND

TYP.

S503

S504

S504

W18X35

W18X35

S505

W18X35

EO

D

4"

EOD

4"

EOD

2"

E O

D

2"

EOD

2"

EO

D

2"

EOD

8"

S505

E Q

E Q

E Q

E Q

E Q

E Q

V=8K

M=27KFT

V=8K

M=27KFT V=14K

M=32KFT

V=9K

M=15KFT

V=6K

M=6KFT

V=11K

M=20KFT

R72' - 5"

R1

R3

R5

1' - 4"

R8

R4

R6

R2

6"

R9

S503

SIM

W

X

W8X10

W 8X

10 W8X10

S504

1' - 0"

2' - 10 1/2"

1' - 11"

S505

TYP.

W16x40

S505

1'

S503

TYP.

DEFGH

D.5D.9F.1F.2F.9

3.9

3.6

3.1

1.7

F.8.1 F.3

S201

S201 2S201

S201

S201

R E

F

1"

R E

F

7'

R E

F

2'

R E

F

2'

/2

R E

F

R E

F

8'

/2

R E

F

1'

R E

F

4'

R E

F

3'

REF

12' - 8"

REF

3' - 3"

REF

2' - 7"

REF

5' - 2"

REF

1' - 10"

REF

9 1/2"

REF

9 1/2"

REF

9' - 6"

REF

1' - 0"

REF

3' - 7"

REF

4' - 7"

W

X

W14X22

W16X40

W 14X22

W14X22

W

X

W8X10

W10X22

W

X

W

X

W16X26 W8X10

W

X

W12X14

1.5B16 METAL

ROOF DECK

E Q

E Q

S504

S504

S505

S504

S504

EOD

4 1/2"

E O

D

8"

EOD

8"

EO

D

3"

EOD

3"

E Q

E Q

S504

S504

S504

W12x22 HOIST BEAM

CENTERED ON

OPENING BELOW

W8X10

W 8X

S504

2' - 2"

1' - 4 1/2"

S504

W8X10

W 8X

W12X22

S503

6SIM

EO

D 4 1/2"

PLAN

NORTH

TRUE

NORTH

BRACED FRAME

BEAM

EDGE OF DECK

DENOTES DECK SPAN DIRECTION & DECK DESCRIPTION

DENOTES MOMENT CONNECTION

1. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO

SUBMISSION OF SHOP DRAWINGS FOR REVIEW

2. REF. DENOTES FOR REFERENCE ONLY. FIELD VERIFY

3. T/STL ELEVATION = 792.38' UNO

4. DO NOT PRIME STEEL THAT WILL RECEIVE SPRAY-ON FIRE PROOFING

1. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO

SUBMISSION OF SHOP DRAWINGS FOR REVIEW

2. REF. DENOTES FOR REFERENCE ONLY. FIELD VERIFY

3. T/SLAB ELEVATOR MACHINE ROOM ELEVATION = 783.05' UNO

4. T/STL. MACHINE ROOM ROOF 792.38 FT TYP. UNO

5. (-X'-X") INDICTAES T/STL ELEVATION RELATIVE TO TYP. T/STL.

6. DO NOT PRIME STEEL THAT WILL RECEIVE SPRAY-ON FIRE PROOFING

ELEVATOR MACHINE LOADING SCHEDULE

MARK LOADS (lbs)

R1 8,754

R2 10,609

R3 2,809

R4 8,604

R5 2,589

MARK LOADS (lbs)

R6 10,967

R7 5,735

R8 3,769

R9 530

BRACED FRAME

BEAM

DENOTES DECK SPAN DIRECTION & DECK

DESCRIPTION

DENOTES MOMENT CONNECTION

DENOTED CONNECTION TO EXISTING CONCRETE

BEAM, SEE 2/S504

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:

MACHINE ROOM FLOOR

AND ROOF FRAMING PLANS

W.G. (BILL) HEFNER VAMC

BUILDING 2 ELEVATOR

INSTALLATION SPS/ SURGERY

SALISBURY, NC 28144

S105

659-20-202

06-10-2022

CONTRACT DOCUMENTS

DCASLW

1/4" = 1'-0"S105

1 MACHINE ROOM FLOOR FRAMING PLAN

1/4" = 1'-0"S105

2 MACHINE ROOM ROOF

Scale: 1/4"=1'-0"

1' 4' 8' 12'

Scale: 1/4"=1'-0"

1' 4' 8' 12'

ROOF FRAMING PLAN LEGEND

MACHINE ROOF FRAMING PLAN NOTES

MACHINE ROOM FRAMING PLAN NOTES

GROUND FLOOR

0"

2ND FLOOR

23' - 0"

1ST FLOOR

12' - 0"

F F.2 F.9

3RD FLOOR

34' - 0"

4TH FLOOR

45' - 0"

5TH FLOOR

56' - 0"

MAIN ROOF

68' - 6"

MACHINE ROOM

FLOOR FRAMING

PLAN

74' - 6"

MACHINE ROOM

ROOF

83' - 10"

HSS4X4X1/4

HSS4X4X1/4

HSS4X4X1/4

HSS4X4X1/4

HSS4X4X1/4

HSS4X4X1/4

H S

S 7X

7X 3/

H S

S 7X

7X 3/

HSS4X4X1/4

E

H S

S 7X

7X 3/

E

H S

S 7X

7X 3/

H

S S

7X 7X

3/

H S

S 7X

7X 3/

H

S S

7X 7X

3/

H S

S 7X

7X 3/

9' - 7"1' - 7"

S501

TYP.

SIM.

S502

3 TYP

S501

TYP.

OPP HAND

S502

1 TYP

S505

T=C=10.0 K

T=C=8.0 K

T=C=6.5 K

T=C=5.0 K

T=C=3.5 K

T=C=2.5 K

T=C=1.0 K

NOTE:

ALL LOADS SHOWN

ARE SERVICE LEVEL

GROUND FLOOR

0"

2ND FLOOR

23' - 0"

1ST FLOOR

12' - 0"

3.1 1.7

3RD FLOOR

34' - 0"

4TH FLOOR

45' - 0"

5TH FLOOR

56' - 0"

MAIN ROOF

68' - 6"

MACHINE ROOM

FLOOR FRAMING

PLAN

74' - 6"

MACHINE ROOM

ROOF

83' - 10"

H S

S 7X

7X 1/

H S

S 7X

7X 3/

H

S S

7X 7X

3/

H S

S 7X

7X 1/

H

S S

7X 7X

1/

H S

S 7X

7X 3/

E

H S

S 7X

7X 1/

E

H S

S 7X

7X 3/

12' - 0 1/2"

S502

3 TYP.

HSS4X

4X 1/4

HSS4X

4X

1/4

HSS4X

4X

1/4

HSS4X

4X

1/4

HSS4X

4X

1/4

HSS4X

4X1/4

HSS4X4X1/4

S501

5TYP.

S501

SIM.

OPP HAND

S502

1 TYP.

T=C=1.0 K

T=C=2.0 K

T=C =2

.5 K

T=C=3.0 K

T=C=4.0 K

T=C=4.5 K

T=C=6.0 K

NOTE:

ALL LOADS SHOWN

ARE SERVICE LEVEL

GROUND FLOOR

0"

2ND FLOOR

23' - 0"

1ST FLOOR

12' - 0"

3.11.7

3RD FLOOR

34' - 0"

4TH FLOOR

45' - 0"

5TH FLOOR

56' - 0"

MAIN ROOF

68' - 6"

MACHINE ROOM

FLOOR FRAMING

PLAN

74' - 6"

MACHINE ROOM

ROOF

83' - 10"

HSS4X4X1/4

HSS4X4X1/4

HSS4X4X1/4

HSS4X4X1/4

HSS4X4X1/4

HSS4X4X1/4

HSS4X4X1/4

H S

S 7X

7X 3/

H S

S 7X

7X 5/

H

S S

7X 7X

5/

H S

S 7X

7X 3/

H

S S

7X 7X

3/

H S

S 7X

7X 5/

E

H S

S 7X

7X 3/

E

H S

S 7X

7X 5/

12' - 0 1/2"

S501

SIM.

TYP.

S502

TYP.

S501

TYP.

OPP

HAND

S502

1 TYP.

T=C=6.0 K

T=C=5.0 K

T=C=3.5 K

T=C=3.0 K

T=C=2.0 K

T=C=2.0 K

T=C=1.0 K

NOTE:

ALL LOADS SHOWN

ARE SERVICE LEVEL

GROUND FLOOR

0"

2ND FLOOR

23' - 0"

1ST FLOOR

12' - 0"

F F.1

3RD FLOOR

34' - 0"

4TH FLOOR

45' - 0"

5TH FLOOR

56' - 0"

MAIN ROOF

68' - 6"

MACHINE ROOM

FLOOR FRAMING

PLAN

74' - 6"

MACHINE ROOM

ROOF

83' - 10"

F.8.1

E

W

X

W

X

W

X

W

X

W

X

HSS4X4X1/4

7' - 9 1/2"

9 1/2"

HSS

4X

4X 1/

S502

2TYP.

S505

6TYP.

S501

SIM.

TYP.

OPP

HAND

S502

T= C=1

.5

K

T=C=3.50 K

NOTE:

ALL LOADS SHOWN

ARE SERVICE LEVEL

GROUND FLOOR

0"

2ND FLOOR

23' - 0"

1ST FLOOR

12' - 0"

FG F.2F.9

3RD FLOOR

34' - 0"

4TH FLOOR

45' - 0"

5TH FLOOR

56' - 0"

MAIN ROOF

68' - 6"

MACHINE ROOM

FLOOR FRAMING

PLAN

74' - 6"

MACHINE ROOM

ROOF

83' - 10"

2L3-1/2X3-1/2X1/4 2L3-1/2X3-1/2X1/4

3' - 3" 9' - 7"

H S

S4 X4

X1 /4

H S

S 4X4X1/4

S501

S505

9TYP.

S502

1TYP.

S501

S502

1 TYP.

S502

3 TYP.

H S

S 7X

7X 5/

H S

S 7X

7X 1/

H

S S

7X 7X

1/

H S

S 7X

7X 5/

E

H S

S 7X

7X 1/

E

H S

S 7X

7X 5/

H S

S 7X

7X 1/

H S

S 7X

7X 5/

T= C

=1 .5

K T=C

=1.50 K

T=C=3.50 KT=C=3.50 K

NOTE:

ALL LOADS SHOWN

ARE SERVICE LEVEL

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:

FRAMING ELEVATIONS W.G. (BILL) HEFNER VAMC

BUILDING 2 ELEVATOR

INSTALLATION SPS/ SURGERY

SALISBURY, NC 28144

S201

659-20-202

06-10-2022

CONTRACT DOCUMENTS

DCASLW

1/4" = 1'-0"S201

1 Elevation 1 - a 1/4" = 1'-0"S201

2 Elevation 2 - a 1/4" = 1'-0"S201

3 Elevation 3 - a 1/4" = 1'-0"S201

4 Elevation 4 - a

Scale: 1/4"=1'-0"

1' 4' 8' 12' 1/4" = 1'-0"S201

5 Elevation 5 - a

2" 2"

1"

(2) 3/8" DIA. x 2 3/8" EMBED

ADHESIVE ANCHORS

L6x4x5/16 x 1'-0" LONG

AT 4'-0" O.C.

(2) 1/2" DIA. x4" EMBED

MASONRY ADHESIVE ANCHORS

ONE ANCHOR PER CELL

8" CMU WALL WITH #5@48"O.C.

VERTICAL AND #9 LADDER

REINFORCING AT 16" O.C.

L6x4x5/16 x 0'-8" LONG AT 4'-0" O.C. WITH (2) 3/8" DIA. x 2 3/8"

EMBED ADHESIVE ANCHORS

(EACH SIDE OF WALL)

EXISTING SLAB

EXISTING CONCRETE

FILLED METAL DECK

R E

F

0"

1 1/2" 5"

1 1/2"

A - A

A

A

STANDARD HOOK, BOND

BEAM NOT SHOWN FOR

CLARITY.

CMU WALL, SEE PLAN.

HORIZONTAL JOINT

REINFORCING AT 16" O.C.

CONTINUOUS VERTICAL

WALL REINFORCEMENT (NO

SPLICES), SEE SCHEDULE.

FILL ALL REINFORCED CELLS SOLID

WITH GROUT. DELAY APPROX. (5)

MINUTES (TO ALLOW EXCESS

WATER TO BE ABSORBED BY THE

CMU UNITS) AND THEN

CONSOLIDATE BY

MECHANICALLY VIBRATING.

PROVIDE FULL MORTAR

BED AT REINFORCED CELLS

MATCHING DOWELS

S E

E S

C H

E D

U L E

L A

P S

P L

IC

E

TOP OF FDN.

(OR PREVIOUS

WALL LIFT)

M A

X L

IF

T H

E

IG

H T

STOP LINE FOR

4'-8" LIFT

BAR DIA. "D"

EQUALEQUAL

S E

E S

C H

E D

U L E

L A

P S

P L

IC

E

A F

T E

R G

R O

U T

I N

L O

W E

R L

IF

T

I S

S

E T

L

A Y

-U P

R

E

IN

F O

R C

E

G R

O U

T N

E X

T

L

IF

T

0"

BLOCK OUTLINE NOT

SHOWN FOR CLARITY

VERT. BARS WITHIN

8" OF ALL CJ

(2)#5 SILLS

CONTROL JOINT (CJ)

LINTEL REINFORCING

#9 LADDER JOINT REINF.

@ 16" O.C. U.N.O.

SEE SCHEDULE

VERT. WALL REINF.

SEE SCHEDULE

VERT. WALL REINF.

TOP OF WALL

(3) LAYERS,

(2)#5 BAR MIN. @

TOP OF WALL U.N.O.

DISCONTINUE THRU C.J. U.N.O.

BAR DIAMETERS

24" OR 40

JAMB REINF.,

SEE JAMB DETAILS

4"

REINFORCING

SOLID GROUT FILL

SEE PLAN

TYPICAL

PLAN AT CORNER

PLAN AT

INTERSECTION

SECTION

48 BAR DIA.

TYPICAL

CONTINUOUS REINF., SEE

SECTIONS & DETAILS

SINGLE BAR

IN

C

E L L

C E

N T

E R

SOLID

GROUT TYP.

3/8"

MANUFACTURER CONTROL

JOINT INSTALLED PER

SUPPLIER'S REQUIREMENTS

VERTICAL REINFORCEMENT EACH

SIDE OF JOINT SAME SIZE AS TYP.

REINFORCING

CONTROL JOINT ON TRUE VERTICAL

PLACE, CAULKED EACH SIDE

NOTE: SEE ARCHITECTURAL

DRAWINGS FOR WALL

CONTROL JOINT LOCATIONS

LINTEL

SILL

(2)#5

16" BOND BEAM

HORIZ. REINF

@ 16" O.C.

SOLID GROUT FILL

(2)#5 EXTEND

2'-0" BEYOND

OPENING MIN.

BOND BEAM

@ SILL

(2)#5 EXTEND

2'-0" BEYOND

OPENING MIN.

HORIZ. REINF.

@ 16" O.C.

L

IN

T E

L H

E

IG

H T

S E

E S

C H

E D

B

O N

D B

E A

M

T O

P

FILL SOLID W//

GROUT

VERT. WALL

REINFORCING W/

STD. HK. SEE

SCHEDULE

T Y

P

4" TYP.

S E

E S

C H

E D

U L E

D

WALL WIDTH

SEE PLAN

NOTES:

1. SEE THE ARCHITECTURAL DWGS. FOR SIZE

AND LOCATION OF ALL OPENINGS.

2. PROVIDE 8" MINIMUM BEARING EACH END.

3. SCHEDULE APPLIES ONLY TO LINTELS NOT

OTHERWISE SHOWN.

4. CONTRACTOR TO PROVIDE TEMPORARY

SHORING UNTIL MASONRY HAS PROPERLY

SET (3 DAY MINIMUM).

LINTEL SCHEDULE

CLEAR SPAN "D" REINFORCING

LESS THAN 3'-0" 8" (2)#5

3'-0" TO 8'-0" 24"

(2)#5 TOP &

BOT

JAMB 1

WALL OPENING

8"x16" PILASTER

W/ (2)#5 BAR

TYPICAL WALL

REINFORCEMENT,

SEE PLAN

G A

P

1/ 2"

SLAB, SEE

PLAN

BEAM, SEE

PLAN

L8x4x7/16x1'-0" LSV AT 4'-0" O.C. WITH

(2) 1/2" DIA. x4" EMBED HILTI HY270

ANCHORS (1) PER CELL. CENTER

ANCHORS IN LONG SLOTTED

VERTICAL HOLES IN ANGLE LEG

3/16

HOIST WAY

(2) 3/8" DIA. x 2 3/8" EMBED

ADHESIVE ANCHORS

L6x4x5/16 x 1'-0" LONG

AT 4'-0" O.C.

(2) 1/2" DIA. x4" EMBED

MASONRY ADHESIVE ANCHORS

ONE ANCHOR PER CELL

8" CMU WALL WITH #5@48"O.C.

VERTICAL AND #9 LADDER

REINFORCING AT 16" O.C.

EXISTING 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:

MASONRY DETAILS W.G. (BILL) HEFNER VAMC

BUILDING 2 ELEVATOR

INSTALLATION SPS/ SURGERY

SALISBURY, NC 28144

S401

659-20-202

06-10-2022

CONTRACT DOCUMENTS

DCASLW

3/4" = 1'-0"S401

9 CMU WALL BRACING DETAIL

3/4" = 1'-0"S401

1 TYPICAL LOW-LIFT WALL CONSTRUCTION

3/8" = 1'-0"S401

2 TYPICAL WALL REINFORCING ELEVATION

3/4" = 1'-0"S401

3 TYPICAL BOND BEAM REINF. DETAILS

3/4" = 1'-0"S401

4 CMU BAR PLACEMENT DETAIL

3/4" = 1'-0"S401

5 TYPICAL CMU CONTROL JOINT DETAIL

3/4" = 1'-0"S401

7 TYPICAL BOND BEAM DETAIL

3/4" = 1'-0"S401

8 TYPICAL CMU LINTEL DETAIL

1 1/2" = 1'-0"S401

6 TYP. CMU JAMB DETAIL

3/4" = 1'-0"S401

10 CMU CONNECTION AT STEEL BEAM

R 1/ 2" T

YP

1/2" TYP

T O

N E

A R

E S

T

/4 k R

O U

N D

E D

U P bf

T O

N E

A R

E S

T

/4 k

R O

U N

D E

D U

P

ROUND UP TO NEAREST 1/4"

(b /2) + 1/2" f

STEEL BEAM,

SEE PLAN

L4x3x5/16 LENGTH AS

REQUIRED BY BOLT

QUANTITY

NOTE:

QTY OF FASTENERS TO BE

BASED ON THE BEAM SIZE.

C BEAML

BEAM SIZE

W8

W10

W12

W16

# OF 3/4" A325

BOLTS

W14

3" MAX.

S P

A C

E S

M A

X

M

IN

1/ 2"

M

IN

W18 5

1/4" CAP PLATE AT TOP OF

COLUMN

3/4" DIA ASTM

A-325 BOLTS

3/8" PLATE MIN.

NOTES:

1. QTY. OF FASTENERS, AS REQUIRED

FOR BEAM SIZE.

/2

/2

3/16

TYP.

1/8

AT TOP OF

COLUMN

HSS COLUMN,

SEE PLAN

4"

1 1/2"

1/2"

BEAM, SEE

PLAN

BEAM, SEE PLAN

BEAM SIZE

# OF 3/4"

A325 BOLTS

W12

W16 5

W14

W8, W10 2

62K

43K

43K

43K

Ф R n

W18 5 81K

BEAM, SEE PLAN

HSS COLUMN, SEE

PLAN

BEAM

BRACE

W.P.

1/2" GUSSET PL.

ERECTION BOLT (AT

CONTRACTOR'S OPTION)

SLOT TUBE FOR CONNECTION

TO GUSSET PL.

HSS BRACE,

SEE BRACED FRAME

ELEVATIONS

5/16 6

EA. SIDE

1/4 6 MIN

TYP

T/ STL

SEE PLAN

CL

1/4 6" MIN

1/81/4" CAP PLATE AT

TOP OF COLUMN

SEE TYPICAL

CONNECTION

DETAILS

1/4 3" MIN

EA. SIDE

1/4 6" MIN

TYP

T/ STL

SEE PLAN

CL

BEAM,SEE PLAN

BEAM

BRACE

W.P.

1/2" GUSSET PL.

ERECTION BOLT

SLOT TUBE FOR CONNECTION

TO GUSSET PL.

HSS BRACE,

SEE BRACED FRAME

ELEVATIONS

SEE TYPICAL CONNECTION DETAILS.

BEAM

1/4 6" MIN

1/2" 3/16 3/16

TYP

3/8" STIFFENER

PLATE EA. SIDE

COLUMN, SEE PLAN

BEAM, SEE PLAN

1/2"x0'-10"x0'-10"

BASE PLATE

3/16

C MIDSPAN OF BAY

COLD JOINT,

EXTEND REINFORCING

THRU JOINT

LC BEAML C BEAML

T/SLAB

SEE PLAN

EQUAL EQUAL

P L A

N

S E

E

CLEAN AND ROUGHEN SURFACE,

APPLY EPOXY BONDING AGENT

PRIOR TO PLACEMENT OF FRESH

CONCRETE ACCORDANCE WITH

MANUFACTURERS

RECOMMENDATIONS

EXISTING

CONCRETE BEAM

L6x6x3/8

DECK,

SEE PLAN

(6) 1/2" DIA. x 2 3/4"

EMBED. ADHESIVE

ANCHORS

BEAM

SEE PLAN

1 1/2"

1/

2"

NOTE:

1. DO NOT DAMAGE EXISTING REINFORCING DURING ANCHOR

INSTALLATION. LOCATE EXISTING REINFORCING THROUGH

NON-DESTRUCTIVE MEANS PRIOR TO SUBMISSION OF SHOP

DRAWINGS FOR REVIEW.

3/8" STIFF. PL.

EA. SIDE

WORK POINT

STEEL BEAM, SEE PLAN

BEAM

BRACEBRACE

1/2" GUSSET PL.

ERECTION BOLT

SLOT TUBE FOR

CONNECTION TO

GUSSET PL.

HSS BRACE,

SEE BRACED FRAME

ELEVATIONS

1/4 6

EA. SIDE

1/4 18 MIN.

TYP.

T/ STL

SEE PLAN

CENTER BETWEEN COLUMNS U.N.O.

CENTERED ON

STIFF PL LOCATION

3/16

TYP

1/2"

1 1/2"3"

1 1/2"

1/2"

1 1/2"3"

1 1/2"

3/8"x4 1/2"x1'- 4 1/2"

PLATE

BACK TO BACK

ANGLE BRACE,

SEE ELEVATIONS

3/4"DIA. ASTM

A325 BOLTS

1/2

2"

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 W.G. (BILL) HEFNER VAMC

BUILDING 2 ELEVATOR

INSTALLATION SPS/ SURGERY

SALISBURY, NC 28144

S501

659-20-202

06-10-2022

CONTRACT DOCUMENTS

DCASLW

3" = 1'-0"S501

1 TYPICAL COPE DETAIL

3/4" = 1'-0"S501

2 TYPICAL BEAM TO BEAM CONNECTION

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

3 TYPICAL BEAM TO HSS COLUMN DETAIL AT ROOF

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

TYPICAL SINGLE BRACE

CONNECTION DETAIL BELOW BEAM

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

TYPICAL SINGLE BRACE

CONNECTION DETAIL ABOVE BEAM

3/4" = 1'-0"S501

7 POST TO BEAM SECTION

3/4" = 1'-0"S501

8 TYPICAL SECTION THRU COMPOSITE SLAB

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

9 WIDE FLANGE TO CONCRETE BEAM CONNECTION

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

10 CHEVRON BRACE CONNECTION DETAIL

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

6 BACK TO BACK ANGEL BRACE CONNECTION

4' -0

N

E W

W O

R K

E X

IS

T

IN

G

E L E V A T O R T O W E R C O L U M N & F O U N D A T I O N S C H E D U L E

COLUMN MARK F.1-3.6 F.2-1.7 F.9-3.1F.2-3.1 F.9-1.7

H S

S x7 x3

/8

MACHINE ROOM FLOOR

EL. 783.05'

5th FLOOR

EL. 764.55'

4th FLOOR

EL. 753.55'

3rd FLOOR

EL. 742.55'

2nd FLOOR

EL. 731.55'

GROUND FLOOR

EL. 708.55'

FOUNDATION

W

X

MACHINE ROOM

ROOF EL. 792.38'

PC-4B

H S

S x7 x1

/2

H S

S x7 x3

/8

H S

S x7 x5

/8

S.P.D. ROOF & 1st FLOOR

EL. 720.55'

ELEVATION

16"x 16"

CONC. PIER

TOP EL.

709.17'

16"x 16"

CONC. PIER

TOP EL.

709.17'

16"x 16"

CONC. PIER

TOP EL.

709.17'

16"x 16"

CONC. PIER

TOP EL.

709.17'TOP OF FOUNDATION

EL. 777.05'

6th FLOOR

PC-16 PC-16 PC-16 PC-16

704.55' 703.38' 703.38' 703.38' 703.38'

TOP OF COLUMN

EL. 724.55' FIELD VERIFY

H S

S x7 x3

/8

H S

S x7 x1

/2

H S

S x7 x3

/8

H S

S x7 x5

/8

H S

S x7 x3

/8

H S

S x7 x1

/2

W

X

W

X

H S

S x7 x3

/8

H S

S x7 x5

/8

H S

S x7 x3

/8

H S

S x7 x1

/2

W

X

H S

S x7 x3

/8

H S

S x7 x5

/8

EXISTINGEXISTINGEXISTINGEXISTINGEXISTING

E X

IS

T

E X

IS

T

E X

IS

T

E X

IS

T

E X

IS

T

EXIST. EXIST. EXIST. EXIST.

F

IE

LD

V

E R

IF

Y

7"

11/2" 2" 2" 11/2"

1'- 01 / 2"

11 / 2" 3" 13 / 4"

13 / 4"3" 11 / 2"

11 / 2" 11 / 2"

11 / 2" 3"

3" 11 / 2"

11/4"

23/4" 23/4"

11/4"

1'- 01 / 2"

FIN

IS

H

TO

B

EA

R

FIN

IS

H

TO

B

EA

R

PL.-8"x 3/8"x 12 1/2" W/ 8

3/4"∅ A325 SC BOLTS (EA. SIDE )

PL.-7"x 3/8"x 6" W/ 4

3/4"∅ A325 SC BOLTS

6"

FIN

IS

H

TO

B

EA

R

FIN

IS

H

TO

B

EA

R

WIDE FLANGE COLUMN

S502

TYP. @ WIDE

FLANGE

S502

TYP AT

TUBE

S502

S502

TYP

E X

IS

T

IN

G

H S

S C

O

LU

M N

CJP

1" x COLUMN WIDTH x

COLUMN DEPTH PLATE

NEW COLUMN

CJP

CJP

1" x COLUMN WIDTH x

COLUMN DEPTH PLATE

NEW COLUMN

CJP

NEW COLUMN

E X

IS

T

IN

G

C O

LU

M

N

CJP

1" x COLUMN WIDTH x

COLUMN DEPTH PLATE

NEW COLUMN

CJP

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 W.G. (BILL) HEFNER VAMC

BUILDING 2 ELEVATOR

INSTALLATION SPS/ SURGERY

SALISBURY, NC 28144

S502

659-20-202

06-10-2022

CONTRACT DOCUMENTS

DCASLW

NTSS502

1 HSS COLUMN SPLICE DETAIL

1 1/2" = 1'-0"S502

2 WIDE FLANGE COLUMN SPLICE DETAIL

3/16" = 1'-0"S502

3 HSS COLUMN SPLICE DETAIL

3/16" = 1'-0"S502

4 COLUMN SPLICE DETAIL

1'- 0" 7"

21 / 4"

5/8" 7"

51 / 2"

2"

3"

TO FOB

3/16

3/16

3/16

1.7

SEE ARCH. FOR

BRICK -

SEE ARCH.

TOP PL.-6 1/2"x 5/16"x 5 1/2" W/

2-M20 BLIND BOLTS @ 3" O/C

SEAT PL.-6 1/2"x 3/8"x 5 1/2" W/

2-M20 BLIND BOLTS @ 3" O/C

L6x6x3/8

STIFF. PL.-7 1/2"x 3/8"x 12"

DOUBLER PL.-16 1/2"x 5/8"x 5 1/2"

METAL STUD WALL

CENTERED ON SEAT PLATE &

CENTERED ON COLUMN

SLAB, SEE PLAN

CENTERED ON STIFF. PLATE

DOUBLER PLATE

DOUBLER PL.

SEAT PL.

STIFF. PL.

BEAMS NOT SHOWN

MACHINE ROOM FLOOR

SLAB PLAN

SEE PLAN

HSS COL,

SEE PLAN

BEAM,

SEE PLANBEAM,

SEE PLAN

NOTE:

STUDS NOT SHOWN FOR CLARITY

2'-10 1/2"7"

SEE PLAN

TO FOB

3/16 2-12

CL

SEE ARCH. FOR

METAL STUD WALL

SLAB, SEE PLAN

DECK, SEE PLAN

SLAB PLAN

MACHINE ROOM

HSS8x4x3/8 (LSV)

STUB,

SEE PLAN

COLUMN,

SEE PLAN

BEAM,

SEE PLAN

3/8" GUSSET

1/4

L6x6x3/8

SEE 2/S505

FOR

CONNECTION

DETAILS

9"7"

1'- 0"2"

C L R

3/4"

1'-2"

TO FOB 2-12

3/16 2-12

3/16 2-12

1/4

CJP

/4

F.9

SEE ARCH. FOR

METAL STUD WALL

BRICK -

SEE ARCH.

BEAM, SEE PLAN

HSS, SEE PLAN

HSS , SEE PLAN

L6x6x3/8

HOISTWAY

2-#4 CONT.

HSS COL., SEE PLAN

PL. 1'-9"x 1/4" CONT.

POUR STOP BY

DECK FABRICATOR

LAP 2'-0"

3/4" DIA X 4" HEADED STUDS

AT 1'-0" O.C. UNIFORMLY SPACED

1' -9

1' -2

7"

1'- 7" 2'-0"

1'-5" 7"

4"

4"

9"

9" 2'-10"

TO FOB

T O

F O

B

3/16"

3/16 T&B

3/16

3/16

3/16

F

1.7

F.2

L6x6x3/8

L6x6x3/8

PL.5/16"x 3"x 0'-7" T&B

BRICK -

SEE ARCH.

L6x6x1/4x0'-6" LONG

TOP TIE-BACK: 6-1/2x3x1/4 x

5" BENT PLATE SLV. TOP OF

TIE-BACK = TOP OF HSS

8x4. HERE & AT COL. F.9.

HSS COL,

SEE PLAN

BEAM,

SEE PLAN

BEAM,

SEE PLAN

BEAM,

SEE PLAN

BEAM,

SEE PLAN

BEAM, SEE

PLAN

HSS8x4

(LSV)

3/8" GUSSET A

A

A - A

3/16

1/4

S504

BEAM,

SEE PLAN

BEAM,

SEE PLAN

3/16

3/16

3 SIDES

TYP.

COPE AS

REQUIRED

L4x4x1/4x0'-6"

LONG

BEAM, SEE

PLAN

BEAM, SEE

PLAN

4"x4"x1/4x0'-6" LONG

BENT PLATE

3/16

TYP

3/16

TYP.

NOTE:

SIM CONDITION OCCURS AT

WIDE FLANGE

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 W.G. (BILL) HEFNER VAMC

BUILDING 2 ELEVATOR

INSTALLATION SPS/ SURGERY

SALISBURY, NC 28144

S503

659-20-202

06-10-2022

CONTRACT DOCUMENTS

DCASLW

1 1/2" = 1'-0"S503

1 SECTION

1 1/2" = 1'-0"S503

2 SECTION

1 1/2" = 1'-0"S503

3 SECTION

1 1/2" = 1'-0"S503

4 PLAN DETAIL

1" = 1'-0"S503

5 CONNECTION DETAIL

1" = 1'-0"S503

6 CONNECTION DETAIL

1'-0"7" 9"

21 / 4"

5/8"10"

51 / 2"

2"

5"

8"

51 / 4"2"

TO FOB

3/16

3/16

3/16

3/16 3-12

3/16

ANGLE TO COL.

PLATE TO TUBE

1/4 3

1" END RETURN

TOP & BOT.

2-12

1/4 3

1" END RETURN

TOP & BOT.

3/16 3-12

1.7

SEE ARCH. FOR

BRICK - SEE ARCH.

SEAT PL.-10"x 3/8"x 5 1/2" W/

2-M20 BLIND BOLTS @ 3" O/C

L6x6x3/8

METAL STUD WALL

CENTERED ON STIFF. PLATE

DOUBLER PL.

SEAT PL.

STIFF. PL.

2-#4 CONT.

LAP 2'-0"

TOP TIE-BACK ANGLE: 6 1/2x3x1/4 x 5" SLV BENT PLATE

TOP OF BENT PLATE = TOP OF HSS

DOUBLER PL.-16 1/2"x 5/8"x 5 1/2"

CENTERED ON COLUMN

STIFF. PL.-10"x 3/8"x 12"

CENTERED ON SEAT PLATE &

DOUBLER PLATE

COORD. ELEV.

WITH ARCH.

3/4" DIA X 4" HEADED STUDS

AT 1'-0" O.C. UNIFORMLY SPACED

NOTE:

1. FIREPROOFING SHOWN FOR REFERENCE, REFER TO

ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR

REQUIREMENTS

2. STUDS NOT SHOWN FOR CLARITY.

SEE PLAN

HSS COL,

SEE PLAN

BEAM,

SEE

PLAN

BEAM,

SEE

PLAN

3/8"x1'-9"x CONT. A36 PLATE

BRICK -

SEE ARCH.

2'-10"7"

TO FOB

3/16 2-12

F.2

SEE ARCH. FOR

METAL STUD WALL

SLAB, SEE PLAN

DECK, SEE PLAN

SLAB PLAN

MACHINE ROOM

BEAM, SEE

PLAN

BEAM,

SEE PLAN

COLUMN,

SEE PLAN

3/8" GUSSET

SEE PLAN

L6x6x3/8

1/4 T&B

1/4

S E

E A

R C

H

SEE 3/S505 FOR

CONNECTION DETAILS

NOTE:

1. STUDS NOT SHOWN FOR CLARITY.

1"

SEE PLAN

DECK, SEE PLAN

WWF 6x6-W2.9xW2.9

3/8" STIFFENER PLATE,

PROVIDE VERTICAL LONG

SLOTTED HOLES ON

CONNECTION SIDE

W16

EXISTING STRUCTURE

REMOVE

EXISTING BRICK

2L8x6x3/8x1'-0"

LONG

1/

2"

9"

1/

2"

1 1/2" 1 1/2"

4 1/2" 4 1/2"A

A

A - A

1/

2"

9"

1/

2"

2"

2"

(2) 3/4" DIA. ASTM

A325 BOLTS

(4) 1/2" x 2 3/4"

EMBED HILTI HY200

ANCHORS

2L8X6x3/8x1'-0" LONG

EXISTING

CONCRETE BEAM

SADFASDF

NOTE:

1. DO NOT DAMAGE EXISTING REINFORCING DURING ANCHOR

INSTALLATION. LOCATE EXISTING REINFORCING THROUGH

NON-DESTRUCTIVE MEANS PRIOR TO SUBMISSION OF SHOP

DRAWINGS FOR REVIEW.

BEAM, SEE

PLAN

HSS8x4

3/8" GUSSET

A

A

A - A

3/16 T Y

P

1/ 2"

3/8" GUSSET

3/16

TYP.

BEAM,

SEE PLAN

BEAM,

SEE PLAN

3/8" GUSSET

3/16

TYP.

BEAM,

SEE PLAN

BEAM,

SEE PLAN

1/4"x3"TALLxCONT BENT PLATE.

LEG LENGTH VARIES BASED ON

DECK, SEE PLAN

3/16 2@12''

ROOF DECK

SEE PLAN

S E

E A

R C

H

SEE ARCH FOR

METAL STUD WALL

STUD CONNECTION

TO STEEL , ALLOW

FOR ±1" MOVEMENT

3/16 2@12''

ROOF DECK

1/4"x3"TALLxCONT BENT PLATE.

LEG LENGTH VARIES BASED ON

DECK, SEE PLAN

SEE PLAN

S E

E A

R C

H

SEE ARCH FOR

METAL STUD WALL

STUD CONNECTION

TO STEEL , ALLOW

FOR ±1" MOVEMENT

BRICK,

SEE ARCH

BEAM, SEE PLAN

BEAM,

SEE PLAN

5 1/4"x9"x1/4"

BENT PLATE

5 1/4"x3"x1/4"

BENT PLATE

3/16

L5x5x3/8

3/16 2@12

3/16 2@12

9"

SLAB, SEE

PLAN

A R

C H

S E

E

COLUMN,

SEE PLAN

BEAM,

SEE PLAN

3/4"x9"x1'-0" COLUMN

CAP PLATE1/4

3/16

1' - 0"

3/16

3/8" STIFFENER

PLATES EA. SIDE

COLUMN,

SEE PLAN

BEAM,

SEE PLAN

3/4"x7"x0'-9" COLUMN

CAP PLATE

1/4

3/16

9"

3/8" STIFFENER

PLATES EA. SIDE

3/16

BEAM,

SEE PLAN

SLAB,

SEE PLAN

1/4"x5/14" TALLxCONT

BENT PLATE.

3/16

PLAN

SEE

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 W.G. (BILL) HEFNER VAMC

BUILDING 2 ELEVATOR

INSTALLATION SPS/ SURGERY

SALISBURY, NC 28144

S504

659-20-202

06-10-2022

CONTRACT DOCUMENTS

DCASLW

1 1/2" = 1'-0"S504

1 SECTION

1 1/2" = 1'-0"S504

2 SECTION

1 1/2" = 1'-0"S504

3 SECTION

1 1/2" = 1'-0"S504

5 CONNECTION DETAIL

1 1/2" = 1'-0"S504

6 CONNECTION DETAIL

1 1/2" = 1'-0"S504

7 PERPENDICULAR ROOF DECK EDGE DETAIL

1 1/2" = 1'-0"S504

8 PARALLEL ROOF DECK EDGE DETAIL

1" = 1'-0"S504

9 SECTION

1" = 1'-0"S504

10 SECTION AT TOP OF COLUMN

1" = 1'-0"S504

11 SECTION AT TOP OF COLUMN

1 1/2" = 1'-0"S504

4 SECTION

SEE PLAN

E.O.D.

3/8" GUSSET EA SIDE

OF BEAM AT 4'-0" O.C.

L6x6x3/8xCONT

2L3x3x3/8 AT 4'-0" O.C.

3/16

EA SIDE

3/16

TYP

3/16

TYP

S E

E A

R C

H

BEAM,

SEE PLAN

COLUMN

SEE PLAN

NOTE:

1. CONNECTION DESIGN BY CONTRACTORS CONNECTION DESIGN

ENGINEER. SEE PLANS FOR CONNECTION FORCES.

2. BOLTED MOMENT CONNECTION CAN BE USED AT CONTRACTORS OPTION.

TYP.

SINGLE PLATE

CONNECTION

STIFFENER PLATE

AS REQUIRED

PLATE

W S

FP WELD. OPTIONAL IF

SINGLE PLATE NOT

PROVIDED

HSS COLUMN,

SEE PLAN

TYP

SINGLE PLATE

CONNECTION

PLATE WITH CUT-OUT

FOR HSS

B Y

D E

S

IG

N A

S R

E Q

U

IR

E D

M

IN3"

NOTE:

1. CONNECTION DESIGN BY CONTRACTORS CONNECTION DESIGN ENGINEER.

SEE PLANS FOR CONNECTION FORCES.

2. BOLTED MOMENT CONNECTION CAN BE USED AT CONTRACTORS OPTION.

A A

A-A

BEAM,SEE PLANBEAM,SEE PLAN

L8"x6"x7/16"xCONT

AT ELEVATOR DOOR

BEAM,

SEE PLAN

3.1

SLAB,

SEE PLAN

SEE PLAN

3/16

COORDINATE WITH

ELEVATOR MANUF.

1/2" DIA.x 2'-0" LONG

DEFORMED BAR

ANCHOR AT 1'-0" O.C.

3/16 3/16 2@12

BEAM, SEE PLAN

HSS COLUMN,

SEE PLAN

BEAM

BRACE

W.P.

1/2" GUSSET PL.

ERECTION BOLT (AT

CONTRACTOR'S OPTION)

SLOT TUBE FOR CONNECTION

TO GUSSET PL.

HSS BRACE,

SEE BRACED FRAME

ELEVATIONS

5/16 6

EA. SIDE

1/4 6 MIN

TYP

T/ STL

SEE PLAN

CL

1/4 6" MIN

1/4

3/4" CAP PLATE AT

TOP OF COLUMN

3/8" STIFFENER

PLATES EA. SIDE

3/16

3/16

1/4 3" MIN

EA. SIDE

1/4 6" MIN

TYP

T/ STL

SEE PLAN

CL

BEAM,SEE PLAN

BEAM

BRACE

W.P.

1/2" GUSSET PL.

ERECTION

BOLT

SLOT TUBE FOR CONNECTION

TO GUSSET PL.

HSS BRACE,

SEE BRACED FRAME

ELEVATIONS

BEAM

1/4 6" MIN

EXISTING BEAM

EXISTING COLUMN

EXISTING BEAM

HSS8x8x3/8x1'-8" LONG

1/4" CAP PLATE TYP.

1/8

TYP.

1/4

TYP.

1/4

TYP.

1/8

1/4" CAP

PLATE TYP.

HSS8x8x3/8"x1'-0" LONG

3/16

TYP.

3/16

TYP.

F.9

3.1

TYP

BACKING

BAR, TYP.BEAMS, SAME DEPTH

3/8" PLATE

NOTE:

1. CONNECTION DESIGN BY CONTRACTORS CONNECTION DESIGN

ENGINEER. SEE PLANS FOR CONNECTION FORCES.

2. BOLTED MOMENT CONNECTION CAN BE USED AT CONTRACTORS OPTION.

1/4 3" MIN

EA. SIDE

1/4 6" MIN

TYP

T/ STL

SEE PLAN

CL

BEAM,SEE PLAN

BEAM

BRACE

W.P.

1/2" GUSSET PL.

ERECTION

BOLT

SLOT TUBE FOR CONNECTION

TO GUSSET PL.

HSS BRACE,

SEE BRACED FRAME

ELEVATIONS

BEAM

1/4 6" MIN

COLUMN,

SEE PLAN

DECK SEE PLAN

BEAM SEE PLAN

PARAPET STUD SAME

AS WALL STUD BELOW.

TRACK TOP AND BOTTOM

3/16

L3x3x1/4xCONTS E

E A

R C

H

E.O.D SEE PLAN

BEAM SEE PLAN

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 W.G. (BILL) HEFNER VAMC

BUILDING 2 ELEVATOR

INSTALLATION SPS/ SURGERY

SALISBURY, NC 28144

S505

659-20-202

06-10-2022

CONTRACT DOCUMENTS

DCASLW

1" = 1'-0"S505

1 SECTION AT RELIEF ANGLE

1 1/2" = 1'-0"S505

CONCEPTUAL MOMENT

CONNECTION DETAIL AT FLOOR

1" = 1'-0"S505

CONCEPTUAL MOMENT

CONNECTION AT HSS COLUMN

1 1/2" = 1'-0"S505

4 SECTION

1 1/2" = 1'-0"S505

TYPICAL SINGLE BRACE

CONNECTION DETAIL BELOW BEAM

1 1/2" = 1'-0"S505

SINGLE BRACE MOMENT

CONNECTION DETAIL ABOVE BEAM

1" = 1'-0"S505

7 ENLARGED PLAN AT EXIST COLUMN

1" = 1'-0"S505

CONCEPTUAL WELDED

BEAM MOMENT CONNECTION

1 1/2" = 1'-0"S505

SINGLE BRACE MOMENT

CONNECTION DETAIL ABOVE BEAM

1" = 1'-0"S505

10 SECTION