S02 drawings Structural-Final .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:

Bldg.1

STRUCTURAL NOTES CORRECT SAFETY AND

FCA ISSUES FOR SPS

BECKLEY, WEST VIRGINIA

S001

517-19-301

06-04-2021

FINAL SUBMITTAL

BCGSLW

A401

1NEW A IR HANDL I NG UNI T

SEE MECHANI CAL DWGS .

UP

RAMP DN

RAMP DN

ROLLING SHUTTER

ROLLING SHUTTER

5'6" PASS THRU

REMOVE EAS T

LOUVER &

PORT ION OF

WALL BELOW

TO ALLOW FULL

10 '-8" OPENING

SUPPLY

1A-105

STERI LE

LOUVER TO BE INS TALLED

NOTE: SEE SHEET A4 01

FOR LOUVER DETAI LS

24 24.1

H.5

K

L

M

M.5

24.5 27

R E

F

9'

R E

F

R E

F

R E

F

EXISTING

CONCRETE

COLUMN, TYP.

EXISTING

CONCRETE

BEAM, TYP.

EXISTING 7"

REINFORCED

CONCRETE SLAB

B E

A M

, S E

E N

O

TE

/4

F R

O M

F A

C E

O F

S E

E N

O T

E

3'

SEE NOTE 2

8' - 4"

SEE NOTE 2

9' - 0"

B E

A M

, S E

E N

O

TE

/4

F R

O M

F A

C E

O F

S502

TYP.

S502

TY

P.

S502

S E

E N

O T

E

3'

2' - 6" 2' - 6"

REF

9' - 0"

REF

26' - 4"

REF

1' - 9"

REF

7' - 3"

H S

S

X 4X

1/

H S

S

X 4X

1/

HSS10X4X1/4

HSS10X4X1/4

H S

S

X 4X

1/

H S

S

X 4X

1/

HSS10X4X1/4

HSS10X4X1/4

NEW FLOOR DRAIN, SEE

PLUMBING DRAWINGS

AND NOTE 7

1. REF DENOTES FOR REFERENCE ONLY. FIELD VERIFY

2. COORDINATE LOCATION OF ROOF PENETRATIONS WITH

MECHANICAL DRAWINGS AND ACTUAL EQUIPMENT

PURCHASED

3. DO NOT OVERCUT OPENINGS

4. NEW STEEL SHALL BE INSTALLED PRIOR TO INSTALLATION OF

NEW DECK PENETRATIONS

5. PROVIDE NON-SHRINK GROUT BETWEEN NEW STEEL AND

EXISTING SLAB TO PROVIDE POSITIVE BEARING WHERE

REPAIRED

6. ALL HSS 10x4 SHALL BE LSV

7. LOCATE EXISTING SLAB REINFORCING (TOP AND BOTTOM) OF

SLAB THROUGH NON-DESTRUCTIVE MEANS PRIOR TO

INSTALLING NEW PENETRATIONS. DO NOT CUT EXISTING

REINFORCING DURING INSTALLATION.

8. E-XXXX INDICATES EXISTING BEAM.

EXISTING BEAM/COLUMNS

NEW BEAM

DENOTES AREA OF SLAB DEMO FOR NEW DUCT

PENETRATION

PLAN

NORTH

TRUE

NORTH

24 24.1

H.5

K

L

M

M.5

24.5 27

E-B520 E-B521 E

-S B

E -S

B

E

-S B

E -B

E-B524 E-B525

E-B528 E-B529

E-B524 E-B525

E-B532 E-B533

E -S

B

E -B

E -B

E -B

E -B

REF

1' - 9"

REF

7' - 3"

REF

9' - 0"

REF

26' - 4"

R E

F

9'

R E

F

R E

F

R E

F

E -S

B

E

-S B

E -S

B

M A

X 1'

M A

X

2'

M A

X

3'

M A

X 1'

EXISTING 7"

REINFORCED

CONCRETE SLAB

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

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:

Bldg.1

FIRST FLOOR FRAMING

PLAN

CORRECT SAFETY AND

FCA ISSUES FOR SPS

BECKLEY, WEST VIRGINIA

S101

517-19-301

06-04-2021

FINAL SUBMITTAL

BCGSLW

1/4" = 1'-0"S101

1 FIRST FLOOR ROOF FRAMING PLAN

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

1' 4' 8' 12'

FIRST FLOOR FRAMING PLAN NOTES

FRAMING PLAN LEGEND

KEY PLAN

1/4" = 1'-0"S101

2 FIRST FLOOR FRAMING PLAN

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

1' 4' 8' 12'

3/4" = 1'-0"S101

TYPICAL SLAB ON GROUND

REPAIR DETAIL AT BASEMENT PIPING

NOTE:

RE-USE EXISTING EQUIPMENT SUPPORTS AT AHU-

SPS. COORDINATE WITH ACTUAL EQUIPMENT

PROVIDED PRIOR TO SUBMISSION FOR REVIEW.

H

F

D

25 2624

E

C

H.1

26.5 28.1 28.5

B.95

24.1

REF

17' - 7 1/2"

REF

16' - 4 1/2"

REF

16' - 3 3/4"

REF

2' - 0"

REF

7 3/4"

REF

11' - 10 1/4"

REF

10' - 0"

R E

F

1/

2" R

E F

R E

F

3'

R E

F

9'

R E

F

/2

R E

F

1'

1/ 2"

REF

1' - 9"

S E

E N

O T

E

HSS10X8X1/2

HSS10X4X1/4

H S

S

X 4X

1/

H S

S

X 4X

1/

S E

E N

O T

E

5'

HSS4X4X1/4

S501

S501

TYP

8' - 9 1/4"4' - 1"

18' - 1"

S501

9TYP

S501

S501 9 11

S501

EXISTING CONCRETE

BEAM TYP

EXISTING CONCRETE

COLUMN TYP

EXISTING CONCRETE

BEAM TYP

EXISTING CONCRETE

COLUMN TYP

EXISTING CONCRETE

JOIST TYP

EXISTING HSS 4x4

COLUMN

W8X18

W8X18

W14X22

W8X18

W8X18

W8X18

W8X18 W8X18

W8X18

W8X18

W8X18

W8X18

W8X18

W8X18E-

E-

E-

E-

E-

E-

E-

E-

E-

E-

E-

E-

E-

E-

W14X22 W14X22

W

X

W

X

W 8X

W

X

W 8X

E- E-

E

E

E

E

E

- E -W

X

24.5 27

HSS4X4X1/4

HSS4X4X1/4

T/STL = +48'-5 1/2"

FFE EXIST.

+45'- 6"

FFE EXIST.

+47'- 6"

T/STL = +48'-5 1/2"

T /S

T L

+4

8' -5

/2

T /S

T L

+4

8' -5

/2

HSS6X2X1/4

HSS6X2X1/4

S502

NEW FLOOR DRAIN, SEE

PLUMBING DRAWINGS

AND NOTE 4

NEW FLOOR DRAIN, SEE

PLUMBING DRAWINGS

AND NOTE 4

PROVIDE BRICK LINTEL

AS SHOWN ON 4/S502

S501

TYP.

S502

SEE NOTE 6

7' - 6 1/2"

SEE NOTE 6

10' - 6 1/2"

AHU-1

1' - 3"

HSS4X4X1/4

SEE ARCH

TYP

PLAN

NORTH

TRUE

NORTH

EXIST CONCRETE BEAM

NEW STEEL BEAM

EXISTING STEEL BEAM

EDGE OF DECK

DENOTES DECK SPAN DIRECTION

INDICATES FINISHED FLOOR ELEVATION

E-WXxXX

WXxXX

FFE

1. CONTRACTOR FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS

PRIOR TO SUBMISSION OF SHOP DRAWINGS FOR REVIEW.

2. REF DENOTES FOR REFERENCE ONLY. FIELD VERIFY

3. COORDINATE STEEL LOCATION WITH ACTUAL EQUIPMENT PROVIDED

PRIOR TO SUBMISSION OF SHOP DRAWINGS.

4. LOCATE EXISTING SLAB REINFORCING (TOP AND BOTTOM) OF SLAB

THROUGH NON-DESTRUCTIVE MEANS PRIOR TO INSTALLING NEW

PENETRATIONS. DO NOT CUT EXISTING REINFORCING DURING

INSTALLATION.

5. DO NOT DAMAGE EXISTING REINFORCING DURING ANCHOR

INSTALLATION.

6. COORDINATE WITH ACTUAL EQUIPMENT PURCHASED

HC MALE /

FEMALE STAFF

TOILET5B-120

CLOSET

5AB-106A

CART

LIFT

MALE /

FEMALE

STAFF

TOILET5AB-111

HC MALE /

FEMALE

TOILET5B-121

MALE /

FEMALE

PATIENTS

TOILET5B-112A

HOUSE

KEEPING5B-109

HAC

MECH

RM5A-123

FIRE PROTECTION

FIRE PROTECTION

FIRE PROTECTION

STORAGE

5AB-112

NURSES STATION

5B-112

CORRIDORHALLWAY

ELEVATOR

P-1 ELEVATOR

S-3

ELEVATOR

P-2

ST-3

ELECTRICAL RM

5A-117

CORRIDOR

STORAGE

5A-116

ST-5

ELEVATOR

PS-1

ELEVATOR

PS-2

ST-6

WOMENS LOCKER

5AB-101

RECEPTION

/ OFFICE5AB-104

LOCKER

5AB-103MENS

TOILET5AB-102

WAITING AREA

5B-101

RECEPTION

5B-102

PROCEDURE

RM5B-103

ENDOSCOPY

PROCEDURE RM5B-107

MECHANICAL

5B-108

OFFICE

5B-110

HC MALE /

FEMALE

PATIENT

TOILET5B-111

PATIENT RECOVERY

5B-113

SOILED

LINEN5B-115

MECH RM

5B-114

SUPPLY RM

5B-116

EXAM RM

5B-117

PRF-

ANESTHESIA5B-118

LOUNGE

5B-119

CORRIDOR

TELEPHONE RM

5AB-110

BIO-MEDICAL ENGG

5AB-106

STORAGE

5A-108

BMET

SHOP5AB-109

BMET

SHOP5A-107

STAIR

TOILET

TOILET

STAIR

STAIR

STAIR

UTILITY SHAFT

UTILITY SHAFT

UTILITY SHAFT

5A-106

WHTR

5B-104

RA D I A N T P A N E L

FA N C O I L

FA N C O I L

NEW

STORAG

E

SYSTEM

NEW

STORAG

E

SYSTEM

NEW ON-

DEMAND

WATER HEATER

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:

Bldg.1

5TH FLOOR FRAMING PLAN CORRECT SAFETY AND

FCA ISSUES FOR SPS

BECKLEY, WEST VIRGINIA

S102

517-19-301

06-04-2021

FINAL SUBMITTAL

BCGSLW

1/4" = 1'-0"S102

1 5TH FLOOR FRAMING PLAN

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

1' 4' 8' 12'

5TH FLOOR FRAMING PLAN LEGEND

5TH FLOOR FRAMING PLAN NOTES

KEY PLAN

PLAN

NORTH

TRUE

NORTH

1. CONTRACTOR FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR

TO SUBMISSION OF SHOP DRAWINGS FOR REVIEW.

2. REF DENOTES FOR REFERENCE ONLY. FIELD VERIFY

3. T/STEEL = +9'-10 5/8" ABOVE EXISTING FINISHED FLOOR. MATCH TOP OF

STEEL OF ADJACENT EXISTING STEEL.

4. LOCATE EXISTING SLAB REINFORCING (TOP AND BOTTOM) OF SLAB THROUGH

NON-DESTRUCTIVE MEANS PRIOR TO INSTALLING NEW PENETRATIONS. DO

NOT CUT EXISTING REINFORCING DURING INSTALLATION.

5. DO NOT DAMAGE EXISTING REINFORCING DURING ANCHOR INSTALLATION.

EXIST CONCRETE BEAM

NEW STEEL BEAM

EXISTING STEEL BEAM

EDGE OF DECK

DENOTES DECK SPAN DIRECTION

E-WXxXX

WXxXX

H

F

D

25 2624

E

C

H.1

26.5 28.1 28.5

B.95

E- W8X18 E- W8X18

E- W8X18

E

W

X

E- W8X18

E- W8X18 E- W8X18

E- W8X18E- W8X18

E- W8X18 E- W8X18

E- W8X18E- W8X18

E- W8X18 E- W8X18

E- W8X18E- W8X18

E- W8X18 E- W8X18

E

W

X

E

W 8X

E

W

8X

E

W 8X

E

W 8X

REF

17' - 7 1/2"

REF

16' - 4 1/2"

REF

16' - 3 3/4"

REF

2' - 0"

REF

7 3/4"

REF

11' - 10 1/4"

REF

10' - 0"

R E

F

1/

2" R

E F

R E

F

3'

R E

F

9'

R E

F

/2

R E

F

1'

1/ 2"

24.1

W8X18

W8X18

W8X18

W 8X

W8X18

W8X18

W8X18

W 8X

W 8X

HSS4X4X1/4

HSS4X4X1/4HSS4X4X1/4

1' - 9"

3" E

O D

EOD

7 1/2"

EOD

9"

1.5B16 STEEL

ROOF DECK

S501

S501

1/

2" E

.O .D

W8X18 W8X18

S501

TYP

TYP

TYP

E Q

E Q

E Q

E Q

EXISTING CONCRETE

BEAM TYP

EXISTING CONCRETE

COLUMN TYP

EXISTING CONCRETE

BEAM TYP

EXISTING CONCRETE

COLUMN TYP

EXISTING CONCRETE

JOIST TYP

EXISTING HSS 4x4

COLUMN

EXISTING HSS 4x4

COLUMN

S501

S501

S501

S501

W 8X

W 8X

W

8X

W 8X

NEW OPENING IN

EXISTING WALL,

SEE ARCH.

S103

24.5 27

HSS6X2X1/4

HSS6X2X1/4

S501

S501

S502

W8X18W8X18

BEARING TYP.

4" MIN.

NEW LINTEL,

SEE SECTION

S501

NOTES:

1. CONTRACTOR SHALL BE RESPONSIBLE

FOR ALL SHORING DESIGN REQUIRED

TO INSTALL NEW WORK.

COORD W/ ARCH

3' - 0"

C O

O R

D W

/ A R

C H

4'

EXISTING CMU,

FIELD VERIFY

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:

Bldg.1

6TH FLOOR FRAMING PLAN CORRECT SAFETY AND

FCA ISSUES FOR SPS

BECKLEY, WEST VIRGINIA

S103

517-19-301

06-04-2021

FINAL SUBMITTAL

BCGSLW

6TH FLOOR FRAMING PLAN NOTES

6TH FLOOR FRAMING PLAN LEGEND

1/4" = 1'-0"S103

1 6TH FLOOR FRAMING PLAN

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

1' 4' 8' 12'

3/4" = 1'-0"S103

2 ELEVATION AT INTERIOR WALL OPENING

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

1' 2' 4' 8'

KEY PLAN

1 1/2"

/2

3"

STEEL COLUMN,

SEE PLAN

5/16

13/16'' DIA. HOLE FOR 1/2"

POST INSTALLED ANCHOR

BOLTS

3/4" THICK BASE PLATE, U.N.O.

CL

CL

NOTE:

USE (4) 1/2"x2 3/4" EMBED HILTI

HY200 ANCHORS WITH STD HAS

RODS, TYP. U.N.O.

1/4'' CAP PLATE AT TOP

OF COLUMN

NOTE:

1. QTY. OF FASTENERS, PLATE SIZE,

AND WELD AS REQUIRED FOR BEAM

SHEAR, SEE GENERAL NOTES

HSS COLUMN

3/8" PL. MIN.

3/4''Ø ASTM A-325 BOLTS

1/8''

1/2"

T/ STL

SEE PLAN

CL

3/16

MIN.

/2

/2

W8

W10

W12

BEAM SIZE # OF BOLTS

2L4x3x1/4 LLO

3/4''Ø A325 BOLTS

BEAM,

SEE PLAN

WIDE FLANGE,

SEE PLAN

T/ STL

SEE PLAN

BEAM, SEE PLAN

1/2"

2L4x3x1/4 LLO

/2

/2

3/16

+1/2" RTN T&B TYP.

COPE BEAM AS

REQUIRED

NOTES:

1. QTY. OF FASTENERS, PLATE SIZE, AND

WELD AS REQUIRED FOR BEAM SHEAR -

SEE GENERAL NOTES

EXIST. HSS

COLUMN, SEE PLAN

3/8" PLATE.

3/4''Ø ASTM

A-325 BOLTS

1/2"

T/ STL

SEE PLAN

CL

BEAM,

SEE PLAN EXIST.BEAM,

SEE PLAN

3/16

TYP.

W8

W10

W12

BEAM SIZE # OF BOLTS

EXISTING

BRICK

1' - 4"

1/2"DECK SEE PLAN

BEAM SEE PLAN

EXISTING BRICK

L3x3x1/4xCONT

3/16 2@12

F

3"

9"

1/2"

BEAM SEE PLAN

DECK SEE PLAN

1/4"x4"x0'-8 1/2"xCONT BENT

PLATE. LONG LEG

HORIZONTAL

3/16 2@12

EXISTING BRICK

3/16 2@12

8"

1/2"

BEAM SEE PLAN

DECK SEE PLAN

1/4"x4"x0'-7 1/2"xCONT BENT

PLATE. LONG LEG

HORIZONTAL

EXISTING BRICK

BEAM SEE PLAN

DECK SEE PLAN

600S200-97 STUDS

AT 12" O.C.

7"

9 1/8"

METAL PANEL -

SEE ARCH

L3x3x1/4xCONT

3/16 2@12

400S200-68 LAPPED

TO 6" STUD

1'

VERTICLIP SLS600-12

WITH (3)#12 SCREWS

TO STUD AND (3) .141"

DIA PDF'S TO STEEL

BEAM

VERTICLIP SLB600 W/

(3)#12 SCREWS TO

STUD AND (3).141" DIA

PDF'S TO STEEL BEAM

CL600-68 STIFF CLIP W/(4)#12

SCREWS TO STUD ANCHORED

TO CONCRETE BEAM WITH

1/2"x2 3/4" EMBED HILTIKWIK

BOLT TZ

(3)#12 SDS

2" 2"

1/2"x4"x0'-10" PLATE AT HSS 10x4 1/2"x4"x1'-2" PLATE AT HSS 10x8

PROVIDE 1" GROUT UNDER BASE

PLATE AS REQUIRED FOR

POSITIVE UNIFORM BEARING

AREA ON EXISTING BEAM

1 1/2" 1 1/2"

BEAM SEE PLAN!/2" DIAx2 3/4" EMBED HITLI HY200

ANCHORS WITH STD HAS RODS

1/4

1/4" CAP PLATE

1/8

BEAM SEE

PLAN

L4x4x1/4x0'-6"

LONG TYP3/16

TYP

1/4'' CAP PLATE AT TOP

OF COLUMN

HSS COLUMN

SEE PLAN

3/8" PLATE

1/8''

T/ STL

SEE PLAN

CL

1/4

MIN.

1/4

TOP AND

BOTT

4"HSS BEAMN

SEE PLAN

S501

EXISTING BEAM

TOP OF BEAM

45'- 6"

3/4''Ø A325 BOLTS

EXIST. WIDE

FLANGE, SEE PLAN

T/ STL

SEE PLAN

BEAM,

SEE PLAN

1/2"

2L4x3x1/4 LLO

COPE BEAM AS

REQUIRED

1/

2"

3" 3"

1/

2"

3/16

+1/2" RTN T&B TYP.

FIELD VERIFY

1' - 2" REF

EXISTING

BRICK

EXISTING

BLOCK

L8x6x1/2 LSV

3/16 2@12

4" AT EA.

END

1/2"x1'-2"xCONT.

PLATE

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:

Bldg.1

STEEL DETAILS CORRECT SAFETY AND

FCA ISSUES FOR SPS

BECKLEY, WEST VIRGINIA

S501

517-19-301

06-04-2021

FINAL SUBMITTAL

BCGSLW

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

1 TYPICAL BASE PLATE

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

TYPICAL WIDE FLANGE BEAM

TO NEW HSS COLUMN CONNECTION

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

3 TYPICAL WF TO WF CONNECTION

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

TYPICAL WIDE FLANGE BEAM

TO EXISTING HSS COLUMN CONNECTION

1" = 1'-0"S501

5 SECTION AT EXISTING EAST WALL

1" = 1'-0"S501

6 SECTION AT EXISTING SOUTH WALL

1" = 1'-0"S501

7 SECTION AT EXISTING NORTH WALL

1" = 1'-0"S501

8 SECTION AT WEST WALL

1" = 1'-0"S501

PLAN DETAIL AT TUBE TO EXISTING FLOOR

CONNECTION

1" = 1'-0"S501

10 TYPICAL TUBE TO TUBE CONNECTION

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

TYPICAL WIDE FLANGE BEAM

TO NEW HSS COLUMN CONNECTION

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

12 TYPICAL WF TO EXISTING WF CONNECTION

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

13 SECTION AT LINTEL

1/2"x2 3/4" EMBED. HILTI

HY20 AT 1'-0" O.C.

EXISTING SLAB,

SEE PLAN

L4x4x1/4x CONT.

BEAM, SEE PLAN

3/16 2@12

BEAM, SEE PLAN

L4x4x1/4x0'-6"

LONG

3/16

1/2" RTN TOP & BOTT

EXISTING SLAB 1

1/

2"

1/ 2"

5"

2"

L4x4x1/4x0'-8" LONG

BEAM SEE

PLAN EXISTING BEAM,

SEE PLAN

3/16

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

HILTI HY200 ANCHORS

EXISTING SLAB,

SEE PLAN

M

IN6"

6"6"

S501

COLUMN, SEE PLAN

BEAM, SEE PLAN

BEARING

4" MIN.

BEARING

4" MIN.

1 1/2"

MIN

2"

MIN

2"

1 1/2"

FIELD VERIFY

2' - 0" MAX

EXISTING SLAB

MATCH

EXISTING SLAB

(2)#4

1/4" HILTI KWIK-CON II SCREW

ANCHOR AT 6" O.C. AND AT

EACH CORNER OF PLATE

1/4"STEEL PLATE

4,000 PSI

CONCRETE INFILL

CLEAN AND ROUGHEN EXISTING SURFACE

AND APPLY EPOXY BONDING AGENT PRIOR

TO PLACEMENT OF FRESH CONCRETE IN

ACCORDANCE WITH MANUFACTURERS

RECOMMENDATIONS

3" 3"

EXIST BEAM

HSS, SEE

PLAN

1/2"x6"x1'- 4" PLATE W/

(4)1/2" DIA. HILT KWIK

BOLT 3 ANCHORS

7"

L4x4x1/4"x0'-4" LONG

HSS6x2x1/4

(LSH)

L4x4x1/4"x0'-4" LONG

L3x3x1/4"

3/8" GUSSET PLATE

3/16

L3x3x1/4"x0'-9" LONG

BOTH SIDES OF HSS

BEAM, SEE

PLAN

+8'-0" MIN

COORDINATE WITH

ACTUAL DOOR

PROVIDED

3/16

3/16

EXIST SLAB

BEAM, SEE

PLAN

DECK, SEE PLAN

L3x3x1/4xCONT

3/16 2@12

1 1/2" 4" 1 1/2" 1 1/2"

4" 1 1/2"

3" 3"

1' - 4"

6"

3/16

3/16

A A

A - A

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:

Bldg.1

STEEL DETAILS CORRECT SAFETY AND

FCA ISSUES FOR SPS

BECKLEY, WEST VIRGINIA

S502

517-19-301

06-04-2021

FINAL SUBMITTAL

BCGSLW

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

1 BEAM TO EXISTING SLAB DETAIL

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

2 HSS TO HSS CONNECTION DETAIL

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

CONNECTION TO EXISTING

CONCRETE BEAM DETAIL

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

4 ELEVATION AT BEAM PENETRATION

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

5 TYPICAL PENTRATION INFILL DETAIL

1" = 1'-0"S502

6 SECTION AT DOOR SUPPORT