36C24718B0635-0010007.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

Department of

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

FOR CONSTRUCTION

590 MEANS ST NW N/A

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

STRUCTURAL NOTES REPLACE/UPGRADE

ELECTRICAL SWITCHGEAR

PHASE 3

BIRMINGHAM, AL

S001

521-16-103

SLW SLM02-09-2018

UP

VTS

W

X

W8X10

W18X35

W8X10

W18X35

W16X31

W

X

W18X35

REF

30' - 0"

REF.

30' - 0"

4'

1"

2'

/4

2'

S501

S501

TYP

FACE OF BRICK FACADE

S501

W16X26

S501

S501

RAILING,

SEE 5/S501

TYP

S501

L3x3x1/4

HORIZONTAL

BRACING TYP

FACE OF BUILDING BELOW

FACE OF

BUILDING

BELOW

2'

3/ 4"

5'

NEW BACK UP GENERATOR

4'

W 8X

W 8X

W 8X

W

X

W8X10

W8X10

W

X

W8X10

W8X10 W8X10

W8X10

4' - 0"

4'

3' - 0"

FACE OF BUILDING BELOW

W8X10

W8X10

8'

17.9

L4x4x1/4 VERTICAL

KNEE BRACEING TYP.

S501

S501

S501

LADDER SEE ARCH DRAWINGS

S101

VENDOR DESIGNED EQUIPMENT SUPPORT

RAILS REFER TO ARCH AND MECHANICAL

DRAWINGS FOR LOCATION. SEE NOTE 6

SIM

PLAN

NORTH

TRUE

NORTH

PLATFORM FRAMING PLAN NOTES

1. T/GRATING = +4'-1" ABOVE EXISTING CONCRETE ROOF DECK.

2. REF. DENOTES FOR REFERENCE ONLY FIELD VERIFY

3. FIELD VERIFY EXISTING CONDITIONS PRIOR TO FABRICATION.

4. GRATING SHALL BE W19-4 (1" x 1/8") GALVANIZED STEEL GRATING U.N.O.

5. ANCHORAGE OF EQUIPMENT TO PLATFORM BY EQUIPMENT SUPPLIER

6. ANCHORAGE OF EQUIPMENT TO EQUIPMENT RAILS AND EQUIPMENT

RAILS TO EXISTING STRUCTURE BY VENDOR.

EXISTING ROOF FRAMING PLAN NOTES

1. REF. DENOTES FOR REFERENCE ONLY FIELD VERIFY

2. FIELD VERIFY EXISTING CONDITIONS PRIOR TO FABRICATION.

3. REFER TO 9/S501 FOR DETAILS AT ALL EXISTING FLOOR PENETRATIONS.

DENOTES GRATING SPAN DIRECTION

DENOTES EXTENTS OF GRATING

DENOTES VERTICAL BRACING

DENOTES HORIZONTAL BRACING

DENOTES EXISTING WIDE FLANGE BEAM

DENOTES NEW WIDE FLANGE BEAM

PLATFORM FRAMING PLAN LEGEND

WXxXX

WXxXX

KEY PLAN

PROJECT

AREA

VTS

REF

30' - 0"

REF.

30' - 0"

W18X46 W14X30

W

X

W

X

W14X30

W14X30

W16X26

W18X46

W18X46

W18X46 W14X30

W

X

W16X26

HSS4X4X1/2

HSS14X14X1/2 HSS14X14X1/2

W14X43

W14X43

W14X74 W14X48R

E F

4'

W

X

REF.

4' - 5 7/8"

EDGE OF ROOF DECK

NEW EXISTING BEAM

REINFORCING

S501

S501

S501

2'

2'

EXISTING 3" COMPOSITE DECK

WITH 3.25" CONCRETE FILL

S501

TYP

HSS4X4X1/2

HSS4X4X1/2

HSS4X4X1/2

17.9

S501

S501

2'

2'

NEW EXISTING

BEAM REINFORCING

S501

S501

R E

F

S101

LADDER SEE ARCH

DRAWINGS

EXISTING CONCRETE

COLUMN WRAP TYP

S502

S502

VENDOR DESIGNED LADDER. REFER

TO ARCH DRAWINGS FOR

ADDITIONAL DETAILS AND

REQUIREMENTS

HSS 3x2x1/4 LSH EA SIDE OF LADDER

L4x4x1/4 BETWEEN HSS TYP

VENDOR DESIGNED LADDER

ATTACHMENT (CLIP AND

CONNECTOR TO ANGLE) TYP W/

VERT LONG SLOTTED HOLES

EXISTING METAL STUD AND BRICK

EXTERIOR WALL TO REMAIN

DEMO EXISTING BRICK AS REQUIRED TO

INSTALL TUBE, REFER TO ARCH FOR REPAIR

AND CLOSURE REQUIREMENTS. COORDINATE

TUBE LOCATIONS WITH EXISTING BACK UP

METAL STUD WALL PRIOR TO FABRICATION.

HSS 3x2x1/4 LSH EA SIDE OF LADDER

HSS 3x2x1/4 LSH EA SIDE OF LADDER

EXISTING ROOF DECK (SECOND FLOOR)

EXISTING FIRST FLOOR

EXISTING GROUND FLOOR

EXISTING COLUMN

EXISTING

COLUMN

EXISTING BEAM

PLATFORM BEAM, SEE PLAN

T/PLATFORM

RAILING SEE PLAN

WT, SEE DETAILS

3/16

TYP

1/4" CAP PLATE TYP

EXISTING CONCRETE COLUMN

COVER

VENDOR DESIGNED

LADDER BASE

CONNECTION

3/16

TYP

3/16

TYP

VENDOR DESIGNED LADDER

CONNECTION TYP

TUBE-SEE SECTION TYP

PROVIDE 1/4" CAP

PLATE EACH END OF

TUBE TYP

SEE ARCH

A

A

SECTION A-A

1' - 9"

3/16

TYP

3/16

TYP

L4x4x1/4 BETWEEN

TUBES W/ VERT.

LONG SLOTTED

HOLETYP

1 1/2" MIN

EXISTING BRACING

EXISTING

CONCRETE

COLUMN

WRAP

1/8

TYP

1/4" CAP PLATE EACH

END OF TUBE TYP

3/4" BACKER ROD & SEALANT

ALL SIDES 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

Department of

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

FOR CONSTRUCTION

590 MEANS ST NW N/A

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

ROOF AND PLATFORM FRAMING

PLANS

REPLACE/UPGRADE

ELECTRICAL SWITCHGEAR

PHASE 3

BIRMINGHAM, AL

S101

521-16-103

SLW SLM02-09-2018

1/4" = 1'-0"S101

2 GENERATOR PLATFORM FRAMING PLAN

1/4" = 1'-0"S101

1 ROOF FRAMING PLAN

1 1/2" = 1'-0"S101

3 SECTION AT LADDER

BEAM-SEE PLAN

STEEL COLUMN,

SEE PLAN

BEAM

WORK POINT

3/8" GUSSET PLATE TYP.

T/ STL

SEE PLAN

CL

WORK POINT

WORK POINT

2 1 /2"

3"

2"

1/2

3/4" Ø BOLTS

L4X4X1/4

3/16

TYP

1/4

+1-4" ABOVE EXISTING

ROOF SLAB

HORIZTONAL BRACE -

SEE PLAN

3/8" STIFFENER

PLATE EA. SIDE

3/16

1/4

TYP

1/4

TYP

2"

BEAM-SEE PLAN

STEEL COLUMN,

SEE PLAN

BEAM

WORK POINT

T/ STL

SEE PLAN

CL

WORK POINT

WORK POINT

3/8" PLATE

2 1 /2"

3"

2"

1/2

3/4" Ø BOLTS

L4X4X1/4

1/4

TYP

CL

1/8

1/4" PLATE

+1-4" ABOVE EXISTING

ROOF SLAB

HORIZTONAL BRACE -

SEE PLAN

2"

1/4

TYP

1/

2" 3"

3" 3"

1/

2"

1 1/2"

2 1/2"

1/4

TYP

(4) 3/4" DIA ASTM A325 BOLTS AT W16,

(5) 3/4" DIA ASTM A325 BOLTS AT W18

3/8" PLATE

3/16

TYP

3"

3"

STEEL COLUMN,

SEE PLAN

5/16

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

CL

CL

0'-10"

0' -1

0"

EXISTING BEAM,

SEE PLAN

STEEL BEAM,

SEE PLAN

DOUBLE ANGLES (5/16"

THICKNESS MIN.)

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.

3" S

P A

C E

S

3" M

A X

W18 5

4'-0" MAX. E

Q

E Q

3' -6

T

Y P

1 1/2" XS

PIPE-TYP.

BEAM, SEE PLAN

TOE PLATEGRATING - SEE PLAN

WT3x4.5xWEB HEIGHT AT W18x35 WT2.5x9.5xWEB HEIGHT AT W16x31

S501

1/4" CLOSURE PLATE

1/4"x4"XCONT.

TOE PLATE

(1/8")

1/ 4"

BEAM SEE PLAN

WT3x4.5xWEB HEIGHT AT W18x35 WT2.5x9.5xWEB HEIGHT AT W16x31

CHAMFER AS REQUIRED

CHAMFER AS REQUIRED

GUARDRAIL

1/8

3/16

1/2"

T/ ROOFING

T/ CONCRETE FILL ON METAL DECK

3" DIAMETER STD PIPE POST AT EACH

STRINGER WITH 1/2"x0'-5"x0'-5" PLATE

TOP AND BOTTOM. ANCHOR TO SLAB

WITH (2) 1/2"x2 3/4" EMBED

EXPANSION ANCHORS

4'

3'

3'

E Q

E Q

M A

X

7"

F

IE

LD

V

E R

IF

Y

1 1/2" XS PIPE TYP

1 1/2" XS PIPE TYP

S P

A C

IN

G

4" T

O 7"

E Q

MIN

11"

M

IN

1'

SEE TYPICAL WIDE

FLANGE CONNECTION

DETAILS

BEAM, SEE

PLAN

C12X20.7

CHANNEL

STRINGER TYP

L2x2x3/8

TYP

GRATING SEE

PLAN. NOTCH

AROUND RAIL

POST AS REQD

3/16

TYP

1"

GRATING

SEE PLAN

3/16

TYP

3/16

3/16

EXISTING BEAM ,

SEE PLAN

CONTINUOUS

WT8x33.5x CONT

1/4 2@12

+4" EA END, STAGGER WELD

DEMO TOP OF EXISTING WALL STUD AS

REQUIRED TO INSTALL NEW REINFORCING.

INSTALL NEW DEFLECTION TRACK TO

MATCH SIZE AND THICKNESS OF EXISTING

STUDS AND ATTACH TO STEEL WITH (2)

.145"Ø PDF @ STUD SPACING. PROVIDE A

MIN OF 1" GAP BETWEEN TOP OF STUD

AND DEFLECTION TRACK.

1"

1-1/2"x33 GAUGE STRAP

EACH SIDE WITHIN 6" OF

TOP OF STUD

POST SEE PLAN

EXISTING ROOF DECK, SEE PLAN. DEMO

ONLY AS REQUIRED TO INSTALL NEW POST

AND BASE PLATE. INFILL DEMOLISHED

CONCRETE DECK WITH NON-SHRINK

GROUT

EXISTING BEAM, SEE PLAN. DEMO

(1) HEADED STUD MAX TO INSTALL

NEW BASE PLATE

BEAM REINFORCING SEE

PLAN AND TYPICAL DETAIL

7/S501

BASE PLATE, SEE

TYPICAL BASE PLATE

DETAIL 3/S501

1/4

TYP

DEMO TOP OF EXISTING WALL STUD AS

REQUIRED TO INSTALL NEW REINFORCING.

INSTALL NEW DEFLECTION TRACK TO

MATCH SIZE AND THICKNESS OF EXISTING

STUDS AND ATTACH TO STEEL WITH (2)

.145"Ø PDF @ STUD SPACING. PROVIDE A

MIN OF 1" GAP BETWEEN TOP OF STUD AND

DEFLECTION TRACK.

3/8" STIFFNER PLATE EA SIDE

3/16

TYP

NOTE: SEE ARCH DRAWINGS

FOR FLASHING

REQUIREMENTS

1-1/2"x33 GAUGE STRAP

EACH SIDE WITHIN 6" OF

TOP OF STUD

POST SEE PLAN

EXISTING DECK, SEE PLAN.

DEMO ONLY AS REQUIRED

TO INSTALL NEW POST AND

BASE PLATE. INFILL

EXISTING CONCRETE DECK

WITH NON-SHRINK GROUT.

EXISTING BEAM, SEE PLAN.

DEMO (1) HEADED STUD

MAX TO INSTALL NEW BASE

PLATE

BASE PLATE, SEE

TYPICAL BASE PLATE

DETAIL 3/S501

1/4

TYP

EXIST. COLUMN,

SEE PLAN

NOTE: SEE ARCH DRAWINGS

FOR FLASHING

REQUIREMENTS

EXIST. BEAM

SEE PLAN

BEAM-SEE PLAN

STEEL COLUMN,

SEE PLAN

BEAM

WORK POINT

T/ STL

SEE PLAN

CL

WORK POINT

WORK POINT

3/8" PLATE

2 1 /2"

3"

2"

1/2

(2) 3/4" DIA ASTM A325

BOLTS TYP

L 4X4X1/4

1/4

TYP

CL

1/4

1/4" PLATE

+1-4" ABOVE EXISTING

ROOF SLAB

HORIZTONAL

BRACE -SEE

PLAN

1/4

TYP

(4) 3/4" DIA ASTM A325 BOLTS

2L4x4x1/4x1'-0" LONG

3/16

TYP

2"

1/

2"

3" 3"

3"

1/

2"

1 1/2"

2 1/2"

3/8" STIFFNER

PLATE

3/16

+1/2" RTN

TOP AND

BOTT

3/16

TYP

NOTE: PROVIDE 2L4x4x1/4x1'-3" LONG

CONNECTION WITH (5) 3/4" DIA ASTM

A325 BOLTS AT SIM CONDITION

POST SEE PLAN

EXISTING ROOF DECK, SEE PLAN. DEMO

ONLY AS REQUIRED TO INSTALL NEW

POST AND BASE PLATE. INFILL

DEMOLISHED CONCRETE DECK WITH

NON-SHRINK GROUT

EXISTING BEAM, SEE PLAN.

DEMO (1) HEADED STUD

MAX TO INSTALL NEW BASE

PLATE

BEAM REINFORCING SEE

PLAN AND DETAIL 13/S501

3/4"x6"x0'-6"BASE PLATE

1/4

TYP

EXISTING WALL STUDS TO

REMAIN

3/8" STIFFNER PLATE ONE SIDE

3/16

TYP

EXISTING BENT PLATE WITH HEADED STUD. DEMO

HORIZONTAL LEG OF BENT PLATE ONLY AT POST

BASE PLATE. LOCATE EXISTING HEADED STUD

PRIOR TO BASE PLATE AND POST FABRICATION. DO

NOT DAMAGE HEADED STUD DURING POST

INSTALLATION.

NOTE: SEE ARCH DRAWINGS

FOR FLASHING

REQUIREMENTS

5/16

T Y

P

2" M

IN

2' - 0"

CONDUIT REFER TO

ELECTRICAL DRAWINGS.

3 1/2" MAX O.D.

1'

1'

/2

A A

SECTION A-A

EXISTING COMPOSITE

FLOOR DECK

CONDUIT REFER TO

ELECTRICAL DRAWINGS.

3 1/2" MAX O.D.

EXISTING COMPOSITE

FLOOR DECK

NOTES

1. FIELD VERIFY EXISTING CONDITIONS PRIOR TO FLOOR PENETRATION INSTALLATION.

2. DO NOT CUT VERTICAL OR BOTTOM HORIZONTAL DECK FLUTES DURING FLOOR PENETRATION INSTALLATION.

3. DO NOT DAMAGE EXISTING FLOOR BEAMS DURING FLOOR PENETRATION INSTALLATION.

4. REFER TO ARCHITECTURAL DRAWINGS FOR FIRE STOPPPING DETAILS AT PENETRATIONS.

5. REFER TO A104 AND A105 FOR LOCATION OF PENETRATIONS AT FIRST AND SECOND FLOOR

EXISTING ROOF DECK

CONTINUOUS HSS9x5x1/4

LSV BEAM REINFORCING.

SEE PLAN FOR LOCATION

EXISTING WALL STUDS TO

REMAIN

(3/16) 2@12

+ 4" EA

END,

STAGGER

WELD

3380 Trickum Road

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

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

INCORPORATED

INNOVATIVE

ENGINEERING

Department of

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

FOR CONSTRUCTION

590 MEANS ST NW N/A

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

STEEL DETAILS REPLACE/UPGRADE

ELECTRICAL SWITCHGEAR

PHASE 3

BIRMINGHAM, AL

S501

521-16-103

SLW SLM02-09-2018

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

SINGLE BRACE CONNECTION DETAIL TO

COLUMN - BEAM OVER COLUMN

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

2 SINGLE BRACE CONNECTION DETAIL TO COLUMN

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

3 TYPICAL BASE PLATE DETAIL

3/4" = 1'-0"S501

4 TYPICAL BEAM TO BEAM CONNECTION

3/4" = 1'-0"S501

5 TYPICAL RAILING DETAIL

3/4" = 1'-0"S501

6 TYPICAL RAILING CONNECTION DETAIL

3/4" = 1'-0"S501

10 TYPICAL STAIR SECTION

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

TYPICAL BEAM REINFORCING DETAIL

ALONG GRID LINE T

3/4" = 1'-0"S501

8 SECTION AT NEW POST TO EXISTING BEAM

3/4" = 1'-0"S501

12 NEW POST TO EXISTING COLUMN DETAIL

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

11 SINGLE BRACE CONNECTION DETAIL TO BEAM

3/4" = 1'-0"S501

SECTION AT NEW POST TO

EXISTING SPANDREL BEAM

1" = 1'-0"S501

9 TYPICAL FLOOR PENETRATION DETAILS

3/4" = 1'-0"S501

TYPICAL BEAM REINFORCING

ALONG GRID LINE V

3/16

SEE NOTE 1

S E

E N

O T

E

1'

6" M

IN

5/16

1/2" RTN T&B. SEE NOTE 2

EXISTING BEAM

SEE PLAN

EXISTING TUBE

COLUMN SEE

PLAN

NOTES:

1. CONNECTION INFORMATION SHOWN ARE ASSUMED EXISTING CONDITIONS TO BE FIELD VERIFIED

BY THE CONTRACTOR PRIOR TO SUBMITTAL OF SHOP DRAWINGS FOR REVIEW. THE CONTRACTOR

SHALL FIELD VERIFY THE EXISTING WELD (THICKNESS, TYPE AND LENGTH), NUMBER AND SIZE OF

BOLTS AND LENGTH AND THICKNESS OF CONNECTION PLATE AND PROVIDE DETAILED AND

DIMENSIONED SKETCHES AND PHOTOGRAPHS FOR REVIEW AS PART OF THE FIELD VERIFICATION.

2. IF ALL MINIMUM REQUIREMENTS ARE MET, PROVIDE THE FILLET WELD SHOWN TO EXISTING

CONNECTION PLATE AND BEAM.

3. IF ALL MINIMUM REQUIREMENTS ARE NOT MET, THE STRUCTURAL ENGINEER WILL FURTHER

EVALUATE THE CONNECTION AND PROVIDE ADDTIONAL DETAILS DURING THE SHOP DRAWING

REVIEW PROCESS.

EXISTING 3/8"

CONNECTION

PLATE. SEE NOTE 1

(6) 3/4" DIA ASTM A325

EXISTING BOLTS. SEE

NOTE 1

3/16

SEE NOTE 1

S E

E N

O T

E

1'

6" M

IN

5/16

1/2" RTN T&B. SEE NOTE 2

EXISTING BEAM

SEE PLAN

EXISTING WF

COLUMN SEE

PLAN

NOTES:

1. CONNECTION INFORMATION SHOWN ARE ASSUMED EXISTING CONDITIONS TO BE FIELD VERIFIED

BY THE CONTRACTOR PRIOR TO SUBMITTAL OF SHOP DRAWINGS FOR REVIEW. THE CONTRACTOR

SHALL FIELD VERIFY THE EXISTING WELD (THICKNESS, TYPE AND LENGTH), NUMBER AND SIZE OF

BOLTS AND LENGTH AND THICKNESS OF CONNECTION PLATE AND PROVIDE DETAILED AND

DIMENSIONED SKETCHES AND PHOTOGRAPHS FOR REVIEW AS PART OF THE FIELD VERIFICATION.

2. IF ALL MINIMUM REQUIREMENTS ARE MET, PROVIDE THE FILLET WELD SHOWN TO EXISTING

CONNECTION PLATE AND BEAM.

3. IF ALL MINIMUM REQUIREMENTS ARE NOT MET, THE STRUCTURAL ENGINEER WILL FURTHER

EVALUATE THE CONNECTION AND PROVIDE ADDTIONAL DETAILS DURING THE SHOP DRAWING

REVIEW PROCESS.

EXISTING 3/8"

CONNECTION

PLATE. SEE NOTE 1

(6) 3/4" DIA ASTM A325

EXISTING BOLTS. SEE

NOTE 1

EXISTING

SLAB ON

GRADE.

#4@12" O.C.

EACH WAY AT MID- DEPTH

CLEAN & ROUGHEN EXISTING SURFACE

APPLY EPOXY BONDING AGENT PRIOR

TO PLACEMENT OF FRESH CONCRETE IN

ACCORDANCE WITH MANUFACTURERS

RECOMMEMNDATIONS.

3/4" CHAMFER TYP.

SEE NOTE BELOW

F A

C E

O F

E Q

U

IP

M E

N T

F A

C E

O F

E Q

U

IP

M E

N T

4" T

Y P

6"

NOTES:

1. REFER TO SHEET E202 FOR EQUIPMENT PLAN LOCATION AND SIZE.

2. CONCRETE CONFIGURATION, LOCATION, AND SIZE OF ANCHOR BOLTS

SHALL CONFORM TO EQUIPMENT MFRS. REQUIREMENTS. VERIFY

LOCATIONS WITH MECHANICAL.

2" C

LR

M

IN

3,000 PSI NORMAL WEIGHT CONCRETE

T/ SLAB

EXISTING SLAB.

#4@12" O.C.

EACH WAY

3/4" CHAMFER TYP.

F A

C E

O F

E Q

U

IP

M E

N T

4" M

IN

M

A T

C H

E X

IS

T

IN

G 4"

2" C

LR

M

IN

. CLEAN AND ROUGHEN

EXISTING SLAB SURFACE

AND APPLY EPOXY

BONDING AGENT PRIOR TO

PLACING NEW CONCRETE

NEW 3,000 PSI NORMAL

WEIGHT CONCRETE FOR PAD

EXTENSION

EXISTING

CONCRETE PAD

DRILL HOLE INTO EXISTING SLAB 10 BAR

DIAM'S DEEP BY ONE BAR DIAM+1/4" MAX.

IN DIAMETER AND EPOXY DOWEL INTO

SLAB IN ACCORDANCE WITH

MANUFACTURERS RECOMMENDATIONS.

AS REQUIRED

NOTES:

1. REFER TO SHEET E203 FOR EQUIPMENT PLAN LOCATION.

2. CONCRETE CONFIGURATION, LOCATION, AND SIZE OF ANCHOR BOLTS

SHALL CONFORM TO EQUIPMENT MFRS. REQUIREMENTS. VERIFY

LOCATIONS WITH MECHANICAL.

T/ SLAB

EXISTING SLAB.

#4@12" O.C.

EACH WAY

3/4" CHAMFER TYP.

F A

C E

O F

E Q

U

IP

M E

N T

4" M

IN

M

A T

C H

E X

IS

T

IN

G 4"

1/2" PJF WITH SEALANT AT

NEW PAD TO EXISTING

ISOLATION PAD

NEW 3,000 PSI NORMAL

WEIGHT CONCRETE FOR PAD

EXTENSION

EXISTING

CONCRETE

ISOLATION PAD

AS REQUIRED

NOTES:

1. REFER TO SHEET E211 FOR EQUIPMENT PLAN LOCATION.

2. CONCRETE CONFIGURATION, LOCATION, AND SIZE OF ANCHOR BOLTS

SHALL CONFORM TO EQUIPMENT MFRS. REQUIREMENTS. VERIFY

LOCATIONS WITH MECHANICAL.

CLEAN & ROUGHEN EXISTING SURFACE

APPLY EPOXY BONDING AGENT PRIOR

TO PLACEMENT OF FRESH CONCRETE IN

ACCORDANCE WITH MANUFACTURERS

RECOMMEMNDATIONS.

3380 Trickum Road

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

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

INCORPORATED

INNOVATIVE

ENGINEERING

Department of

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

FOR CONSTRUCTION

590 MEANS ST NW N/A

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

STEEL DETAILS REPLACE/UPGRADE

ELECTRICAL SWITCHGEAR

PHASE 3

BIRMINGHAM, AL

S502

521-16-103

SLW SLM02-09-2018

1" = 1'-0"S502

1 EXISTING CONNECTION DETAIL (TUBE COLUMN)

1" = 1'-0"S502

2 EXISTING CONNECTION DETAIL (WF COLUMN)

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

3 EQUIPMENT PAD DETAIL

1" = 1'-0"S502

4 SECTION AT EQUIPMENT PAD EXTENSION

1" = 1'-0"S502

EQUIPMENT PAD EXTENSION AT

EXISTING ISOLATION PAD