36C24718B0635-0002002.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

100% SUBMITTAL

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 SLM10-02-2017

UP

VTS

W

X

W8X10

W18X35

W8X10

W18X35

W16X31

W

X

W16X31

REF

30' - 0"

REF.

30' - 0"

4'

1"

2'

/4

2'

S501

S501

TYP

FACE OF BRICK FACADE

S501

W16X26

S501

S501

RAILING,

SEE 6/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

PLAN

NORTH

TRUE

NORTH

PLATFORM FRAMING PLAN NOTES

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

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

EXISTING ROOF FRAMING PLAN NOTES

1. REF. DENOTES FOR REFERENCE ONLY FIELD VERIFY

2. FIELD VERIFY EXISTING CONDITIONS PRIOR TO FABRICATION.

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

EXISTING BEAM

REINFORCING

S501

S501

S501

2'

2'

EXISTING 3" COMP DECK WITH

3.25" CONCRETE FILL

S501

TYP

HSS4X4X1/2

HSS4X4X1/2

HSS4X4X1/2

17.9

S501

S501

2'

2'

EXISTING BEAM

REINFORCING

S501

S501

R E

F

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

100% SUBMITTAL

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 SLM06-26-17

1/4" = 1'-0"S101

2 GENERATOR PLATFORM FRAMING PLAN

1/4" = 1'-0"S101

1 ROOF FRAMING PLAN

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

L 4X4X1/4

3/16

TYP

1/4

+1-0" ABOVE EXISTING

ROOF SLAB

HORIZTONAL BRACE -

SEE PLAN

3/8" STIFFENER

PLATE EA. SIDE

3/16

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

L 4X4X1/4

1/4

TYP

CL

1/8

1/4" PLATE

+1-0" ABOVE EXISTING

ROOF SLAB

HORIZTONAL

BRACE -SEE

PLAN

3"

3"

STEEL COLUMN,

SEE PLAN

5/16

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

CL

CL

0'-10"

0' -1

0"

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

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

EXISTING BEAM ,

SEE PLAN

WT8x25

3/16 2@12

STAGGER WELD

POST SEE PLAN

EXISTING DECK, SEE PLAN.

DEMO ONLY AS REQUIRED

TO INSTALL NEW POST AND

BASE PLATE.

EXISTING BEAM, SEE PLAN.

DEMO (1) HEADED STUD

MAX TO INSTALL NEW BASE

PLATE

BEAM REINFORCING SEE

PLAN AND TYPICAL

DETAIL

BASE PLATE, SEE

TYPICAL BASE PLATE

DETAIL

1/4

TYP

POST SEE PLAN

EXISTING DECK, SEE PLAN.

DEMO ONLY AS REQUIRED

TO INSTALL NEW POST AND

BASE PLATE.

EXISTING BEAM, SEE PLAN.

DEMO (1) HEADED STUD

MAX TO INSTALL NEW BASE

PLATE

BASE PLATE, SEE

TYPICAL BASE PLATE

DETAIL

1/4

TYP

EXIST. COLUMN,

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

3/4" Ø BOLTS

L 4X4X1/4

1/4

TYP

CL

1/8

1/4" PLATE

+1-0" ABOVE EXISTING

ROOF SLAB

HORIZTONAL

BRACE -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

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

100% SUBMITTAL

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

Checker Author

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

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

9 TYPICAL STAIR SECTION

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

7 TYPICAL BEAM REINFORCING DETAIL

3/4" = 1'-0"S501

8 SECTION AT NEW POST TO EXISTING BEAM

3/4" = 1'-0"S501

11 NEW POST TO EXISTING COLUMN DETAIL

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

10 SINGLE BRACE CONNECTION DETAIL TO BEAM