S02 - Attachment 9 - Drawing Structural.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 VA MEMPHIS RENOVATE

OPERATING ROOMS

MEMPHIS, TN

S001

614-18-115

01/31/2020

BID DOCUMENTS

SLMSLW

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 VA MEMPHIS RENOVATE

OPERATING ROOMS

MEMPHIS, TN

S002

614-18-115

01/31/2020

BID DOCUMENTS

SLMSLW

PLAN

NORTH

TRUE

NORTH

8.7 9 10

M

N

W 8X

W 8X

1.5VL22 COMPOSITE METAL DECK WITH

2 1/2" OF LIGHT WEIGHT CONCRETE FILL

REINFORCED WITH 6x6-W1.4xW1.4 WWR

AT SLAB MID-DEPTH

EXISTING STAIR TO

REMAIN BELOW SLAB

EXISTING BEAMS TYP

EXISTING

COLUMNS TYP

EXISTING ONE-

WAY CONCRETE

SLAB

EXISTING ONE-

WAY CONCRETE

SLAB

EXISTING TWO-

WAY CONCRETE

WAFFLE SLAB TYP

REF

17' - 6"

REF

4' - 2"

REF

21' - 8"

R E

F

12' - 6 5/8" REF

7'

6" R

E F

S101

S101

S101

S101

SIM

EQ

EQ

EQ

1/

2" 3" 1 1/

2"

SLAB SEE

PLAN

BEAM SEE

PLAN

L4x4x1/4xCONT

3/16

(2) 3/4" DIA ASTM

A325 BOLTS

L4x4x1/4x0'-6" LONG EA

SIDE OF BEAM

(2) 1/2" DIA ADHESIVE

ANCHORS CENTER IN

ANGLE LEG ON EA SIDE

EXISTING BEAM

1/2" GAP

EXISTING CMU WALL

SLAB SEE

PLAN

L6x4x1/4xCONT LONG

LEG VERTICAL

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

HY200 ANCHOR W/ HAS ROD AT

2'-0" O.C. AND 4" FROM EA END.

CENTER IN ANGLE LEG

EXISTING BEAM

EXISTING CMU WALL

3"

NOTE: NOT CMU WALLS AT SIM

WELD DECK TO SUPPORT

PER COMPOSITE STEEL

DECK NOTES ON S002

1. TOP OF NEW SLAB TO MATCH EXISTING.

2. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO

SUBMISSION OF SHOP DRAWINGS FOR REVIEW.

BEAM

DENOTES DECK SPAN DIRECTION

DENOTES AREA OF NEW DECK

NEW FLOOR

PENETRATION EXISTING REBAR

TOP OR BOTTOM

EXISTING REBAR TO BE

REMOVED SEE S102

NOTES:

1. LOCATE EXISTING REBAR THROUGH NON-DESTRUCTIVE MEANS. SUBMIT DIMENSIONED

PLAN SHOWING EXISTING REBAR (TOP AND BOTTOM) AND PROPOSED PENETRATIONS

FOR REVIEW PRIOR TO COMMENCING SLAB REMOVAL WORK

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:

3RD FLOOR FRAMING PLAN VA MEMPHIS RENOVATE

OPERATING ROOMS

MEMPHIS, TN

S101

614-18-115

01/31/2020

BID DOCUMENTS

SLMSLW

3/8" = 1'-0"S101

1 PARTIAL 3RD FLOOR FRAMING PLAN

1" = 1'-0"S101

2 TYPICAL BEAM CONNECTION DETAIL

1" = 1'-0"S101

3 SECTION AT DECK EDGE

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

1' 2' 4' 9'6'

3rd FLOOR FRAMING NOTES

3rd FLOOR FRAMING LEGEND

3/4" = 1'-0"S101

4 NEW FLOOR PENETRATION

8.7 9 10

M

N

P

L

REF

21' - 8"

REF

21' - 8"

REF

21' - 8"

REF

17' - 6"

REF

4' - 2"

REF

21' - 8"

REF

21' - 8"

REF

21' - 8"

R E

F

R E

F

R E

F

R E

F

5 11 12

K

W14X34

W

X

W14X34W14X34

W

X

W14X34

W14X34

W

X

W14X34 W14X34

W

X

W14X34

S E

E N

O

TE

S

E E

N O

TE

W

X

W

X

SEE

NOTE 5

SEE

NOTE 5

SEE

NOTE 5

SEE

NOTE 5

W14X26

S E

E N

O

TE

S

E E

N O

TE

S E

E N

O

TE

SEE NOTE 5

W14X26

SEE NOTE 5

EXISTING 6"

CONCRETE SLAB

EXISTING

CONCRETE BEAM

EXISTING CONCRETE

6" SLAB

S E

E N

O

TE

S

E E

N O

TE

S E

E N

O

TE

SEE

NOTE 5

SEE

NOTE 5

SEE

NOTE 5

SEE

NOTE 5 SEE NOTE 5

SEE

NOTE 5

SEE

NOTE 5

S501

S501

TYP.

TYP.

EXISTING

WAFFLE SLAB

S501

TYP.

S501

TYP.

W

X

W

X

W

X

W

X

SEE NOTE 5

SEE

NOTE 5

W10X39 W10X49

W10X49

W10X49

W10X39

W10X39

W10X39

W10X39

W10X39

S E

E N

O

TE

S

E E

N O

TE

S E

E N

O

TE

S E

E N

O

TE

S

E E

N O

TE

S E

E N

O

TE

C12X20.7

(2) EXISTING REBAR

ALLOWED TO BE REMOVED

IN THIS LOCATION AFTER

STEEL FRAMEWORK HAS

BEEN INSTALLED.

C12X20.7

C12X20.7

C12X20.7

C12X20.7

3' - 0"

W10X39

W10X39

EXISTING OPENING

S501

TYP

S501

S501

S501SIM

S501

TYP

OPP H

AND

PLAN

NORTH

TRUE

NORTH

1. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO SUBMISSION OF SHOP DRAWINGS FOR

REVIEW.

2. DO NOT DAMAGE EXISTING BEAMS OR WAFFLE SLAB STEMS DURING INSTALLATION OF NEW WORK. LOCATE

EXISTING REINFORCING THROUGH NON-DESTRUCTIVE MEANS PRIOR TO FABRICATION.

3. CEILING SYSTEM AND CONNECTIONS TO STRUCTURE SHALL BE DESIGNED BY CEILING SYSTEM MANUFACTURER. SUBMIT DRAWINGS AND CALCULATIONS SIGNED AND SEALED BY A STRUCTURAL ENGINEER IN THE STATE OF THE PROJECT FOR REVIEW PRIOR TO SUBMISSION OF SHOP DRAWINGS. SHOP DRAWINGS SUBMITTED PRIOR TO FULL REVIEW OF CEILING SYSTEM DRAWINGS AND CALCULATIONS WILL BE REJECTED.

4. REF DENOTES FOR REFERENCE ONLY. FIELD VERIFY.

5. COORDINATE STEEL LOCATIONS WITH CEILING SYSTEM SUPPORT LOCATIONS PRIOR TO SUBMISSION OF SHOP

DRAWINGS FOR REVIEW.

6. MAXIMUM ALLOWABLE QUANTITY OF EXISTING SLAB REINFORCING BARS TO BE REMOVED IN ANY DIRECTION

SHALL NOT EXCEED ONE BAR IN THE TOP OR BOTTOM OF THE SLAB U.N.O. SEE 3/S101.

BEAM

DENOTES MAX ASSUMED DOWNWARD CEILING LOAD OF 8

KIPS. THE MAXIMUM LOAD SHOWN IS BASED ON LIMITED

DATA. THE GOVERNMENT RESERVES THE RIGHT TO

MODIFY THE DESIGN SHOWN IF FINAL LOADING DATA IS

SIGNIFICANTLY LESS THAN THE LOAD SHOWN. IN NO CASE

SHALL CEILING SUPPPORT REACTIONS EXCEED WHAT IS

SHOWN.

DENOTES NEW SLAB PENETRATION. COORDINATE

LOCATION WITH MECHANICAL.

DENOTES AREA OF CEILING SYSTEM. SEE ARCH

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:

4TH FLOOR FRAMING PLAN VA MEMPHIS RENOVATE

OPERATING ROOMS

MEMPHIS, TN

S102

614-18-115

01/31/2020

BID DOCUMENTS

SLMSLW

3/16" = 1'-0"S102

1 4TH FLOOR FRAMING PLAN

4th FLOOR FRAMING NOTES 4th FLOOR FRAMING LEGEND Scale: 3/16"=1'-0"

4' 8' 16'2'

KEY PLAN

1/

2"

5"

1/

2"

W14X34

E-CB36X32

L4X4X1/4

1/2" DIA. 2-3/4" EMBED

HILIT HY-200 HAS STD ROD

S

LA

B

E X

IS

T.

3/16

+1/2"

RETURN

TOP AND

BOT TYP

PROVIDE POSITIVE

BEARING OF EXISTING

SLAB TO NEW STEEL

NOTES:

1. CONNECTION OF CEILING SYSTEM

TO STEEL MEMBER BY CEILING

SYSTEM MANUFACTURER

2. LOCATE EXISTING REINFORCING

THROUGH NON-DESTRUCTIVE

MEANS PRIOR TO SUBMISSION OF

SHOP DRAWINGS FOR REVIEW.

EXISTING

SLAB / BEAM

CEILING SYSTEM AND

CONNECTION TO ANGLES

BY MANUFACTURER

L6x4x1/4x1' - 2" EA.

SIDE OF CEILING

SUPPORT SYSTEM

2" 6" 7"

1' - 2"

(2) 3/4"Ø HILTI

KWIK BOLT TZ W/ 4

3/4" EMBED

S502

NOTES:

1. CONNECTION OF CEILING SYSTEM

TO STEEL MEMBER BY CEILING

SYSTEM MANUFACTURER

2. LOCATE EXISTING REINFORCING

THROUGH NON-DESTRUCTIVE

MEANS PRIOR TO SUBMISSION OF

SHOP DRAWINGS FOR REVIEW.

2" 4" 2"

2" 8"

8" 8"

8" 8"

8" 8"

8" 2"

5/8"x8"x5'-8" PLATE

3/4"Ø HIT RE 500 V3 + HAS, 6 3/8" EMBED

BEAM SEE PLAN

M A

X

4"

EXISTING DROP CAP

EXISTING COLUMN

1' - 4"

NOTE:

QTY OF FASTENERS TO BE

BASED ON THE BEAM SIZE.

BEAM SIZE

W10

# OF 1" A325

BOLTS

W14 3

3" 3"

S501

NOTES:

1. LOCATE EXISTING REINFORCING

THROUGH NON-DESTRUCTIVE

MEANS PRIOR TO SUBMISSION OF

SHOP DRAWINGS FOR REVIEW.

1/

2"

5"

1/

2"

C12X20.7

E-CB36X32

L4X4X1/4

1/2" DIA. 2-3/4" EMBED

HILIT HY-200 HAS STD ROD

S

LA

B

E X

IS

T.

3/16

+1/2"

RETURN

TOP AND

BOT TYP

PROVIDE POSITIVE

BEARING OF EXISTING

SLAB TO NEW STEEL

NEW SLAB OPENING

WITH MECH.

COORD.

BEAM, SEE PLANL4x4x1/4 TYP 3/16

+1/2"

RETURN

TOP AND

BOT TYP

3/16

+1/2"

RETURN

TOP AND

BOT TYP

EXISTING FLOOR SLABEXISTING FLOOR SLAB

M A

X

4" 1'

4"

EXISTING COLUMN

EXISTING SLAB AND DROP CAP

S501

BEAM SEE PLAN

2"

1/

2" 8"

8"

1/ 2"

4"

NOTE: SIM CONDITION

DOES NOT HAVE

ADDITIONAL BEAM

FRAMING INTO THE

SIDE.

S501

NOTES:

1. LOCATE EXISTING REINFORCING

THROUGH NON-DESTRUCTIVE

MEANS PRIOR TO SUBMISSION OF

SHOP DRAWINGS FOR REVIEW.

3/4"Ø HIT RE V3

+HAS, 6 3/8" EMBED

5/8"x8"x1'-7" PLATE

SIM

M A

X

4"

1/

2"

3"

3"

1/ 2"

1 1/2"

2" MIN.

1 1/2"

1/4

5/8"x8"x5'-8" PLATE

3/4"Ø HIT RE V3

+HAS, 6 3/8" EMBED

BEAM,

SEE PLAN

1/2"x5 1/2"x9"

PLATE

1"Ø A325 BOLTS

NOTES:

1. LOCATE EXISTING REINFORCING

THROUGH NON-DESTRUCTIVE

MEANS PRIOR TO SUBMISSION OF

SHOP DRAWINGS FOR REVIEW.

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

W10

# OF 3/4" A325

BOLTS

W14 3

3" MAX.

3" S

P A

C E

S

3" M

A X

M

IN

2"

M

IN

R 1/

TYP

1/2" TYP

T O

N E

A R

E S

T 1/

4" k

R O

U N

D E

D U

P bf

T O

N E

A R

E S

T 1/

4" k, R O

U N

D E

D U

P

ROUND UP TO NEAREST 1/4"

(b /2 + 1/2") 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

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 VA MEMPHIS RENOVATE

OPERATING ROOMS

MEMPHIS, TN

S501

614-18-115

01/31/2020

BID DOCUMENTS

SLMSLW

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

TYPICAL STEEL BEAM

TO CONCRETE CONNECTION

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

3 ANGLE CONNECTION DETAIL AT CONCRETE BEAM

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

4 GIRDER TO COLUMN CONNECTION

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

TYPICAL STEEL CHANNEL TO CONCRETE

CONNECTION

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

6 SECTION AT FLOOR OPENING

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

7 SECTION

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

8 BEAM TO COLUMN CONNECTION

3/4" = 1'-0"S501

2 TYPICAL BEAM TO BEAM CONNECTION

3" = 1'-0"S501

9 TYPICAL COPE DETAIL

1' - 1"

MIN.

6" 1' - 1"

2" L6x4x5/16x1'-2"

2" 2"

EXISTING CONCRETE

BEAM AND SLAB

3/4"Ø HILTI KWIK BOLT

TZ W/4 3/4" EMBED

EXISTING STIRRUPS

EXIST REBAR

NOTES:

1. LOCATE EXISTING REINFORCING

THROUGH NON-DESTRUCTIVE

MEANS PRIOR TO SUBMISSION OF

SHOP DRAWINGS FOR REVIEW.

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 VA MEMPHIS RENOVATE

OPERATING ROOMS

MEMPHIS, TN

S502

614-18-115

01/31/2020

BID DOCUMENTS

SLMSLW

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

SECTION VIEW FOR ANGLE CONNECTION AT

CONCRETE BEAM