36E77619R0062-009.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

BID DOCUMENTS

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

STRUCTURAL NOTES CONSTRUCT POLYTRAUMA

INTEGRATIVE REHABILITATION

CLINIC

RICHMOND, VA

S001

652-320

SLW SLM04-11-2019

A

E

G

E O R G

I

R

EG I STERED

PROFESSIONAL

No. 017147

E N G I N E R

SCOT T L . W E LAI

ND

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

BID DOCUMENTS

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

STRUCTURAL NOTES CONSTRUCT POLYTRAUMA

INTEGRATIVE REHABILITATION

CLINIC

RICHMOND, VA

S002

652-320

SLW SLM04-11-2019

BIKES

STRAT

FORM

LULZBOT

MARKFORGED

PARTS

BATH

UP

BIKES

STRAT

FORM

LULZBOT

MARKFORGED

PARTS

BATH

UP

BIKES

STRAT

FORM

LULZBOT

MARKFORGED

PARTS

BATH

UP

A B C D E F G

A.3

C.5 E.5

6.2

A.6

5.6

3.7

F.5

3.5

20' - 1" 12' - 5" 28' - 6" 16' - 6" 14' - 0" 30' - 6" 14' - 0" 16' - 6" 17' - 1 1/2" 13' - 4 1/2"

4.3

4.4

4.7

HSS5X5X5/16

HSS5X5X5/16

HSS5X5X1/4 HSS5X5X5/16

HSS5X5X5/16

HSS5X5X1/4

HSS5X5X5/16 HSS5X5X5/16

HSS5X5X1/4

HSS5X5X5/16 HSS5X5X1/4

HSS4X4X1/4

HSS6X6X5/16

HSS6X6X5/16

HSS5X5X1/4

HSS6X6X1/4

HSS5X5X5/16

HSS6X6X1/4

HSS6X6X5/16

HSS6X6X1/4

HSS6X6X1/4

HSS6X6X1/4

HSS6X6X1/4

HSS6X6X5/16

HSS6X6X1/4

HSS4X4X3/8

HSS4X4X3/8

HSS5X5X1/4

HSS6X6X5/16

HSS6X6X1/4

HSS5X5X1/4

HSS5X5X1/4

HSS6X6X1/4

HSS5X5X3/8

HSS5X5X3/8

HSS5X5X1/4

HSS5X5X1/4

HSS4X4X1/4

HSS4X4X1/4

C.J.

C .J

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C .J

C .J

C .J

C .J

C .J

C .J

C .J

. C .J

C .J

C .J

C .J

4" THICK SLAB ON GRADE REINFORCED WITH

WWR 6x6-W1.4xW1.4 AT 2" BELOW TOP OF

SLAB. POUR OVER 10 MIL VAPOR BARRIER

OVER 4" CRUSHER RUN BASE.

F12 / P2

F5/P3

F9/P2

F7

F-10 F9x15.5

F-9

F-7

F-9

F-7

F-7

F-7

F10/P2

F7

F6

F-4

F12 / P2

F9/P2

F-4

F-4

S301

S301

S301

S301

S301

S301

S303

TYP

S302

C .J

C .J

C.J.

HSS6X6X1/4

HSS6X6X1/4

HSS6X6X1/4

HSS6X6X1/4

4" THICK SLAB ON GRADE REINFORCED WITH

WWR 6x6-W1.4xW1.4 AT 2" BELOW TOP OF

SLAB. POUR OVER 10 MIL VAPOR BARRIER

OVER 4" CRUSHER RUN BASE.

S302

C.J.

C .J

S -6'-8"

-4'-8"

S -4'-8"

-2'-8"

S -8'-8"

-6'-8"

S -10'-0"

-8'-8"

S -8'-8"

-10'-0"

S -6'-8"

-8'-8"

S -4'-8"

-6-8"

S -2'-8"

-4'-8"

(-6'-6") (-6'-6")

(-6'-6")

(-6'-6")

(-6'-6") (-6'-6")

(-6'-6")

(-6'-6")

(-6'-6")

(-6'-6")

(-6'-6")

S -4'-8"

-6-6"

S -2'-8"

-4'-8"

(-6'-6")

S

-4'-8"

-6-6"

S

-2'-8"

-4'-8"

S303

S303

S303

S303

P2W W19-1x1/8

GALVANIZED

STEEL

GRATING

W X

0 W8X10

S203

3.9

6.4

3.4

4.6

3.6

6'

6" 3'

8'

6"

8'

1/

2"

3'

1/

2"

8'

1/

2"

3'

1/

2"

8'

6"

2'

0"

1'

4'

/2

1'

1/

2"

2'

0"

(-3'-0")

(-3'-0")

(-3'-0")

(-2'-6")

(-2'-6")

HSS4X4X1/4

F-5

HSS4X4X1/4

F-5

HSS4X4X1/4

F-5

HSS4X4X1/4

F-5

HSS4X4X1/4

F-5

HSS4X4X1/4F-5

F-4

HSS4X4X1/4

HSS4X4X1/4

1"

E .O

.S

-2

-2"

-2"

-2

-2

-2"-2"

-2

-2

-2"-2"

-2

S302

4" THICK SLAB ON GRADE REINFORCED WITH

WWR 6x6-W1.4xW1.4 AT 2" BELOW TOP OF

SLAB. POUR OVER 10 MIL VAPOR BARRIER

OVER 4" CRUSHER RUN BASE.

E.O.S.

18' - 11"

E.O.S.

3"

E .O

.S

3"

E.O.S.

2' - 4"

E .O

.S

1'

3"

E.O.S.

2' - 10"E.O.S.

2' - 10"

E .O

.S

3"

E.O.S.

8' - 10"

E.O.S.

24' - 10"

E.O.S.

5' - 8"

E.O.S.

8' - 10"

E.O.S.

2' - 4"

E .O

.S

3"

E.O.S.

4"

E .O

.S

4"

E.O.S.

8' - 4"

E.O.S.

11' - 9"

E .O

.S

2'

0"

C.J.

S302

S302TYP

TYP

S101

HSS6X6X1/2

B.2

30' - 0" 30' - 4" E.O.S.

F12 / P2

F7/P2

F6/P3

/P2

/P3

/P3

P2

F8/P1

P2

P1

F6/P3 F6/P3

F4/P3

F4/P3

F6/P3 F5/P3

F9/P2W

F5/P3

F9/P2W

F8/P2 (-6'-6") F8/P2

F6/P2 F6/P2

S301

S301

S304

S304

4SIM

F7/P1

SEE NOTE 9

F8x39.5

(-3'-6")

3'

6" 3'

6"

3" E

.O .S

3" E.O.S.

E.O.S.

3"

3" E.O.S.

3" E

.O .S

3" E

.O .S

E.O.S.

3'-1"

E .O

.S

2'

3"

E .O

.S

TYP

C.J.

S303

S303

S303

S301

S301

SIM

S304

S301

W W

W

W

W

W

W

PLAN

NORTH

TRUE

NORTH

HIDDEN EDGE OF FOOTING

EDGE OF SLAB / FOOTING

DENOTE STEP IN FOUNDATION ELEVATION

DENOTES STEP IN SLAB

DENOTES SLOPE IN SLAB. REFER TO ARCH FOR

SLOPE REQUIREMENTS

FOUNDATION PLAN LEGEND

S -X'-X"

-X'-X"

-X"

FOUNDATION PLAN NOTES

1. TOP OF FOOTING (INTERIOR) = -1'-0" TYP U.N.O.

2. TOP OF FOOTING (EXTERIOR) = -2'-8" TYP U.N.O.

3. TOP OF SLAB = 0'-0" = 181.50 FT MSL TYP UNO

4. TOP OF FOUNDATION WALLS = -1'-0" U.N.O.

5. C.J. DENOTES CONTROL JOINT OR CONSTRUCTION JOINT AT CONTRACTORS OPTION EXCEPT WHERE

CONSTRUCTION JOINT IS SPECIFICALLY NOTED.

6. F-X DENOTES FOOTING MARK NUMBER. SEE FOOTING SCHEDULE

7. WWR DENOTES WELDED WIRE REINFORCEMENT. WWR SHALL BE FURNISHED IN FLAT SHEETS AND

INSTALLED ON CHAIRS.

8. PX DENOTES PIER MARK. TOP OF PIER = -1'-0" U.N.O. SEE PIER SCHEDULE FOR ADDITIONAL

INFORMATION.

9. REFER TO DETAIL 8/S302 FOR EQUIPMENT PADS IN MECHANICAL ROOM. COORDINATE LOCATIONS AND

SIZES OF EQUIPMENT PADS WITH MECHANICAL DRAWINGS AND ACUTAL EQUIPMENT PROVIDED.

10. FOUNDATION AND SLAB REQUIREMENTS FOR OUTDOOR EXCERCISE CANOPY NOT REQUIRED WITH BID ALTERNATE NO. 11. REFER TO SPECIFICATION 01 00 00 FOR ADDITIONAL INFORMATION REGARDING

BID ALTERNATES.

A

A

6 6

2'

0"

2' - 0"

SUMP PIT

E.O.S.

E.O.S.

2'-0" THICK FOOTING WITH #6@12" O.C.

E.W. TOP AND BOTTOM. T/FTG= -10'-0"

WALL SEE DETAILS

WALL SEE DETAILS

HIDDEN EDGE OF

FOOTING

EDGE OF FOOTING

COLUMN AND PIER SEE

PLAN

WALL SEE DETAILS

S303

6' -4

6' - 0"

S303

VENDOR DESIGNED

LADDER

4' - 0" 8' - 2" 4' - 0"

4'

0" 8'

-6

4'

0"

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

BID DOCUMENTS

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

FOUNDATION PLAN CONSTRUCT POLYTRAUMA

INTEGRATIVE REHABILITATION

CLINIC

RICHMOND, VA

S101

652-320

SLW SLM04-11-2019

1/8" = 1'-0"S101

1 FOUNDATION PLAN

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

4' 8' 16' 24'2' 1/4" = 1'-0"S101

2 PARTIAL FOUNDATION PLAN AT PIT

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

1' 4' 8' 12'

U P

T O

R O O F

DN

A B C D E F G

A.3

C.5 E.5

6.2

A.6

5.6

3.7

F.5

3.5

20' - 1" 12' - 5" 28' - 6" 16' - 6" 14' - 0" 30' - 6" 14' - 0" 16' - 6" 17' - 1 1/2" 13' - 4 1/2"

4.3

S201

S201

S201

S201

S201

S201

S202

S202

4.4 4.4

4.7

S202

W

X

W

X

W14X22 W14X22 W14X22

W14X22 W14X22

W12X14 W14X22 W14X22

W16X31 W14X22 W16X26 W16X26 W16X26

W16X31 W14X26 W16X26 W16X26 W16X26 W14X22

HSS6X6X3/8

W18X40 W14X22 W12X19

W12X19

W12X19 W14X22

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W16X26W14X22W16X31

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W12X14

W

X

W

X

W

X

W

X

W

X

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W14X26

W14X26

W14X26

W14X22

W14X22

W14X22

W14X22

W16X31

W16X31

W14X22 W14X22

W14X22 W14X22

W14X22

W14X22

W16X26W16X31 W16X26 W16X26

W16X26W16X31 W16X26 W16X26

W16X31

W16X31

W16X31

W16X31

W14X26 W12X19 W16X36 W16X26

W14X26 W12X19 W16X36 W16X26

W14X26

W12X19

W16X36 W16X26

W14X26 W16X26 W16X36 W16X26

W12X14 W12X14

W16X31 W14X26

W14X22

W16X26

W14X26 W16X26W

X

W16X26

W16X26

W16X26

W16X26

W12X14

W12X14W16X31 W14X26 W16X26W16X26

W14X22 W16X26

W16X26 W16X26W16X26

W

X

W

X

W

X

W12X19

1.5VLI22 COMPOSITE METAL

DECK WITH 3 1/4" LIGHT

WEIGHT CONCRETE

COVER. THE SLAB SHALL

BE REINFORCED WITH

WWR 6x6-W2.9xW2.9 AT

MID-DEPTH OF SLAB

E .O

.D

3"

3" E.O.D.E.O.D.

3"

E .O

.D

3"

E.O.D.

3"

E .O

.D

3"

E.O.D.

3"

S501

S501

S501

TYP

TYP

S501

S501

S501

S501

S501

H S

S

X 6X

1/

H S

S

X 6X

1/

HSS12X6X1/4

1'

0" E

.O .D

3N20 ROOF DECKHSS12X6X1/4

E.O.D.

5"E

.O .D

1'

0"

S203

S203

H S

S

X 4X

1/

(+1'-2 1/4")

(+1'-4 5/8")

S203

E.O.D.

6"

E .O

.D

3/

4"

E.O.D.

3 5/8"

E.O.D.

3 7/8"

E .O

.D

1/

2"

W

X

W12X19

E .O

.D

3"

H S

S 6X

2X 1/

H S

S 6X

2X 1/

HSS6X2X1/4

HSS6X2X1/4

HSS6X2X1/4

HSS6X2X1/4

HSS6X2X1/4

HSS6X2X1/4

HSS6X2X1/4

HSS6X4X1/4 HSS6X4X1/4 HSS6X4X1/4

3.9

6.4

3.4

4.6

3.6

W

X 31 W

X

W

X

W

X

W

X

W

X

W

X

6'

6" 3'

8'

6"

8'

1/

2"

3'

1/

2"

8'

1/

2"

3'

1/

2"

8'

6"

2'

0"

1'

4'

/2

1'

1/

2"

2'

0"

W

X

B.2

5" E.O.D.

W 8X

W

8X

W 8X

W 8X

W

8X

W 8X

W 8X

W 8X

W

8X

W 8X

W 8X

W

8X

W 8X

W 8X

W 8X

W 8X

W 8X

W

8X

W 8X

W 8X

W

8X

AHU

E.O.D.

6"

S504

HSS6X2X1/4

HSS6X2X1/4

HSS6X2X1/4

S504

HSS8X2X1/4

HSS8X2X1/4

LSH

LSH

LS

HLS

H

LSH

LSH

LSH

LSH

LSH

LSH

LSH

LSH

LSH

LSH

S502

S502

S502

S502

S502

S502

S502

S502

S505

S505

S505

S506

TYP, SEE

NOTES

4'

3" 4'

3"

3'

"4

3/

4"

5'

3/

8"

5'

3/

8" 5'

3/ 8"

H S

S 6X

4X 1/

H

S S

6X 4X

1/

H S

S 6X

4X 1/

HSS6X6X3/8 HSS6X6X3/8

HSS6X6X3/8HSS6X6X3/8

LS

H

LS

H

LS

H

LSH LSH LSH

S506

TYP

30' - 0"

S504

S504

OPP

HAND

S504

H S

S

X 4X

1/

H S

S

X 4X

1/

H S

S

X 4X

1/

S505

TYP

S505

C

X

.7C8X11.5

C8X11.5

C9X15

C12X20.74' - 8"

E .O

.D

3'

2"

2'

SEE NOTE 6

C9X15

W16X26

W16X26

HSS6X2X1/4

LSH

W16X26

5'

6" 4'

7"

4'

7" 5'

6"

SHIM UNDER DECK

AS REQUIRED

2'

0"

1.5B22 ROOF DECK.

ATTACHED TO

STEEL WITH 5/8"

PUDDLE WELDS AT

36/4 PATTERN WITH

(1)#10 TEK SCREW

SIDELAP PER SPAN

S506

PLAN

NORTH

TRUE

NORTH

INTERSTITIAL FRAMING PLAN NOTES

1. T/STL = +10'-11 1/4" U.N.O

2. (+X'-X") DENOTES TOP OF STEEL ABOVE TYP TOP OF STEEL.

3.(-X'-X") DENOTES TOP OF STEEL BELOW TYP TOP OF STEEL.

4. DENOTES DECK SPAN DIRECTION

5. BEAMS SHALL BE EQUALLY SPACED NOT TO EXCEED 6'-9" O.C.

6. MANUFACTURER DESIGNED AHU CURB SHALL STRUCTURAL SPAN BETWEEN

FLOOR BEAMS BELOW. COORDINATE LOCATION WITH MECHANICAL DRAWINGS.

7. COORDINATE STEEL LOCATIONS WITH ACTUAL PATIENT LIFTS PROVIDED

PRIOR TO SUBMISSION OF STEEL SHOP DRAWINGS FOR REVIEW. DESIGN OF LIFT

SYSTEM INCLUDING BUT NOT LIMITED TO RAILS, VERTICAL SUPPORTS AND

VERTICAL SUPPORT CONNECTIONS TO FLOOR FRAMING IS BY THE PATIENT LIFT

MANUFACTURER.

8. FOR FLOOR PENETRATIONS 3" IN DIAMETER/WIDTH AND SMALLER REFER TO

DETAIL 2/S506 FOR REQUIREMENTS

9. FOR FLOOR PENETRATIONS BETWEEN 8" AND 3" IN DIAMETER/WIDTH REFER TO

DETAIL 3/S506 FOR REQUIREMENTS.

10. FOR FLOOR PENETRATIONS LARGER THAN 8" IN DIAMETER/WIDTH OR FOR

MULTIPLE PENTRATIONS SPACED CLOSER THAN THE LIMITS SET IN DETAILS 2

AND 3 S/506 PROVIDE FLOOR FRAME PER DETAIL 1/S506.

11. IN NO CASE SHALL PENETRATIONS LARGER THAN 1" IN DIAMETER OR WIDTH

BE LOCATED WITHIN 1'-0" OF A BEAM.

12. REFER TO DETAIL 9/S501 FOR EQUIPMENT PADS. COORDINATE LOCATIONS

AND SIZES OF EQUIPMENT PADS WITH MECHANICAL DRAWINGS AND ACUTAL

EQUIPMENT PROVIDED.

13. FRAMING REQUIREMENTS FOR OUTDOOR EXCERCISE CANOPY NOT REQUIRED

WITH BID ALTERNATE NO. 11. REFER TO SPECIFICATION 01 00 00 FOR ADDITIONAL

INFORMATION REGARDING BID ALTERNATES.

BRACED FRAME

BEAM/JOIST

DENOTES 50 PSF LIVE LOAD AREA

INTERSTITIAL FRAMING PLAN LEGEND

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

BID DOCUMENTS

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

FLOOR FRAMING PLAN CONSTRUCT POLYTRAUMA

INTEGRATIVE REHABILITATION

CLINIC

RICHMOND, VA

S102

652-320

SLW SLM04-11-2019

1/8" = 1'-0"S102

1 INTERSTITIAL FLOOR FRAMING PLAN

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

4' 8' 16' 24'2'

A B C D E F G

C.5 E.5

6.2

A.6

5.6

3.7

F.5

3.5

20' - 1" 12' - 5" 28' - 6" 16' - 6" 14' - 0" 30' - 6" 14' - 0" 16' - 6" 17' - 1 1/2" 13' - 4 1/2"

4.3

S201

S201

S201

S201

S201

S201

S202

S202

4.4

4.7

S202

W16X26

W16X31

W16X31

W

X

W

X

W

X

W

X

W16X26 W16X31 W12X14 W14X22

W

X

W

X

W14X22 W16X31

W

X

W16X26

W

X

W16X26 W16X31 W16X26

W16X26 W16X31

W

X

W16X26 W18X35 W16X26 W16X26

W

X

W 18X35

W 18X35

W

X35

W

X35

W

X

K

K

K

K

K

K

K

K

K

K

K

K

K

W

X

K

K

K

K

K

K

K

K

K

K

K

W18X35

20K6

20K6

20K6

20K6

20K6

20K6

20K6

20K6

20K6

20K6

20K6

W 18X35

W 18X35

20K6

20K6

20K6

20K6

20K6

20K6

20K6

HSS14X6X1/2

W16X31

W18X40 W18X40 W18X40

W16X26

K

W

X

K

K

K

K

K

K

K

K

K

K

K

K

4 20 K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

1 10 K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

W12X14

W16X31W12X14

H S

S

X 6X

1/

HSS14X6X1/2

K

20K6

16K2

16K2

12K1

10K1

10K1

K

K

K

K

K

K

20K6

16K2

16K2

12K1

10K1

10K1

K

K

K

K

K

K

20K6

16K2

16K2

12K1

10K1

10K1

K

K

K

K

K

K

1W12X14

W

X

W12X14 W

X

W

X

W12X14

K

W

X

W

X

W

X

W

X

W

X

W

X

W12X14

W16X26 W16X31 W16X26

W

X

W

X

W

X

W

X

W14X22 W16X31

W16X31

(-3'-0") (-3'-0") (-3'-0") (-3'-0") (-3'-0") (-3'-0") (-3'-0") (-3'-0")

(-3'-0")

(-3'-0")

(-3'-0")

3'

-0

3'

-0

3'

-0

3'

-0

3'

-0

3'

-0

(+7'-10")(+7'-10")

(+7'-10")

(+7'-10") (+7'-10")

7'

-1 0"

(+7'-10")

7'

-1 0"

7' -1

0"

7'

-1 0"

7'

-1 0"

0'

-2

/2

0'

-2

/2

0'

-2

/2

0'

-2

/2

0'

-2

/2

0'

-2

/2

0'

-2

/2

0'

-2

/2

0'

-2

/2

0'

-2

/2

E.O.D.

3' - 0"

E .O

.D

3'

0"

E .O

.D

3'

0"

E .O

.D

3'

0"

E.O.D.

3"

E .O

.D

3"

E.O.D.

3"

E .O

.D

3"E.O.D.

3' - 0"

JOIST EXTENSION TYP

S503

S503

S502

S501

S502

S502

S501

S502

S502

S502

S502

S502

S503

TYP

S502

1'-11 3/4"

S503

TYP

S504

20K6

W18X35

S504

W12X14

0'

-2

/2

OPEN

BELOW

S103

3.9

3'

8'

6"

8'

1/ 2"

1"

3'

1/

2"

8'

6"

2'

0"

6'

1/

2"

/2

2'

0"

W

X

7'

-2

S204

K

S P

20 KSP 1

S204

S204

K

S P

K

E.O.D.

3' - 0"

S504

S204

S204

S204

CHILLER CH-1

HP-2

HP-1

EF-1

EF-2

EF-4

EF-6

HP-3

EF-3

EF-5

HSS8x2x1/4 LSH

S505

S502 W8x10 TYP.

S505 6

S505

S503

10 TYP

HSS3x3x1/4@2'-0" O.C.

C5x6.7 CONT

HSS3x3x1/4@2'-0" O.C.

C5x6.7 CONT

S505

S505

S505

S505

TYP

S502

S505

TYP

TYP

4'

4"

S204

TYP

W x2

0'

-2

/2

W

X

PLAN

NORTH

TRUE

NORTH

ROOF FRAMING PLAN NOTES

1. TOP OF STEEL = +19'-5" TYP UNO

2. (+X'-X") DENOTES TOP OF STEEL ABOVE TYP TOP OF STEEL.

3.(-X'-X") DENOTES TOP OF STEEL BELOW TYP TOP OF STEEL.

4. COORDINATE TOP OF STEEL WITH JOIST SEAT DEPTH. DESIGN BASIS JOIST SEAT

DEPTH IS 0'-5".

5. PROVIDE UPLIFT BRIDGING AT THE FIRST BOTTOM CHORD PANEL POINT AT EACH

END OF JOIST.

6. DENOTES SPAN DIRECTION OF 3N20 ROOF DECK.

7. JOISTS SHALL BE EQUALLY SPACED NOT TO EXCEED 4'-0" O.C.

8. ALL LIGHT GAUGE FRAMING AT THE BUILDING ENVELOPE INCLUDING ASSOCIATED

CONNECTIONS TO THE STRUCTURE SHALL BE VENDOR DESIGNED FOR ALL GRAVITY,

WIND AND SEISMIC LOADINGS. IF LIGHT GAUGE ENGINEER DEVIATES FROM THE

BLAST REQUIREMENTS SHOWN ON THIS SHEET THEN THE LIGHT GAUGE ENGINEER IS

RESPONSIBLE FOR THE BLAST DESIGN OF THESE MEMBERS AND ASSICIATED

CONNECTIONS IN ACCORDANCE WITH THE BLAST REQUIREMENTS SHOWN ON THE

DRAWINGS AND SPECIFICATIONS.

9. REFER TO 5/S506 FOR GUY WIRE SUPPORT DETAILS. COORDINATE LOCATIONS

WITH MECHANICAL AND PRIOR TO SUBMISSION OF THE JOIST SHOP DRAWINGS FOR

REVIEW.

BRACED FRAME

BEAM/JOIST

EDGE OF DECK

JOIST BRIDGING

INDICATES BOTTOM FLANGE BRACE

DENOTES JOIST POINT LOAD, SEE

EQUIPMENT POINT LOAD SCHEDULE

BELOW FOR LOADS. COORDINATE

LOCATIONS AND LOADS WITH

EQUIPMENT PROVIDED

ROOF FRAMING PLAN LEGEND

OPENING WIDTH JAMB SIZE HEAD/SILL SIZE JAMB TOP CONNECTOR JAMB BASE CONNECTOR

UP TO 4'-0"

6'-0"

LIGHT GAUGE FRAMED OPENING SCHEUDLE FOR BLAST LOADING

(REQUIREMENTS FOR MISSION CRITICAL PROTECTED)

(2) 600S200-97

(2) 600S250-97

(2) 600S200-97

(2) 600S200-97

(2) VERTICLIP SL600-68

(2) VERTICLIP SL600-68

(2) STIFFCLIP CL600-68

(2) STIFFCLIP CL600-68

NOTES:

1. SIZES SHOWN ARE FOR BLAST LOADING ONLY. LIGHT GAUGE VENDOR SHALL DESIGN ALL LIGHT GAUGE FOR CODE

PRESCRIBED LOADS AND DEFLECTIONS AS SHOWN ON THE DRAWINGS.

2. ALL MEMBERS AND CONNECTORS SHOWN SHALL BE 50 KSI.

3. CONNECTORS AND ANCHORS SHOWN ARE DESIGN BASIS.

4. BASE CONNECTOR SHALL HAVE (1) 1/2" DIAMETER x 3 5/8" EMBED HITLI KWIK BOLT TZ ANCHOR AT EACH CONNECTOR TO

CONCRETE AND (6) #12 SELF-DRILLING SCREWS TO THE JAMB.

5. TOP CONNECTOR SHALL BE CONNECTED TO THE STUD WITH (4) #12 SELF DRILLING SCREWS. ATTACH CONNECTOR TO STEEL FRAMEWORK WITH (3) 0.157" DIAMETER POWDER DRIVEN FASTENERS WITH A MINIMUM SPACING OF 1" AND MINIMUM

EDGE DISTANCE OF 1/2".

6. BUILT UP STUDS SHALL NOT BE BACK TO BACK. ADD TRACK, SAME GAUGE AS STUD, AS REQUIRED TO BUILD UP MEMBER

AND PROVIDE FLAT SURFACE FOR ROUGH OPENING.

7. MEMBERS ARE DESIGNED BASED ON VA PHYSICAL SECURITY DESIGN MANUAL FOR MISSION CRITICAL PROTECTED

FACILITES, JANUARY 2015.

8. PROVIDE A MINIMUM OF 3" EDGE DISTANCE TO POST INSTALLED ANCHOR NOTED IN NOTE 3 ABOVE.

WALL HEIGHT STUD SIZE STUD SPACING

TOP CONNECTOR

TO STEEL

BASE CONNECTOR TO

CONCRETE

UP to 15'-0"

LIGHT GAUGE WALL FRAMING SCHEUDLE FOR BLAST LOADING

(REQUIREMENTS FOR MISSION CRITICAL PROTECTED)

(1) STIFFCLIP AL600-68 (1) STIFFCLIP CL600-68600S162-97 1'-0"

STUDS AT BRICK LOCATIONS

STUDS AT ACM OR METAL WALL PANEL LOCATIONS

UP to 18'-0" (1) STIFFCLIP AL600-68 (1) STIFFCLIP CL600-118(2) 600S200-97 1'-0"

NOTES:

1. SIZES SHOWN ARE FOR BLAST LOADING ONLY. LIGHT GAUGE VENDOR SHALL DESIGN ALL LIGHT GAUGE FOR CODE

PRESCRIBED LOADS AND DEFLECTIONS AS SHOWN ON THE DRAWINGS.

2. ALL MEMBERS AND CONNECTORS SHOWN SHALL BE 50 KSI.

3. CONNECTOR AND ANCHOR TYPE SHOWN ARE DESIGN BASIS.

3. STUD BASE CONNECTORS BELOW INTERSTITIAL LEVEL SHALL HAVE (1) 1/2" DIAMETER x 3 5/8" EMBED HILTI KWIK BOLT

TZ ANCHOR TO CONCRETE AND (6) #12 SDS TO STUD.

4. ALL STUD TOP CONNECTORS SHALL BE CONNECTED TO THE STUD WITH (4) #12 SELF DRILLING SCREWS. ATTACH CONNECTOR TO STEEL FRAMEWORK WITH (2) 0.157" DIAMETER POWDER DRIVEN FASTENERS WITH A MINIMUM SPACING OF

1" AND MINIMUM EDGE DISTANCE OF 1/2".

5. BASE CONNECTOR AT STUDS ABOVE THE INTERSTITIAL LEVEL SHALL BE CONNECTED TO THE STUD WITH (6) #12 SELF DRILLING SCREWS AND ATTACHED TO STEEL FRAMEWORK WITH (3) 0.157" DIAMETER POWDER DRIVEN FASTENERS WITH A

MINIMUM SPACING OF 1" AND MINIMUM EDGE DISTANCE OF 1/2"

6. MEMBERS ARE DESIGNED BASED ON VA PHYSICAL SECURITY DESIGN MANUAL FOR MISSION CRITICAL PROTECTED

FACILITES, JANUARY 2015.

7. BUILT UP STUDS SHALL NOT BE BACK TO BACK.ADD TRACK, SAME GAUGE AS STUD, AS REQUIRED TO BUILD UP MEMBER

INTO BOX SHAPE.

B

B.3

4.4

4.7

HSS4X4X1/4

HSS4X4X1/4

W

X

W

X

W12X14

W

X

W12X14

'-8

7'

-1 0"

7' -1

0"

8'

1/

2"

8' - 6"

2" E.O.D.

2"

E .O

.D

2" E

.O .D

10K1

1"

10K1

10K1

10K1

10K1

S502

S502

S502

PLAN

NORTH

TRUE

NORTH

EQUIPMENT POINT LOAD (LBS)

CHILLER CH-1 500

HP-1/HP-2/HP-3 150

150EXHAUST FANS (EF)

EQUIPMENT POINT LOADS ON JOISTS

600GUY WIRE

W x3

W x2

K

W18x40

W16X31

F

S505

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

BID DOCUMENTS

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

ROOF FRAMING PLAN CONSTRUCT POLYTRAUMA

INTEGRATIVE REHABILITATION

CLINIC

RICHMOND, VA

S103

652-320

SLW SLM04-11-2019

1/8" = 1'-0"S103

1 ROOF FRAMING PLAN

3/16" = 1'-0"S103

2 PARTIAL ROOF PLAN

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

4' 8' 16' 24'2'

Scale: 3/16"=1'-0"

4' 8' 16' 24'2'

1/2" = 1'-0"S103

3 PARTIAL ROOF PLAN AT LOW ROOF

CD

T/STL SEE PLAN

T/STL SEE PLAN

T/STL SEE PLAN

HSS4X4X1/4

HSS4X4X1/4

HSS4X4X1/4

HSS4X4X1/4

HSS4X4X3/8

HSS4X4X3/8

W16X26

W16X31

W18X35

S503

S503

S503

TYP

TYP

TYP

T = C = 18 KIPS

T = C = 18 KIPS

T = C = 24 KIPS T = C = 24 KIPS

T = C = 18 KIPS

T = C = 18 KIPS

76.25.6

HSS4X4X1/4

HSS4X

4X

1/

W16X26

T/STL SEE PLAN

S503

S503

1 TYP

TYP

H S

S 6X

2X 1/

HSS6X6X1/4

H S

S 6X

2X 1/

T/STL SEE PLAN

T/STL SEE PLANW12X14

W16X26

HSS14X6X1/2

S503

HSS14X6X1/2

S504

S504

TYPTYP

5'

3/

4"

9' - 2" 5' - 9"5' - 2"

T

C =

KI

PS

T = C = 12 KIPS

T = C = 10 KIPS

T

C =

KI

PS

T = C = 23 KIPS

NOTE: COORDINATE TUBE

LOCATIONS WITH MECHANICAL

AND ACTUAL LOUVER PROVIDED

S505

S503

SIM

TRIM AS

REQUIRED

9"

HSS6X2X1/4

BC

HSS5X5X5/16

HSS5X5X5/16

W14X22

HSS4X4X5/16

W16X31

HSS4X4X5/16

T/STL SEE PLAN

T/STL SEE PLAN

S503

S503

S503

TYP

TYP

T = C = 38 KIPS

T = C

= 49 KIPS

T = C = 38 KIPS

T = C = 49 KIPS

HSS4X4X1/4

HSS4X4X1/4

W14X22

W16X26

HSS5X5X1/4

HSS5X

5X 1/4

T/STL SEE PLAN

T/STL SEE PLAN

S503

S503

S503

TYP

TYP

TYP

3.9

W16X31

W16X31

W18X40

HSS4X4X1/4 HSS4X4X1/4

T/STL SEE PLAN

T/STL SEE PLAN

T/STL SEE PLAN

T = C = 19 KIPS T = C = 19 KIPS

T = C = 12 KIPS

T = C =

K

IP

S

T = C = 12 KIPS

T = C = 38 KIPS

6 5

W14X22

W16X31

HSS4X

4X

3/8

HSS4X4X1/4

HSS4X4X1/4

HSS4X4X3/8

T/STL SEE PLAN

T/STL SEE PLAN

S503

S503

S503

TYP

TYP

T = C =

K

IP

S

T = C = 22 KIPS T = C = 22 KIPS

T = C = 34 KIPS

B C

W16X31

HSS4X4X1/4HSS4X4X1/4

HSS5X5X1/4

HSS5X5X1/4

W14X22

T/STL SEE PLAN

T/STL SEE PLAN

S503

S503

S503

4 TYP

TYP

T = C = 17 KIPS

T = C

= 30 KIPS

T = C = 17 KIPS

T = C = 30 KIPS

BRACING ELEVATION NOTES

1. 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

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

BID DOCUMENTS

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

BRACING ELEVATIONS CONSTRUCT POLYTRAUMA

INTEGRATIVE REHABILITATION

CLINIC

RICHMOND, VA

S201

652-320

SLW SLM04-11-2019

1/4" = 1'-0"S201

1 ELEVATION ALONG GRID LINE 4

1/4" = 1'-0"S201

2 ELEVATION ALONG GRID LINE D 1/4" = 1'-0"S201

3 ELEVATION ALONG GRID LINE 7

1/4" = 1'-0"S201

4 ELEVATION ALONG GRID LINE F

1/4" = 1'-0"S201

5 ELEVATION ALONG GRID LINE A

1/4" = 1'-0"S201

6 ELEVATION ALONG GRID LINE 3

54.3

HSS4X4X1/4

HSS4X4X1/4

HSS5X5X1/4HSS5X

5X

1/4

W18X40

W14X22T/STL SEE PLAN

T/STL SEE PLAN

S503

S503

S503

TYP

TYP

TYP

T = C = 11 KIPS T = C = 11 KIPS

T = C =

K

IP

S T = C = 31 KIPS

C D

W16X31

HSS4X4X1/4

HSS4X4X1/4

W16X31

HSS4X4X1/4

W16X26

HSS4X4X1/4

T/STL SEE PLAN

T/STL SEE PLAN

T/STL SEE PLAN

S503

S503

TYP

TYP

T = C = 26 KIPS T = C = 26 KIPS

T = C = 15 KIPS T = C = 15 KIPS

54 5.64.4 4.7

W12X14

W16X26 W16X26

W12X14

W12X14W12X14

W12X14

W16X26

H

SS4X4X1/4

H

SS

4X 4X

1/

HSS

4X

4X 1/

HSS4

X4

X1 /4

HSS4X4X1/4

HSS4X4X1/4

H

SS

4X 4X

1/

H

SS4X4X1/4

H

SS4X4X1/4

H

SS

4X 4X

1/

H S

S 4X

4X 1/

H S

S 4X

4X 1/4

W12X14

T/STL SEE PLAN

T/STL SEE PLAN

T/STL SEE PLAN

S503

S503

S503

TYP

TYP

TYP

T

C =

KIP

S T = C = 15 KIPS

T

C =

KIP

S T = C = 18 KIPS

T

C

KI

PS

T = C

= 29 KIPS

T = C = 24 K

IP

S

T

C

K

IP

S

T

C

KI

PS

T = C

= 18 KIPS

T

C

KI

PS

T = C

= 18 KIPS

W12X26

W12X26

W16X26

HSS6x2x1/4 LSH

HSS6x2x1/4 LSH

H S

S 6x

2x 1/

H S

S 6x

2x 1/

S504

S504

4'

0"

13' - 8"

NOTE: COORDINATE TUBE

LOCATIONS WITH MECHANICAL

AND ACTUAL LOUVER PROVIDED

S505

8"

BRACING ELEVATION NOTES

1. 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

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

BID DOCUMENTS

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

BRACING ELEVATIONS CONSTRUCT POLYTRAUMA

INTEGRATIVE REHABILITATION

CLINIC

RICHMOND, VA

S202

652-320

SLW SLM04-11-2019

1/4" = 1'-0"S202

ELEVATION ALONG GRID

LINE D BETWEEN 4.3 AND 5

1/4" = 1'-0"S202

2 ELEVATION ALONG GRID LINE 5.6 1/4" = 1'-0"S202

3 ELEVATION ALONG GRID LINE B

Level 1 0"

FG

LOW ROOF

16' - 5"

HIGH ROOF

27' - 3"

H S

S 6X

6X 3/

H S

S 6X

6X 3/

H S

S 6X

6X 3/

H S

S 6X

6X 3/

HSS6X6X3/8 HSS6X6X3/8 HSS6X6X3/8

2' - 2"

8' - 3" 8' - 0" 8' - 3" 3' - 10"

S504

S504

S504

TYP

TYP

TYP

BEAM SEE PLAN

LG STUDS TYP

HSS6X6X3/8HSS6X6X3/8

S505

Level 1 0"

Level 2 10' - 11 1/4"

543.5

LOW ROOF

16' - 5"

H S

S 6X

2X 3/

H S

S 6X

2X 3/

H S

S 6X

2X 3/

H S

S 6X

2X 3/

HSS6X4X1/4HSS6X4X1/4HSS6X4X1/4

3' - 2" 8' - 1" 8' - 0" 8' - 1" 5' - 2"

S504

TYP

S504

TYP

LG WALL

STUDS TYP.

BEAM SEE PLAN

S504TYP

12' - 2" 6' - 0"

HSS8X6X1/4

H S

S 6X

2X 1/

H S

S 6X

2X 1/

BEAM SEE PLAN

(LSH) (LSH) (LSH)

(LSV)

S505

TYP

S504

TYP

TYP

S505

TYP

S504

NOTE: FLOOR/CANOPY

FRAMING AT EXTERIOR

OF BUILDING NOT

SHOWN FOR CLARITY

7'

6"

HSS6X2X1/4 LSH TYP

SEE PLAN

Level 1 0"

Level 2 10' - 11 1/4"

D E F GC.5 E.5 F.5

LOW ROOF

16' - 5"

H S

S 6X

2X 3/

H S

S 6X

2X 3/

HSS6X4X1/4 HSS6X4X1/4 HSS6X4X1/4

H S

S 6X

2X 3/

H S

S 6X

2X 3/

H S

S 6X

2X 1/

HSS6X4X1/4

H S

S 6X

2X 1/

H S

S 6X

2X 1/

H S

S 6X

2X 1/

HSS6X4X1/4

2' - 6"8' - 6"3' - 0"

3' - 2"8' - 0"8' - 2"8' - 0"3' - 2"

8'

0"

3' - 0"8' - 6"2' - 6"

8'

0"

HSS 8x2x1/4(LSH)

BETWEEN JOISTS TYP

(LSH) (LSH) (LSH)

HSS8X2X1/4 (LSH)

S505

(LSH) (LSH)

S504

S504

TYP SIM

S505

S504

S504

TYP

SIM

TYP

TYPTYP

S505

S504

S504

TYP

SIM

TYP

TYP

HSS8X2X1/4

NOTE: FLOOR FRAMING

AT EXTERIOR OF

BUILDING NOT SHOWN

FOR CLARITY

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

BID DOCUMENTS

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

FRAMING ELEVATIONS CONSTRUCT POLYTRAUMA

INTEGRATIVE REHABILITATION

CLINIC

RICHMOND, VA

S203

652-320

SLM DCA04-11-2019

1/4" = 1'-0"S203

1 NORTH FRAMING ELEVATION 1/4" = 1'-0"S203

2 EAST FRAMING ELEVATION

1/4" = 1'-0"S203

3 SOUTH FRAMING ELEVATION

SEE PLAN

PLAN

SEE

W

WDL = 248 PLF (SERVICE)

WLL = 80 PLF (SERVICE)

WSNOW = 188 PLS (SERVICE)

WWL= -120 PLF (ULTIMATE)

LL DEFLECTION LESS THAN OR EQUAL TO L/600

TOTAL DEFLECTION LESS THAN OR EQUAL TO L/600

REFER TO TYPICAL SECTIONS AND DETAILS FOR

ADDITIONAL LOADINGS

WDL1, WLL, WWL

WDL1 = 68 PLF (SERVICE)

WDL2 = 388 PLF (SERVICE)

WDL3 = 468 PLF (SERVICE)

WLL = 80 PLF (SERVICE)

WSNOW = 252 PLF (SERVICE)

WWL= -120 PLF (ULTIMATE)

LL DEFLECTION LESS THAN OR EQUAL TO L/600

TOTAL DEFLECTION LESS THAN OR EQUAL TO L/600

REFER TO TYPICAL SECTIONS AND DETAILS FOR

ADDITIONAL LOADINGS

SEE PLAN

WDL3 WDL2

F.F.E = SEE PLAN

ROOF T/STL = VARIES

WITH ROOF SLOPE

LOW ROOF T/STL =

SEE PLAN

HSS BEYOND,

SEE ELEVATIONS

SEE SCHEDULE ON

S103 FOR BLAST

FRAMING AND

CONNECTION

REQUIREMENTS

S504

BEAM,

SEE PLAN

L2x2x1/4@ 4'-0" O.C.

AND AT

HSS

POSTS

DECK, SEE

PLAN

C5x6.7

CONT.

HSS3x3x1/4@2'-0" O.C. LOCATE

BETWEEN CHANNEL PARAPET

MEMBERS

JOIST,

SEE PLAN

3/16

TYP.

3/16

3/16

TYP.

CONNECTION OF

DOUBLE STUD BY

LIGHT GAUGE

ENGINEER S

E E

A R

C H

CHANNEL FRAMING REFER TO

TYPICAL PARAPET FRAMING

DETAILS ON S502

INTERSTITIAL T/STL =

SEE PLAN

F.F.E = SEE PLAN

ROOF T/STL = VARIES

WITH ROOF SLOPE

LOW ROOF T/STL =

SEE PLAN

D

JOIST,

SEE PLAN

L2x2x1/4" @ 4'-0" O.C.

HSS3x3x1/4@ STUD

SPACING (2'-0" MAX).

WITHIN DECK FLUTES

C5x6.7

CONT.

DECK,

SEE PLAN

DECK,

SEE PLAN

BEAM,

SEE PLAN

BEAM,

SEE PLAN

C5x6.7

CONT.

HSS3x3x1/4@ 2'-0" O.C.

WITHIN DECK FLUTES

DECK,

SEE PLAN

JOIST,

SEE PLAN

3/16

TYP.

3/16

3/16

TYP.

3/16

TYP.

L2x2x1/4@ 4'-0" O.C.

AND AT

HSS

POSTS

CONNECTION OF

DOUBLE STUD BY

LIGHT GAUGE

ENGINEER

SEE SCHEDULE ON

S103 FOR BLAST

FRAMING AND

CONNECTION

REQUIREMENTS

CHANNEL FRAMING REFER TO

TYPICAL PARAPET FRAMING

DETAILS ON S502

INTERSTITIAL T/STL =

SEE PLAN

F.F.E = SEE PLAN

ROOF T/STL = VARIES

WITH ROOF SLOPE

D

SEE SCHEDULE ON

S103 FOR BLAST

FRAMING AND

CONNECTION

REQUIREMENTS

BEAM,

SEE PLAN

BEAM, SEE

ELEVATIONS

L2x2x1/4@ 4'-0"

O.C. AND AT

HSS POSTS

C5x6.7 CONT.

HSS3x3x1/4@2'-0" O.C.

WITHIN DECK FLUTES

DECK,

SEE PLAN

3/16

TYP.

3/16

3/16

TYP.

CONNECTION OF

DOUBLE STUD BY

LIGHT GAUGE

ENGINEER

S E

E E

LE

V

A T

IO

N

3/8"x1'-0"xCONT

PLATE BOTTOM AND

VERTICAL SIDES OF

OPENING

3/16 2/12

CHANNEL FRAMING REFER TO

TYPICAL PARAPET FRAMING

DETAILS ON S502

DECK SEE PLAN

JOIST SEE PLAN

HSS POST SEE ELEVATIONS

SEE CONNECTION DETAIL

ON 9/504

DESIGN JOIST FOR THE

FOLLOWING ULTIMATE LEVEL

POINT LOADS

1600 LB WIND

6900 LB BLAST

C4x5.4

L2x2x1/4

3/8" GUSSET PLATE

3/16

TYP TOP

AND

BOTT

3/16

TYP EA

END

3/16

E.O.D. SEE PLAN

1/4" CONT

BENT PLATE

3/16

1/

2" G

A P

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

BID DOCUMENTS

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

FRAMING SECTIONS CONSTRUCT POLYTRAUMA

INTEGRATIVE REHABILITATION

CLINIC

RICHMOND, VA

S204

652-320

Checker Author04-11-2019

1/4" = 1'-0"S204

1 20KSP JOIST LOADING DIAGRAM

1/4" = 1'-0"S204

2 16 KSP JOIST LOAD DIAGRAM

3/4" = 1'-0"S204

3 SECTION AT STOREFRONT

3/4" = 1'-0"S204

4 SECTION AT BRICK ENDWALL AT FLAT ROOF 3/4" = 1'-0"S204

5 SECTION AT SLOPING BRICK ENDWALL

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

1' 2' 4' 8'

1" = 1'-0"S204

6 SECTION AT HSS POST TO ROOF BEAM

PLUMBING/

UTILITY LINE

EXISTING OR NEW

FOUNDATION

FINISH GRADEWALL OR COLUMN, SEE PLAN

NEW FOOTINGS, PLUMBING LINES, ETC. SHALL BE INSTALLED SUCH THAT THEY ARE

ABOVE THE TRAPEZOID CREATED BELOW AND ADJACENT FOOTING WITH SIDES NO

STEEPER THAN 1 VERTICAL TO 2 HORIZONTAL.

CONTRACTOR NOTE:

T/GRADE

SEE CIVIL

SUBSEQUENT PROPOSED

FOUNDATION, SEE PLAN

36x BAR DIA.

OPTIONAL DOWEL

NOTES:

1. HOOK `A' MAY BE OMITTED IF EMBEDMENT IS MORE

THAN THE ACI DEVELOPMENT LENGTH.

2. DOWELS MAY BE USED IN LIEU OF HOOKING

CONTINUOUS BARS AS SHOWN.

EMBEDMENT

H O

O K

A S

N O

T E

D H

O O

K 'B x B

A R

D

IA

CONT. HORIZONTAL REINF.

(VERTICAL REINF. NOT

SHOWN FOR CLARITY)

PROVIDE CONT. FOOTING

REINFORCEMENT

HOOK 'A' - 16x BAR DIA. (TYPICAL

UNLESS OTHERWISE NOTED)

12" LEG TYP. CONT. FOOTING

REINFORCING

PIPE SLEEVE 3" LARGER

THAN PIPE DIAMETER

#4 @12" O.C.

KEEP 6" MIN. OF

CONCRETE ALL AROUND

4#4 BARS

TRANSVERSE

POLYURETHANE BASED

INSULATING FOAM SEALANT

PROVIDE DEEPENED FTG.

AT PIPE

TOP OF SLEEVE DOES NOT INTERRUPT REINFORCING

NOTE: THIS DETAIL DOES

NOT APPLY IF TOP OF PIPE

IS MORE THAN 4'-0" BELOW

BOTTOM OF WALL FOOTING.

TYP.

3" CLR.

2" C

LR

H H

(2 '-0

M

A X

2 "H" MIN

"D"

1'-6" MIN

48 DIA. LAP (TYP.)

CONTINUOUS FOOTING

REINFORCING

`Z' BARS SAME SIZE AND

NUMBER AS CONTINUOUS

FOOTING REINFORCING,

BEND AS SHOWN.

1 TRANSVERSE BARS

SEE FTG DETAILS

'D

PLACE THIS CONC.

AFTER COLUMN & SLAB

JOINTS ARE IN PLACE

S E

E P

LA

N

1/2" PRE-MOLDED JOINT

FILLER OR 2 LAYERS OF

ASPHALT IMPREGNATED FELT

BOND BREAKER

CONC. SLAB, SEE PLAN

VAPOR BARRIER

CRUSHED STONE BASE

COURSE

HEADED ANCHOR BOLT, SEE

BASE PLAT AND ANCHOR ROD

SCHEDULE

NOTE: PAINT ALL EXTERIOR STEEL TO BE

ENCASED IN CONCRETE WITH BITUMASTIC.

SEE PLAN

T/FTG

SEE PLAN

T/SLAB

SEE PLAN

3" CLR.

3" C

LR

1/2" EXP. JOINT FILLER-

(EXT. GRADE)

3/8" RADIUS

C L R

T/SLAB

SEE PLAN

#4 @ 24" o.c.

3" CLR.

2'-6"

3'-0"

2' -0

(3) #5 CONT., BOT..

#4 @ 48" o.c.

C L R

FOUNDATION

INSULATION SEE ARCH

VAPOR BARRIER

SLOPE 1 1/2% - SEE CIVIL

SIDEWALK OR EXTERIOR

CONCRETE PAD

FOUNDATION

INSULATION SEE ARCH

1' - 0"

STORE FRONT/DOOR FACE

#5@8 1/2"

#5@12"

SLAB SEE PLAN

C L R

T/SLAB

SEE PLAN

#4 @ 24" o.c.

3" CLR.

2'-6"

3'-0"

2' -0

(3) #5 CONT., BOT..

#4 @ 48" o.c.

C L R

SEE SCHEDULE ON S103 FOR BLAST

CONNECTION REQUIREMENTS

FOUNDATION

INSULATION SEE ARCH

VAPOR BARRIER

GRADE, VARIES SEE CIVIL

M A

X

6"

GROUT BELOW GRADE

FOUNDATION

INSULATION SEE ARCH

1 1/2" CLR

4" MIN

8"

1' - 0"

1'

8" 1'

0"

9" 9"

#5@8 1/2"

#5@12"

1/

2" C

LR

CLR TYP

1 1/2"

SLAB SEE PLAN

WWR,

SEE PLAN

VAPOR BARRIER

CRUSHED STONE

BASE COURSE

#4@24" O.C.

(1)#4 CONT.

(2)#4 CONT

S E

E P

LA

N

T

3/8" RADIUS

T/SLAB

SEE PLAN

T/GRADE

SEE CIVIL

3" C

O V

E R

, T Y

P

1'-6" MIN.

3'-0"

1-0"

B/TURN DOWN

1' -1

1"

6"

M

IN

2' -0

C L R

T/SLAB

SEE PLAN

#4 @ 24" o.c.

3" CLR.

2'-6"

3'-0"

2' -0

(3) #5 CONT., BOT..

#4 @ 48" o.c.

C L R

SEE SCHEDULE ON S103 FOR

BLAST CONNECTION

REQUIREMENTS

FOUNDATION

INSULATION SEE ARCH

VAPOR BARRIER

SLOPE, SEE ARCH

GROUT BELOW GRADE

FOUNDATION

INSULATION SEE ARCH

1 1/2"

4"

8"

1' - 0"

1'

8" 1'

0"

9" 9"

EXTERIOR

CONRETE PAD

SEE PLAN

NOTE: METAL PANEL AT

SIMILAR CONDITION

1/2" PJF

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

BID DOCUMENTS

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

CONCRETE DETAILS CONSTRUCT POLYTRAUMA

INTEGRATIVE REHABILITATION

CLINIC

RICHMOND, VA

S301

652-320

SLW SLM04-11-2019

3/4" = 1'-0"S301

1 TYPICAL FOOTING INSTALLATION DETAIL

3/4" = 1'-0"S301

2 TYPICAL CONTINUOUS FOOTING REINFORCING

3/4" = 1'-0"S301

3 TYPICAL PIPE SLEEVE THRU FOOTING DETAIL

3/4" = 1'-0"S301

4 TYPICAL STEPPED FOOTING DETAIL

3/4" = 1'-0"S301

6 TYPICAL INTERIOR ISOLATED FOOTING DETAIL

1 1/2" = 1'-0"S301

7 TYPICAL FOOTING DETAIL AT DOOR OPENING

1 1/2" = 1'-0"S301

8 TYP. SLAB EDGE AT FOOTING

3/4" = 1'-0"S301

TYPICAL TURN DOWN

SLAB-ON-GROUND DETAIL

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

1' 2' 4' 8'

1' 2' 3'

Scale: 1-1/2"=1'-0"

6"

1 1/2" = 1'-0"S301

5 SECTION AT EXTERIOR PAD

NOTE:

WRAP EXTERIOR COLUMNS

WITH ASPHALT IMPREGNATED

FELT OR COAT WITH BITUMASTIC

PRIOR TO CONCRETE

PLACEMENT

FILL WITH CONCRETE TO

FOOTING AFTER CONTROL

JOINTS HAVE BEEN INSTALLED

TYPICAL

EXPOSED

EDGE

1/2" EXPANSION JOINT FILLER

OR (2) LAYERS OF ASPHALT

IMPREGNATED FELT BOND

BREAKER

1/2" EXPANSION JOINT FILLER

OR (2) LAYERS OF ASPHALT

IMPREGNATED FELT BOND

BREAKER

C.J.C.J.C.J.C.J.

C .J

C .J

C

.J

C .J

C

.J

3"

MIN

3"

MIN

. 3"

MIN

3"

MIN

1"

1"

1" 1"

C .J

(2)-#5 BARSx5'-0" LG.

AT MID-DEPTH OF SLAB

EDGE OF SLAB

WALL/FOOTING

BELOW

#4x4'-0" LG. +8" STD. HK.

AT MID-DEPTH OF SLAB

NOTE:

S.O.G. CORNER BAR @ RE-ENTRANT

CORNER & OTHER SIMILAR CONDITIONS

S E

E P

LA

N

T

CONCRETE

SLAB-ON-GRADE,

SEE PLAN FOR THICKNESS

WELDED WIRE

REINF. (WWR), SEE PLAN

VAPOR BARRIER,

SEE PLAN FOR THICKNESS

CRUSHED STONE

BASE COURSE

SUPPORTS FOR

WELDED WIRE FABRIC

AT 3'-0" O.C. E.W.

T/ SLAB

SEE PLAN

S E

E P

LA

N

T

WWR,

SEE PLAN

VAPOR

BARRIER

CRUSHED STONE

BASE COURSE

CONCRETE

SLAB-ON-GRADE

T/SLAB

SEE PLAN

SAW CUT 1/8" TO 1/4" WIDE BY T/4 DEEP

JOINT WITHIN 12 HOURS OF CONCRETE

PLACEMENT

2" 2"2"

S E

E P

LA

N

T

WWR,

SEE PLAN

VAPOR

BARRIER CRUSHED STONE

BASE COURSE

SAW CUT 1/8" TO 1/4" WIDE x 1/4 OF SLAB

THICKNESS JOINT WITHIN 12 HOURS OF

CONCRETE PLACEMENT

T/ SLAB

SEE PLAN

TYPICAL KEYWAY DIMENSIONS

1/10 T

3/4" MIN.

1/

T

1/

T

1/ 2"

M

IN

2"

2" 2"

T/ SLAB

SEE PLAN

SLAB REINF. #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" M

IN

C

O O

R D

IN

A

T E

W

IT

H M

E C

H A

N

IC

A L

6"

NOTE:

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

SHALL CONFORM TO EQUIPMENT MFRS. REQUIREMENTS. VERIFY

LOCATIONS WITH MECHANICAL.

2. SLAB SLOPE MAY VARY WITH SLOPE, SEE ARCH.

2" C

LR

M

IN

SLAB SEE PLAN

3/8" RADIUS,

TYP.

(2)#4 CONT (2)#4 CONT

2' -0

M

IN

SEE PLAN

E.O.S

T/GRADE

SEE CIVIL

MIN.

1'-6"

#4 CONT TYP

#4@24" O.C.

3'-0"

1' -1

1" #4@24" O.C.

SEE PLAN

E.O.S.

11"

6"

CONCRETE

SLAB-ON-GROUND

VAPOR BARRIER

CRUSHED STONE

BASE COURSE

TYP

8"1'-4"1'-4"

1' -0

#4@18" O.C.

NOTE: EXTEND THICKENED

SLAB 1'-6" BEYOND EACH STRINGER

VENDOR DESIGNED STAIR STRINGER, SEE

ARCH DWGS FOR ADDITIONAL INFORMATION

L3x3x1/4x0-'6" WITH (2) 1/2" DIAx2 1/4"

EXPANSION ANCHOR

3/16

SIDES

(3)#4 CONT

1' -0

6"

1 1/2" 3" 1 1/2"

WWR,

SEE PLAN

SLAB ON GRADE,

SEE PLAN

MIN

1' - 0"

SLOPE SEE ARCHO

F

S

LA

B

4" M

IN

A

T

LO

W P

O

IN

T

VAPOR BARRIER

MIN.

1'-0"

WWR,

SEE PLAN

SLAB ON GRADE,

SEE PLAN

S E

E P

LA

N

VAPOR BARRIER

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

BID DOCUMENTS

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

CONCRETE DETAILS CONSTRUCT POLYTRAUMA

INTEGRATIVE REHABILITATION

CLINIC

RICHMOND, VA

S302

652-320

SLW SLM04-11-2019

3/4" = 1'-0"S302

1 TYPICAL COLUMN ISOLATION JOINT DETAILS

1/2" = 1'-0"S302

2 TYPICAL SLAB CORNER BAR DETAILS

1 1/2" = 1'-0"S302

3 TYPICAL INTERIOR SLAB-ON-GROUND DETAIL

3/4" = 1'-0"S302

4 TYPICAL INTERIOR SLAB CONTROL JOINT DETAIL

3/4" = 1'-0"S302

TYPICAL INTERIOR

SLAB CONSTRUCTION JOINT DETAIL

1 1/2" = 1'-0"S302

8 EQUIPMENT PAD DETAIL

3/4" = 1'-0"S302

9 SECTION AT EXTERIOR SLAB Scale: 3/4"=1'-0"

1' 2' 4' 8'

1' 2' 3'

Scale: 1-1/2"=1'-0"

6"

1' 2'

Scale: 1/2"=1'-0"

6" 4' 6' 8' 3/4" = 1'-0"S302

10 TYPICAL THICKENED SLAB AT STAIR STRINGER

3/4" = 1'-0"S302

7 SECTION AT SLOPING INTERIOR SLAB

3/4" = 1'-0"S302

6 SECTION AT RECESSED INTERIOR SLAB

1-1/2" GROUT

FOR PIER SIZE & REINF. SEE

PLAN AND PIER SCHEDULE

2"

FOR COLUMN SIZE,

LOCATION, ORIENTATION

& TYPE SEE PLAN

FOR BASE PLATE SIZE

SEE SCHEDULE

(2) TIE SETS AT TOP @ 8"

FOR ANCHOR BOLT

SIZE SEE BASE

PLATE DETAILS

FOR FOOTING SIZE &

REINF. SEE FOOTING

SCHEDULE

2"

TYP.

3" CLR.

3" C

LR

T/FTG

EL. SEE PLAN

2 TIES IN FTG.

S C

H E

D U

LE

S E

E P

IE

R

8" MIN AT BRACED FRAMES

4" MIN ALL OTHER LOCATIONS

CL

PIER SCHEDULE

MARK NO. LENGTH WIDTH VERT. REINF. TIES ANCHOR BOLT EMBEDMENT

P-1 1'-6" 1'-6" (6) #6 #4 @12" O/C 3" FROM BOTTOM OF FOOTING

P-2

P-2W 2'-4" 2'-0" (12) #6 SEE DETAIL

2'-4" 2'-4" (12) #6 SEE DETAIL

2'-6" EXCEPT AT 1'-8" TALL PIERS WHERE ANCHORS

SHALL EMBED 3" FROM BOTTOM OF FOOTING

1'

8"

1' - 8"

9"11"

1' - 8"

1'

8"

9"

2'

0"

2' - 4"

9"

1'

6"

1' - 6"

1'

0"

1' - 0"

1'

0"

1'

0"

PIER 3 PLAN VIEW AT CORNER COLUMN

PIER 2W PLAN VIEW ALONG WALL

PIER 3 PLAN VIEW ALONG WALL PIER 1 PLAN VIEW

9" 9"

9" 9"

10" 10"

1' - 2" 1' - 2"

1'

1"

WALL SEE PLAN

COLUMN SEE

PLAN

BASE PLATE

SEE TYPICAL

DETAILS

WALL SEE PLAN

COLUMN SEE

PLAN

BASE PLATE

SEE TYPICAL

DETAILS

WALL SEE PLAN

COLUMN SEE

PLAN

BASE PLATE

SEE TYPICAL

DETAILS

COLUMN SEE

PLAN

BASE PLATE

SEE TYPICAL

DETAILS

2'

4"

2' - 4"

PIER 2 PLAN VIEW

1'

2" 1'

2"

BASE PLATE

SEE TYPICAL

DETAILS

2'-6" EXCEPT AT 1'-8" TALL PIERS WHERE ANCHORS

SHALL EMBED 3" FROM BOTTOM OF FOOTING

P-3 1'-8" 1'-8" (6) #6 #4 @12" O/C

2'-6" EXCEPT AT 1'-8" TALL PIERS WHERE ANCHORS

SHALL EMBED 3" FROM BOTTOM OF FOOTING

SIM AT WALL CORNER (LONG

DIRECTION PARALLEL TO BRACE)

#5 TIE

#5 TIE

NOTE: WALL REINFORCING

CONTINUES THROUGH PIERS

3" C

LR

1'

0"

3" CLR.

3' - 6"

SLAB SEE PLAN

#4@12"

#5@18"O.C. CONT.

HORIZ. REINF.

NOTE: SHORE WALL UNTIL SLAB

ON GRADE AND WALL HAVE

ACHIEVED THEIR DESIGN

STRENGTH. FILL SOIL HEIGHT ON

EACH SIDE OF WALL EQUALLY

#6@12"O.C. VERT.

REINF. EA. FACE

#6 DWLS.@12"O.C.

T E

N S

IO

N

L A

P S

P

LI

C E

C

LA

S S

B

#4@18"O.C. CONT.

HORIZ. REINF.

1/4" ROUGHENED

SURFACE

T/FTG.-SEE PLAN

1' - 0"

#4@48" O.C

1' - 3" 1' - 0" 1' - 3"

#4@48"O.C.

(4)-#5 CONT.

2" COVER

2" COVER

DAMP PROOFING &

DRAINAGE MAT SEE ARCH

FOUNDATION

DRAIN TO STORM WATER PIPING

FOUNDATION

INSULATION SEE

ARCH

S E

E P

LA

N

1'

0"

GRADE

SEE SCHEDULE ON S103 FOR

BLAST CONNECTION

REQUIREMENTS

S E

E A

R C

H

3'

0"

1/4" ROUGHENED SURFACE

4'-0"

2'-6"

L3x3x1/4 EMBED

ANGLE FRAME FOR

GRATE SUPPORT

3'

0"

C

LR

1/

2"

3"

CLR

1 1/2"

TYP

2" CLR

(2) LAYERS 15# FELT

GRATING TO MATCH

TOP OF PIT GRATING

1'

0" 2'

0"

#6@12"

(2) LAYERS 15#

FELT

#5@12" 3 SIDES OF

SUMP PIT

2' - 0"

L3x3x1/4" SURFACE MOUNTED GRATING SUPPORT ANGLE WITH 1/2"x2 3/4"

EMBED ADHESIVE ANCHOR 2" FROM

EACH END OF ANGLE

BENTONITE

WATERSTOP TYP

DAMP PROOFING &

DRAINAGE MAT

SEE ARCH

1/4" ROUGHENED

SURFACE TYP

WATERSTOP

#6@12" #6@12" O.C

3/4" CLR

1" CLR

P

LA

N

S E

E

1'

0"

1' - 2" 1' - 0"

LA

P

S P

LI

C

E T

Y P

C

LA

S S

B T

E N

S

IO

N

NOTE:

SHORE WALL UNTIL

SLAB ON GRADE

HAS ACHIEVED ITS

DESIGN STRENGTH

SLAB SEE PLAN

3/8" RADIUSED EDGE TYP

SLAB SEE PLAN

#4@12" TYP

4'-0"

2'-6"

2x4 KEY

#5@18"O.C. CONT.

HORIZ. REINF. TYP

#6@12"O.C. VERT.

REINF. EA. FACE TYP

#6 DWLS.@VERT

REINFORCING

SPACING TYP

4' - 0" 4' - 0" 8'-6"

6'-4"

L6x4x5/16" LLV SURFACE MOUNTED GRATING SUPPORT ANGLE WITH 1/2"x2 3/4" EMBED

ADHESIVE ANCHOR AT 1'-0" O.C. AND 2"

FROM EACH END TYP

VENDOR DESIGNED

LADDER,

CONNECTION TO

WALL BY VENDOR

BEAM SEE PLAN

GRATING SEE PLAN

PROVIDE REMOVABLE

GRATING OVER LADDER

L3x3x1/4 EMBED

ANGLE FRAME FOR

GRATE SUPPORT

3'

0"

C

LR

1/

2"

3"

CLR

1 1/2"

TYP

2" CLR

(2) LAYERS 15# FELT

GRATING TO MATCH

TOP OF PIT GRATING

1'

0" 2'

0"

#6@12"

(2) LAYERS 15#

FELT

#5@12" 3 SIDES OF

SUMP PIT

2' - 0"

L3x3x1/4" SURFACE MOUNTED GRATING SUPPORT ANGLE WITH 1/2"x2 3/4"

EMBED ADHESIVE ANCHOR 2" FROM

EACH END OF ANGLE

BENTONITE

WATERSTOP TYP

DAMP PROOFING &

DRAINAGE MAT

SEE ARCH

1/4" ROUGHENED

SURFACE TYP

WATERSTOP

#6@12"

#6@12" O.C

1 1/2" CLR

1 1/2" CLR

P

LA

N

S E

E

1' - 2" 1' - 0"

NOTE:

SHORE WALL UNTIL

SLAB ON GRADE

HAS ACHIEVED ITS

DESIGN STRENGTH

GRADE SEE CIVIL

3/8" RADIUSED EDGE TYP

SLAB SEE PLAN

#4@12" TYP

4'-0"

2'-6"

2x4 KEY

#5@18"O.C.

CONT. HORIZ.

REINF.

#6@12"O.C. VERT.

REINF. EA. FACE

#6@12"

4' - 0" 4' - 0"8' - 2"

6' - 0"

VENDOR DESIGNED

LADDER BEYOND

BEAM SEE PLAN. REFER

TO TYPICAL

CONNECTION DETAILS

GRATING SEE PLAN

PROVIDE REMOVABLE

GRATING OVER LADDER

#5@18"O.C.

CONT. HORIZ.

REINF.

#6@12"O.C. VERT.

REINF. EA. FACE

TYP

3" CLR

1' - 9"

3'

6"

T Y

P

3" C

LR

8" 6"

LIGHT GAUGE WALL STUDS.

SEE SCHEDULE ON S103 FOR

BLAST FRAMING AND

CONNECTION REQUIREMENTS

BRICK SEE ARCH

THROUGH WALL

PIPING, REFER TO

PLUMBING AND

MECHANICAL

DRAWINGS

S304

S506

TYP

3" C

LR

1'

0"

3" CLR.

3' - 6"

SLAB SEE PLAN

#4@12"

#5@18"O.C. CONT.

HORIZ. REINF.

#6@12"O.C. VERT.

REINF. EA. FACE

#6 DWLS.@12"O.C.

T E

N S

IO

N

L A

P S

P

LI

C E

C

LA

S S

B

#4@18"O.C. CONT.

HORIZ. REINF.

1/4" ROUGHENED

SURFACE

T/FTG.-SEE PLAN

1' - 0"

#4@48" O.C

1' - 3" 1' - 0" 1' - 3"

#4@48"O.C.

(4)-#5 CONT.

2" COVER

2" COVER

DAMP PROOFING &

DRAINAGE MAT SEE ARCH

FOUNDATION

INSULATION SEE

ARCH

S E

E P

LA

N

1'

0"

SIDEWALK

STOREFRONT/DOOR

1/4" ROUGHENED SURFACE

1/2" EXP. JOINT FILLER-

(EXT. GRADE)

4'-0"

2'-6"

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

BID DOCUMENTS

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

CONCRETE DETAILS CONSTRUCT POLYTRAUMA

INTEGRATIVE REHABILITATION

CLINIC

RICHMOND, VA

S303

652-320

Checker Author04-11-2019

3/4" = 1'-0"S303

5 TYPICAL PIER SECTION AND PLAN DETAILS

3/4" = 1'-0"S303

4 EXTERIOR BASEMENT WALL DETAIL AT BRICK

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

1' 2' 4' 8'

1' 2' 3'

Scale: 1"=1'-0"

6" 4'

1" = 1'-0"S303

1 SECTION AT PIT LOOKING EAST

1" = 1'-0"S303

2 SECTION AT PIT LOOKING NORTH

3/4" = 1'-0"S303

EXTERIOR BASEMENT WALL

DETAIL AT STOREFRONT

APPLY NON VAPOR BARRIER MOISTURE

TOLERANT EPOXY BONDING AGENT IN

ACCORDANCE W/ MANUFACTURERS

INSTRUCTIONS TO PREVIOUS PLACEMENT

DOUBLE 3/4"

CHAMFER

2" M

IN

. C

O V

E R

CLASS B SPLICE,

EXTEND ALL REBAR

THROUGH JOINTPREVIOUS

PLACEMENT

SUBSEQUENT

PLACEMENT

4"4"

NOTE: CONSTRUCTION JOINT DOES NOT CONTRIBUTE TO

MEETING THE CONTRACTION JOINT REQUIREMENTS

DOUBLE CHAMFER

CLASS B SPLICE,

EXTEND 1/2 REBAR

THROUGH JOINT

EXPOSED SIDE

EXTEND 1/2

REINFORCEMENT

THRU JOINT

CONCEALED SIDE

DOUBLE CHAMFER

M

IN

4" TYP.

2" M

IN

. C

O V

E R

2" M

IN

. C

O V

E R

2"

M

IN

6"

UTILITY

STEEL PIPE SLEEVE 3"

LARGER THAN UTILITY

DIAMETER

C

LA

S S

B S

P

LI

C E

POLYURETHANE

BASED INSULATING

FOAM SEALANT

TRIM BARS EACH SIDE OF

OPENING EQUAL TO SIZE

& QTY. OF INTERRUPTED

REINFORCING

INTERRUPTED REINFORCING

WALL REINFORCING

DIAGONAL BARS SAME

SIZE AS WALL REINF.

EXTEND 24 BAR DIAM.

PAST INTERSECTION

OF DIAGONAL BARS

TOP/FTG

HK BAR

BOT/FTG

1' - 0"

EDGE OF

FOOTING

COLUMN SEE

PLAN

HIDDEN

EDGE OF

FOOTING

BRICK SEE

ARCH

1'

4"

FACE OF

WALL

(5) #4

(2) LAYERS

OF 15# FELT

EDGE OF

SLAB

HIDDEN

EDGE OF

WALL

PIER SEE

SCHEDULE

2'

3"

3"

S304

2' - 4"

2'

0"

2" C

LR

FOOTING REINFORCING SEE

SCHEDULE

TOP OF FOOTING SEE PLAN

BRICK SEE ARCH

LIGHT GAUGE STUDS SEE SCHEDULE ON

S103 FOR BLAST REQUIREMENTS TYP

SEE SCHEDULE ON S103 FOR BLAST

CONNECTION REQUIREMENTS

GRADE SEE CIVILGRADE SEE CIVIL

2" CLR

2" CLR

1/4" ROUGHENED SURFACE

#4@12 O.C. MAX

#4 TIES@12" O.C. MAX

(5) #4

2" C

LR

GROUT BELOW GRADE TYP

TYP

2" CLR

2' - 4"

8" 1' - 0" 8"

FINISHED FLOOR

STD HOOK

1' -6

1' -6

SLAB SEE PLAN

#4@12"

FOUNDATION

INSULATION SEE

ARCH

1'

0"

EXTERIOR SLAB SEE PLAN

SEE SCHEDULE ON S103 FOR BLAST

CONNECTION REQUIREMENTS

1/4" ROUGHENED SURFACE

1/2" EXP. JOINT FILLER- (EXT. GRADE)

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

BID DOCUMENTS

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

CONCRETE DETAILS CONSTRUCT POLYTRAUMA

INTEGRATIVE REHABILITATION

CLINIC

RICHMOND, VA

S304

652-320

Checker Author04-11-2019

3/4" = 1'-0"S304

WALL CONSTRUCTION JOINT

AT CONTRACTORS OPTION

3/4" = 1'-0"S304

2 VERTICAL WALL CONTRACTION JOINT DETAIL

1" = 1'-0"S304

3 WALL UTILITY PENETRATION

3/4" = 1'-0"S304

PARTIAL FOUNDATION PLAN

AT BRICK PILASTER PIER

1" = 1'-0"S304

5 SECTION AT BRICK PILATER PIER

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

1' 2' 4' 8'

1' 2' 3'

Scale: 1"=1'-0"

6" 4'

3/4" = 1'-0"S304

EXTERIOR BASEMENT WALL

DETAIL AT EXTERIOR SLAB

E M

B E

D M

E N

T L d

A N

C H

O R

R O

D T

H R

E A

D P

R O

J E

C T

IO

N

A S

R E

Q 'D

(2) TACK WELDS

HEAVY HEX NUT

BASE PLATE

HEAVY HEX NUT AND WASHER

(ADD LEVELING NUT AND

WASHER AS REQ'D)

1 1/2" GROUT (+/- 1/2")

T/ FTG

SEE PLAN

NOTE: EMBED ANCHOR TO WITHIN 3" OF

BOTTOM OF LOWEST FOOTING U.N.O.

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"

IN

1/

2"

1 1/2"

/2

3"

STEEL COLUMN,

SEE PLAN

5/16

1-1/16'' DIA. HOLE FOR 3/4"

ANCHOR BOLTS

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

NOTE:

USE 3/4"Ø ANCHOR RODS,

TYP. U.N.O.

3/4" DIA ASTM

A-325 BOLTS

3/8" PLATE MIN. (5/16" AT W24)

NOTES:

1. QTY. OF FASTENERS, AS

REQUIRED FOR BEAM SIZE.

/2

/2

3/16

TYP.

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 4

W14

W8, W10 2

62K

43K

43K

24K

Ф R n

W18 5 81K

W24 7 112K

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

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 0

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 4

W14

W8, W10 2

62K

43K

43K

43K

Ф R n

W18 5 81K

3/16"x4"x0'-4 3/4" LLV

CONT BENT PLATE

/4

3/16 3@12

OPTIONAL

SHOP

WELD

SEE PLAN

E.O.D.

LIGHT GAUGE WALL STUDS. SEE SCHEDULE ON

S103 FOR BLAST FRAMING REQUIREMENTS

SEE SCHEDULE ON S103 FOR BLAST

CONNECTION REQUIREMENTS

LIGHT GAUGE WALL STUDS. SEE

SCHEDULE ON S103 FOR BLAST

FRAMING REQUIREMENTS

SEE SCHEDULE ON S103 FOR

BLAST CONNECTION

REQUIREMENTS

L4x4x1/4 AT 4'-0" O.C.

3/16

TYP

WWR 6x6-W2.9xW2.9

WWR 6x6-W2.9xW2.9

3/16 3@12

OPTIONAL

SHOP

WELD

3/16"x4"x0'-4 3/4" LLV

CONT BENT PLATE

3/

4"

SEE PLAN

E.O.D.

LIGHT GAUGE WALL STUDS. SEE SCHEDULE ON

S103 FOR BLAST FRAMING REQUIREMENTS

SEE SCHEDULE ON S103 FOR BLAST

CONNECTION REQUIREMENTS

LIGHT GAUGE WALL STUDS. SEE

SCHEDULE ON S103 FOR BLAST

FRAMING REQUIREMENTS

SEE SCHEDULE ON S103

FOR BLAST CONNECTION

REQUIREMENTS

3/8"x4"x0'-6" TALL PLATE TIGHT

AGAINST BOTTOM FLANGE AT

INTERSECTING BEAMS

3/16

FACE OF RISER

CHANNEL STRINGER

VENDOR SUPPLIED

STRINGER

CONNECTION VENDOR

DESIGNED

W-BEAM W/ 1/4" STIFF. PL AT

STRINGER LOCATION

BENT PLATE 5/16x5x5-1/4" CONT. W/ 5/16x4x4 STIFF. PL @ EA. STRINGER

S E

E P

L A

N

TO E.O.D.

4" BEAM CL.

3/16 2@8

CLOSURE ANGLE TO BEAM

NOTE: SEE ARCH. DWG'S FOR

ADDITIONAL STAIR & STRINGER

REQUIREMENTS

T/ SLAB

SEE PLAN

SLAB REINF. #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" M

A X

6"

NOTE:

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

SHALL CONFORM TO EQUIPMENT MFRS. REQUIREMENTS. VERIFY

LOCATIONS WITH MECHANICAL.

2" C

LR

M

IN

LIGHTWEIGHT CONCRETE

3/

4"

1 1/2"

/2

3"

STEEL COLUMN,

SEE PLAN

5/16

1-1/16'' DIA. HOLE FOR 3/4"

ANCHOR BOLTS

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

NOTE:

USE 1"Ø ANCHOR RODS,

TYP. U.N.O.

MIN

6"

1 1/2"

4 1/2" 4 1/2"

3380 Trickum Road

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

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

INCORPORATED

INNOVATIVE

ENGINEERING

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

BID DOCUMENTS

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

STEEL DETAILS CONSTRUCT POLYTRAUMA

INTEGRATIVE REHABILITATION

CLINIC

RICHMOND, VA

S501

652-320

SLW SLM04-11-2019

3" = 1'-0"S501

3 TYPICAL ANCHOR ROD

3/4" = 1'-0"S501

6 TYPICAL BEAM TO BEAM CONNECTION

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

1 TYPICAL BASE PLATE DETAIL (NO BRACE)

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

TYPICAL BEAM TO HSS COLUMN DETAIL AT

INTERSTITIAL/LOW ROOF LEVEL

3" = 1'-0"S501

7 TYPICAL COPE DETAIL

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

4 TYPICAL BEAM TO HSS COLUMN DETAIL AT ROOF

1" = 1'-0"S501

EDGE OF FLOOR DECK DETAIL

PERPENDICULAR TO DECK 1" = 1'-0"S501

EDGE OF FLOOR DECK DETAIL

PARALLEL TO DECK

3/4" = 1'-0"S501

8 TYPICAL STAIR STRINGER TO BEAM CONNECTION

1' 2' 3'

Scale: 1"=1'-0"

6" 4'

1'

Scale: 3"=1'-0"

6" 9"3" 1'-3"

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

1' 2' 4' 8'

1' 2' 3'

Scale: 1-1/2"=1'-0"

6"

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

9 EQUIPMENT PAD DETAIL AT ELEVATED SLAB

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

2 TYPICAL BASE PLATE DETAIL AT BRACE

WWR 6x6-W2.9xW2.9

3/16 3@12

OPTIONAL

SHOP

WELD

3/16"x4"x0'-4 3/4" LLV

CONT BENT PLATE

3/

4"

SEE PLAN

E.O.D.

WWR 6x6-W2.9xW2.9

3/16"x4"x0'-4 3/4" LLV

CONT BENT PLATE

/4

3/16 3@12

OPTIONAL

SHOP

WELD

SEE PLAN

E.O.D.

DECK

SEE

PLAN

JOIST SEE PLAN

PROVIDE CHORD

REINFORCING AS

REQUIRED

BEAM SEE PLAN

L2x2x1/4 @ EVERY

OTHER JOIST AND AT

HSS WALL FRAMING

LIGHT GAUGE WALL STUDS. SEE

SCHEDULE ON S103 FOR BLAST

FRAMING REQUIREMENTS

SEE SCHEDULE ON S103

FOR BLAST CONNECTION

REQUIREMENTS

PARAPET STUD SAME AS WALL STUD BELOW. SEE

SCHEDULE ON S103 FOR BLAST REQUIREMENTS

C4x5.4 AT 4'-0" O.C. AND 2'-0" FROM

ENDS

S E

E A

R C

H (2) #10-16 SCREWS AT 1'-0" MAX

TRACK TOP AND BOTTOM

3/16

3/16 2@12

L3x3x1/4xCONT

3/16

TYP EA

END

3/16

3/16

E.O.D. SEE PLAN

DESIGN JOIST FOR THE FOLLOWING

ULTIMATE LEVEL POINT LOADS

540 LB WIND

2800 LB BLAST

NOTE: NO PARAPET AT SIM CONDITION

DECK SEE PLAN

JOIST SEE PLAN

BEAM SEE PLAN

LIGHT GAUGE WALL STUDS. SEE

SCHEDULE ON S103 FOR BLAST

FRAMING REQUIREMENTS

SEE SCHEDULE ON S103 FOR

BLAST CONNECTION

REQUIREMENTS

PARAPET STUD SAME AS WALL

STUD BELOW. SEE SCHEDULE ON

S103 FOR BLAST REQUIREMENTS

C4x5.4 AT 4'-0" O.C. AND 2'-0" FROM

ENDS

(2) #10-16 SCREWS AT 1'-0" MAX

TRACK TOP AND BOTTOM

3/16

3/16

ANGLE TO

JOIST

L3x3x1/4xCONT

DESIGN JOIST FOR THE

FOLLOWING ULTIMATE LEVEL

POINT LOADS

540 LB WIND

2800 LB BLAST

S E

E A

R C

H

E.O.D SEE PLAN

C4x5.4 @ EVERY

OTHER JOIST

L2x2x1/4 @ EVERY OTHER JOIST

AND AT HSS WALL FRAMING

3/8" GUSSET PLATE

3/16

TYP TOP

AND

BOTT

3/16

3/16

TYP EA

END

DECK SEE PLAN

JOIST SEE PLAN

LIGHT GAUGE WALL STUDS. SEE

SCHEDULE ON S103 FOR BLAST

FRAMING REQUIREMENTS

SEE SCHEDULE ON S103

FOR BLAST CONNECTION

REQUIREMENTS

DESIGN JOIST FOR THE FOLLOWING

ULTIMATE LEVEL POINT LOADS

350 LB WIND

1950 LB BLAST

C4x5.4 @ EVERY OTHER JOIST

L2x2x1/4 @ EVERY OTHER

JOIST AND AT HSS WALL

FRAMING

3/8" GUSSET PLATE

3/16

TYP TOP

AND

BOTT

3/16

TYP EA

END

3/16

E.O.D. SEE PLAN

1/4"x3"x9" TALLx CONT

BENT PLATE

3/16

DESIGN JOIST FOR THE

FOLLOWING ULTIMATE LEVEL

POINT LOADS

525 LB WIND

1410 LB BLAST

DECK SEE PLAN

JOIST SEE PLAN

LIGHT GAUGE WALL STUDS. SEE

SCHEDULE ON S103 FOR BLAST

FRAMING REQUIREMENTS

SEE SCHEDULE ON S103

FOR BLAST CONNECTION

REQUIREMENTS

C4x5.4 @ EVERY OTHER JOIST

L2x2x1/4 @ EVERY OTHER

JOIST AND AT HSS WALL

FRAMING

3/8" GUSSET PLATE

3/16

TYP TOP

AND

BOTT

3/16

TYP EA

END 3/16

1/4"x3"x9" TALLx CONT

BENT PLATE

3/16

1 1/2" E.O.D.

DESIGN JOIST FOR THE

FOLLOWING ULTIMATE LEVEL

POINT LOADS

525 LB WIND

1410 LB BLAST

C4x5.4

L2x2x1/4

3/8" GUSSET PLATE

DECK

SEE

PLAN

JOIST SEE PLAN

3/1…