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214261_STRUCTURAL-2

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209625_ARCH-2.pdf PDF
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A02_214261_CONST-OFFICE-FIRE-STATION-K16-256_MMTL-ARCH.xlsx XLSX spreadsheet
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Text version

2B-9

2B-3

2B-5

CONC COL

FIRST FLOOR

SECOND FLOOR

FIRST FLOOR

TOP OF STL

SECOND FLOOR

FIRST FLOOR

TOP OF STL

FIRST FLOOR

TOP OF STL

TOP OF CONC

EW,EF

D13@300

200 THK w/

EW,EF

D13@300

200 THK w/

@400 0C (TYP)

BARS & HOR JT REINF

w/ D13@800 OC VERT

200 THK CMU WALL

@400 0C (TYP)

BARS & HOR JT REINF

w/ D13@800 OC VERT

200 THK CMU WALL

EW,EF

D13@300

200 THK w/

F I

R S

T

F L

R

R

O M

FIRST FLOOR

2ND FLR

SCALE: 1:50

500 1000 2000 8004000 200

SCALE: 1:20

4002000 100

SCALE: 1:10

TOP OF CONC

TOP OF STL

@400 0C (TYP)

JT REINF

VERT & HOR

w/ D13@800 OC

CMU WALL

200 THK

AND D10@200

2-D16 B.BARS

2-D19 T.BARS,

200x400 W/

CONC BEAM

GRAPHIC SCALE

2 6

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15333, APO AP 96205-5333

ENGINEERING DIVISON, DPW, USAG-YONGSAN

HEADQUARTERS, UNITED STATES ARMY GARRISON, YONGSAN

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

A

B C D

E F G H

UP

KEY PLAN

SCALE = 1 : 20

SCALE = 1 : 10

BUILDING SECTION

SCALE = 1 : 10

SCALE = 1 : 50

BUILDING SECTION1

BUILDING SECTION

SCALE = 1 : 50

YI, KS

STRUCTURAL

BUILDING SECTIONS-2

S-9

6 8

S-9

S-21

8 6

S-9

S-9

S-9

S-9

S-9

SECTION

DETAIL

214621

OUT OF CONTRACT

DORMITORY OF NEW FIRE STATION, K-16

CONSTRUCT BUILDING FOR OFFICES AND

FY19

FIRST FLOOR

TOP OF STL

600 600

FIRST FLOOR

TOP OF STL

600 600

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15333, APO AP 96205-5333

ENGINEERING DIVISON, DPW, USAG-YONGSAN

HEADQUARTERS, UNITED STATES ARMY GARRISON, YONGSAN

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

A

B C D

E F G H

`-50x50x6 (TYP)

GUSSET PL 6

TS-200x100x6

2ND FLOOR

SC-3

A

TYP.

HOLES

VERTICAL SLOTTED

2-020 BOLTS &

PL 10 w/

SC-7

UP

KEY PLAN

SCALE: 1:50

500 1000 2000 8004000 200

SCALE: 1:20

4002000 100

SCALE: 1:10

GRAPHIC SCALE

CANOPY FRAME AT ROOF FL

SCALE = 1 : 10

SCALE = 1 : 10

SCALE = 1 : 50

1 BUILDING SECTION

SCALE = 1 : 50

BUILDING SECTION

YI, KS

STRUCTURAL

BUILDING SECTIONS-3

S-10

S-303

SECTION

4 7 9

S-10

214621

DORMITORY OF NEW FIRE STATION, K-16

CONSTRUCT BUILDING FOR OFFICES AND

OUT OF CONTRACT

MCJ MCJ

MCJMCJ

EW,EF

D13@300

200 THK

EW,EF

D13@300

200 THK

@400 0C (TYP)

BARS & HOR JT REINF

w/ D13@800 OC VERT

200 THK CMU WALL

SEE DET

CANOPY

FIRST FLOOR

TOP OF STL

FIRST FLOOR

TOP OF STL

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15333, APO AP 96205-5333

ENGINEERING DIVISON, DPW, USAG-YONGSAN

HEADQUARTERS, UNITED STATES ARMY GARRISON, YONGSAN

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

A

B C D

E F G H

UP

KEY PLAN

SCALE: 1:50

500 1000 2000

GRAPHIC SCALE

SCALE = 1 : 50

SCALE = 1 : 50

1 BUILDING SECTION

BUILDING SECTION2

YI, KS

STRUCTURAL

BUILDING SECTIONS-4

S-11

S-11

S-11

S-12

214621

DORMITORY OF NEW FIRE STATION, K-16

CONSTRUCT BUILDING FOR OFFICES AND

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15333, APO AP 96205-5333

ENGINEERING DIVISON, DPW, USAG-YONGSAN

HEADQUARTERS, UNITED STATES ARMY GARRISON, YONGSAN

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

A

B C D

E F G H

H194x150x6x9

FR-4

TOP CHORD

CT-147x200x8x12

BOT CHORD

CT-147x200x8x12

PURLINS

2`s-70x70x6

F I

R

O O

R

F I

R

O O

R

FR-4

SB-4

FR-6

SB-8

O M

F I

R

O O

R

F I

R

O O

R

O M

O M

F I

R

O O

R

O M

F I

R

O O

R

F I

R

O O

R

O M

O M

O M

F I

R

O O

R

O M

CONN DETAIL

PER TYP STEEL

BOLTS & PLATE

FR-7

2G-5

PIPE

0101.6x4.2

SB-3

STEEL

TOP OF FLOOR

2ND

`-50x50x6 (TYP)

GUSSET PL 6

T-1 TOP CHORD

TS-200x100x6

2`s-80x80x6

2`s-80x80x6

H582x300x12x17

TYP

STEEL CONN

PER TYP

BOLTS

STEEL

TOP OF

H-294x200x8x12

FR-5

SB-2

S B

S B

HOR BRACING

S B

T & B

PL 12PL 12

CT 147x200x8x12

SC-10

PL 12

TYP.

FIRST FLOOR

5 9

8740 870

1525 3250

8740 870

SEE PLAN 3810

SEE PLAN

3 EQ BAYS = 47753 EQ BAYS = 3965

GRAPHIC SCALE

3 2 w/ 4-O20 BOLTS

GUSSET

SCALE: 1:30

300 600 1200

4002000 100

SCALE: 1:10

SCALE = 1 : 30

ELEVATION (FR-4)

SCALE = 1 : 30

ELEVATION (FR-5)

ELEVATION (FR-6 / SB-8)2

SCALE = 1 : 30

D E T A I L

SCALE = 1 : 10

D E T A I L

SCALE = 1 : 10

CANOPY FRAME AT 2ND FL

SCALE = NTS

D E T A I L

SCALE = 1 : 30

ELEVATION (FR-7)

SCALE = 1 : 10

ELEVATION (T-1)

SCALE = 1 : 30

YI, KS

STRUCTURAL

TRUSS AND FRAME DETAILS

S-12

4 5

S-20

S-20

S-20 S-20

S-20 S-20

S-20

S-20

S-20

S-20

S-20

S-20

8 6

S-12

FR-5

SB-1

SB-2SB-2

SB-1

H-200x100x5.5x8

6A

S-20

214621

DORMITORY OF NEW FIRE STATION, K-16

CONSTRUCT BUILDING FOR OFFICES AND

BOTH SIDES

STIFF PL 10

BOTH SIDES

STIFF PL 12

> SYM

> GRID

P-2

D=300 AT BASE

FIRST FLOOR

TOP OF STEEL

w/ 20-022 BOLTS

PL 400x800x20

F w/ 3-020 BOLTS

CLIP 2`s-80x80x6

AT EA SIDE (TYP)

w/ 4-020 BOLTS

CLIP `-150x100x12

WP

& HOR JT REINF @ 400 0C

D13@800 OC VERT BARS

200 THK CMU WALL w/

SEE

CONC RAMP

GB (TYP)

FORM AT EXT

FIBER VOID

w/ 2-016 BOLTS

150x100x9x150 LG

CLIP `

SB-4 OR SB-5

SEE SCHEDULE

FOR REINF

F-7, F-8, F-9 tw = 12 FOR FR-1, FR-2 & FR-3 w/ CONT D13 @ T&B

200x200 CONC CAP

(TYP @3600 OC)

SAG ROD O16mm/

SCALE: 1:25

250 500 1000

4002000 100

SCALE: 1:10

PL 30

STIFF

PL 30

STIFF

bf = 300

= 20 FOR FR-2

tf = 30 FOR FR-1 & FR-3

& FR-3

tw = 12 FOR FR-1, FR-2 bf = 300

= 20 FOR FR-2

tf = 30 FOR FR-1 & FR-3

200100500

SCALE: 1: 5

BEAM

GRADE

100 100

300 250

100 50

200 600

GRAPHIC SCALE

GRID

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15333, APO AP 96205-5333

ENGINEERING DIVISON, DPW, USAG-YONGSAN

HEADQUARTERS, UNITED STATES ARMY GARRISON, YONGSAN

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

A

B C D

E F G H

SCALE = 1 : 25

RIGID FRAME ELEVATION (FR-1, FR-2 & FR-3)

SCALE = 1 : 10

SCALE = 1 : 10

SCALE = 1 : 5

SCALE = 1 : 10

YI, KS

STRUCTURAL

AND DETAIL

RIGID FRAME ELEVATION, SECTIONS

S-13

TYP GIRT CONN TO COL

SCALE = 1 : 10

S-13

S-13

S-13

S-13

S-16

S-13

SECTION

DETAIL

SECTION

SECTION

/w/ 10-020 BOLTS

PL 340x500x20

12012050

214621

DORMITORY OF NEW FIRE STATION, K-16

D13@450

E Q

E A

D S

UP

E A

D S

DN

STL STRINGER

CLIP `-80x80x8x150 LG

TYP

TREAD

R I

S E

R w/ NON-SLIP FINISH

EXPOSED CONC FILL

CLIP `-50x50x6x150 LG

STL STRINGER

TYP

STL PL PAN (12 GA)

TYP

CLIP `-50x50x6x150 LG w/ NON-SLIP FINISH

EXPOSED CONC FILL

STL STRINGER

8x150 LG

CLIP `-80x80x

B

B

B

B

FIRST FLOOR

SECOND FLOOR

STL STRINGER

STL STRINGER

2B-8

STIFF PL 6

GA 12 PL

T=50 CONC ON

STL STRINGER

GA 12 PL

T=50 CONC ON

STIFF PL 6

2B-8

SECOND FLOOR

O M

F I

R

O O

R

SEE DET

LEDGER`-60x60x5

STIFF PL

x150 LG

4-020 STUDS

PL 20 w/

EMBEDDED

EMBED EXP BOLTS

2-016x150 LG

EMBED EXP BOLTS

2-016x150 LG

SEE DET

LEDGER

SEE

FOR REINF

200x400 BOND BM

SEE

LEDGER

STL STRINGER

SEE

LEDGER

CT 100x150x6x9

HEADED STUDS

w/ 4-019x150 LG

225x250x8

EMBEDDED PL

SCALE: 1:40

400 800 1600

200100500

SCALE: 1: 5

4002000 100

SCALE: 1:10

2B-8

PL 9

CONN DETAIL

BOLTS PER TYP STEEL

8004000

SCALE: 1:20

2400 200

2800 150

2400 200

200 720

2400 200

180 1110

I

S E

22040

70 40

S E

S E

C E

C E

GRAPHIC SCALE

D10 @ 300

2-D16 T & B w/

200x400 BOND BM

/x150 LG w/ 2-020 BOLTS

LEDGER `-100x150x7

100 MIN6

/x150 LG w/ 2-020 BOLTS

LEDGER `-100x150x7

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15333, APO AP 96205-5333

ENGINEERING DIVISON, DPW, USAG-YONGSAN

HEADQUARTERS, UNITED STATES ARMY GARRISON, YONGSAN

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

A

B C D

E F G H

SCALE = 1 : 10

SCALE = 1 : 10

SCALE = 1 : 05

SCALE = 1 : 10

SCALE = 1 : 40 6

PARTIAL SECOND FLOOR PLAN

SCALE = 1 : 10

SCALE = 1 : 10

SCALE = 1 : 20

SCALE = 1 : 10

PARTIAL FIRST FLOOR PLAN

SCALE = 1 : 40

YI, KS

STRUCTURAL

AND DETAILS

STAIR-1 PARTIAL PLANS, SECTIONS

S-14

S-403

S-503

S-14

S-14S-18

S-18

S-14

S-14

S-14

S-14

S-14

S-18

S-14

S-14

SECTION

DETAIL

SECTION

SECTION DETAIL

DETAIL

DETAIL

DETAIL

214621

DORMITORY OF NEW FIRE STATION, K-16

2-STIFF PL 10

PL 8

PL12

E A

D S

UP

E A

D S

`-60x60x5

STIFF

`-60x60x5

STIFF

2B-6

2B-7

B

B

B

B

B

B

B

B

2B-7

SECOND FLOOR

FIRST FLOOR

S E

A

O M

F I

R

O O

R

SECOND FLOOR

O M

F I

R

O O

R

LANDING

STAIR

2G-3

2B-6

2B-8

GA 12 PL

T=50 CONC ON

2B-8

CUT FROMw/ 2-020 BOLTS (TYP)

CLIP `-80x80x6x150 LG

STAIR BM, UNO)

(TYP FOR ALL CONN AT

w/ 2-020 BOLTS EA SIDE

2-CLIP `-80x80x6x150 LG

GA 12 PL

T=50 CONC ON

w/ 4-020 BOLTS

CAP PL 250x400x20

2B-6

(BOTH SIDES)

STIFF PL 10

PAN STIFF `

2B-8

2B-8

GA 12 PL

T=50 CONC ON

/w/ 4-020 BOLTS

CAP PL 250x400x20

2B-6

2-016 BOLTS

STIFF PL 10 w/

/w/ 4-020 BOLTS

CAP PL 250x400x20

GA 12 PL

T=50 CONC ON

2B-6

/w/ 4-020 BOLTS

CAP PL 250x400x20

2B-6

SIM

STRINGER

STL

STRINGER

STL

SIM

x x

S T I

F F

SEE SCHEDULE

FOR REINF

NFSM

P-10

F-6

2B-7

SC-9

P-10

F-6

SC-9

SC-9

SC-9

SC-9

SC-9

200 THK

EF,EW

D13@300

WF-1

D13

10 THK PEJ

WF-1

TS-300x100x12

2B-8

TS-300x100x12

(BEYOND)

TS-300x100x12 T & B

STIFF PL12

2-STIFF PL 8

150 CWB

W5.0xW5.0 WWF &

ON GRADE w/ 150x150-

150 THK CONC STOOP

200 150

200 150

180 350

100 75

1200 1200

390 350

12001200 390

SCALE: 1:40

400 800 1600

8004000

SCALE: 1:20

A 3

A

A

GRAPHIC SCALE

4002000 100

SCALE: 1:10

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15333, APO AP 96205-5333

ENGINEERING DIVISON, DPW, USAG-YONGSAN

HEADQUARTERS, UNITED STATES ARMY GARRISON, YONGSAN

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

A

B C D

E F G H

PARTIAL FIRST FLOOR PLAN

PARTIAL SECOND FLOOR PLAN

SCALE = 1 : 40

SCALE = 1 : 40

SCALE = 1 : 10

SCALE = 1 : 10

SCALE = 1 : 10

SCALE = 1 : 10

SCALE = 1 : 10

SCALE = 1 : 20

YI, KS

STRUCTURAL

AND DETAILS

STAIR-2 PARTIAL PLANS, SECTIONS

S-15

S-15

S-15

S-15

S-15

SECTION

S-14 S-15

S-15

S-14

SECTION

SECTION

DETAIL

DETAIL

SECTION

S-15

214621

DORMITORY OF NEW FIRE STATION, K-16

WALL SEALANT

FFL

D13 @ 300 OC,EW

SEE PLAN

S

P

A N

2-D13

2-D13

-NFSM-

VB ON 150 CWB VB ON 150 CWB

D I

M E

N S I

O N

D I

M E

N S I

O N

100 65

95140

D10

D13

D16

SIZE

BAR

(mm)

D

A OR G

90^

HOOKS

(mm)

135^ HOOKS

A OR G

(mm)

H(mm)

APPROX.

D22

D32

D29

D25 150

D19

D13

D16

D10

SIZE

BAR

(mm)

D

360180250

280 200 400

180^ HOOKS

A OR G

130 75

J

90^

HOOKS

A OR G

(mm) (mm) (mm)

1 D = 6d FOR D13 THRU D25 BARS

D = 8d FOR D29 AND D32 BARS

DIMENSION

65mm min.

DIMENSION

CBEAML

90^HOOK

BEAMLC

135^HOOK

1. THICKER PROTECTIVE COVER INDICATED IN SPECIFIC DETAILS SHALL GOVERN.

2. PROTECTIVE COVER SHOWN IS FOR CAST-IN-PLACE CONCRETE ONLY.

STIRRUP OR

EARTH/CONC.

TIE

CONCRETE CAST AGAINST

UNFORMED EARTH

BAR (TYP)

TEMPERATURE

MAIN OR

CONCRETE EXPOSED TO

EARTH

FACE

EXTERIOR

SURFACE

FORMED CONC

BAR (TYP)

TEMPERATURE

MAIN OR

TIE

STIRRUP OR

FORMED EARTH OR WEATHER

CONCRETE NOT EXPOSED TO

EARTH OR WEATHER

SLAB

MAIN BARS

STIRRUP

FLOOR BEAM

REINFORCEMENT

MULTI-LAYER

WALL

COLUMN

BAR (TYP)

TEMPERATURE

MAIN OR

OR TIE

STIRRUP

BAR

MAIN

STIRRUP

FGL

FFL

-NFSM-

SEE PLAN

INSULATION

PERIMETER

50 THK

SEE

10mm THK PEJ

1% SLOPE

SEE PLAN

& 150 CWB

W5.0xW5.0 WWF

ON GRADE w/ 150x150-

150 THK CONC STOOP

GRADE BEAM

FOOTING OR

REINFORCEMENT

FOR SLAB THICKNESS &

SEE FOUNDATION PLAN

CONTRACTION JOINT (CJ)

(ONE SIDE GREASED)

D16x750 LG @ 750 OC

CONSTRUCTION JOINT (CONST JT)

6mm RADIUS *

TOOL w/

COVERING WILL BE USED

* EXCEPT WHERE A FLOOR

SLAB REINF

SLAB REINF

R=3.2

D16x750 LG @ 750 OC

TEE INTERSECTION

IS FROM INSIDE

WHEN SOIL PRESSURE

ADD D16 @300

CORNER BARS

CORNER

HOOK

HORIZ BARS

WALL

HORIZ BARS

WALL

(SEE MECH DWGS)

(TYP)

25 mm CHAMFER w/ SEALANT (TYP)

10 mm THK PEJ

BAR

BACK-UP

GIRDER

BEAM

GIRDER BARS

BEAM BARS

w/ SEALANT

10mm PEJ

INSULATION

50 THK PERIMETER

180^HOOK

90^HOOK

W6.0xW6.0 WWF

W/ 150x150-

CONC RAMP

200 THK

VB ON 200 THK CWBCWB

200 THK

OC (TYP)

D13 @300

BEAM

GRADE

w/ SEALANT

OR FORMED JOINT

3.2mm x (t/4) SAWED

DETAILING

D d

JdD

DETAILING

STANDARD

300 LAP

D

D

SEE PLAN

t t t

6d

D E

T A I

L I

N G

D

D E

T A I

L I

N G d

H

D d

A

O

G

4d or

A OR G

VARIES

1.5 D

D E

P

100200150

S

C

V

D W

G

100 200

S

C T I

O N3

R

3.2

T

O m m

A OR G 75 CL

40 CL

40 CL

40 CL

20 CL20 CL

NOTE

1a M A I N B A R S

1b

STANDARD STIRRUPS OR TIES

S-501

1 D=4d FOR D13 THRU D16 BARS

D13

THIS SIDE)

@600 OC (GREASE AT

020 SMOOTH DOWELS

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15333, APO AP 96205-5333

ENGINEERING DIVISON, DPW, USAG-YONGSAN

HEADQUARTERS, UNITED STATES ARMY GARRISON, YONGSAN

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

A

B C D

E F G H

BEAM & GIRDER JOINT DETAIL

NOT TO SCALE

YI, KS

STRUCTURAL

TYPICAL CONCRETE DETAILS

S-16

JOINT IN FLOOR SLAB

NOT TO SCALENOT TO SCALE

@ WALL INTERSECTION

HORIZONAL BAR LAPS

NOT TO SCALE

NOT TO SCALE

STANDARD HOOK FOR MAIN BARS, STIRRUPS & TIES

CONCRETE STOOP

NOT TO SCALE

CONCRETE PROTECTION COVER FOR REINFORCING BARS

CONCRETE RAMP

NOT TO SCALE10

ON GRADE (w/ SPREAD FTG)

TYP DETAIL FOR DEPRESSED

NOT TO SCALE

CONCRETE PAD

NOT TO SCALE7

TYPICAL PEJ DETAIL

NOT TO SCALE

214621

DORMITORY OF NEW FIRE STATION, K-16

214261_CONST-OFFICE-FIRE-STATION-K16_DWG-STRU 1
214261_CONST-OFFICE-FIRE-STATION-K16_DWG-STRU 2
214261_CONST-OFFICE-FIRE-STATION-K16_DWG-STRU 3
214261_CONST-OFFICE-FIRE-STATION-K16_DWG-STRU 4
214261_CONST-OFFICE-FIRE-STATION-K16_DWG-STRU 5
214261_CONST-OFFICE-FIRE-STATION-K16_DWG-STRU 6
214261_CONST-OFFICE-FIRE-STATION-K16_DWG-STRU 7
214261_CONST-OFFICE-FIRE-STATION-K16_DWG-STRU 8

File details come from the government source that posted it.