214261_STRUCTURAL-3.pdf

@ CORNER OF CMU BOND BEAM BLOCKS@ CMU BOND BEAM BLOCKS

AS SHOWN

2-D13 BEND BARS,

WEB MEMBERS

KNOCKED OUT

OUTLINE OF

(*) 40d OR 600mm WHICHEVER IS GREATER

BARS

2-D13 CONT

REINFORCEMENT

BARS AS HORIZONTAL

BENT BARS, SAME SIZE

O R

M I

N

SECTION

UNIT @ INTER-

BOND BEAM

2-D13 CONT BARS

SEALANT (TYP)

RAKE JT AND

LINTEL DEPTH (D)

LINTEL SCHEDULE

SPAN (L)

1.6 m

UP TO 200

D10 @ 200

2-D13 T&B w/

D10 @ 200

2-D13 T&B w/

L-BARS

A

JAMB

J-BARS

L-BARS

WALL BARS

LINTEL

B

LINTEL BEAM

@ 400 OC MAX.

D10 @ 200 OC

M I

N

L-BARS

EQUAL SPACING

WALL BARS

B

A

J-BARS @

@ 400 OC (MAX)

L

CONC BOND BM

2-D13(T/B)

AT SILL

J-BARS

2-D13

2-D13

DIMENSIONS (BxH)

150x200

200x200

JAMB SCHEDULE

P = P

BOLT

DIA.

(mm) (Lb) (Lb)

GROUT

EMBED

(mm)

EDGE

DIST.

(mm)

P

LONGV LAT

Pv

Pv

PLAT.

P

P

LONG

LONG

PLAT.

( VERT REINF : D13 AT 800 UNO )

EXTERIOR FACE

INTERIOR FACE

CELL w/ GROUT

D13 RE-BAR, FILL

(TYP)

AND SEALANT

RAKE JOINTS

WALL

WALL

COURSE

EVERY 3RD

STEEL ANCHOR

(MIN)

M I

N

CMU WALL

200mm THK

EXTERIOR WALL

NOTES :

& INTERSECTIONS

PROVIDED @ CORNERS

PIECES SHALL BE

FACTORY-FORMED

WIRE

LAP FOR SMOOTH

WIRE 300mm MIN

FOR DEFORMED

150mm MIN LAP

JOINT REINFORCEMENT

AT 400 TYPICALLY

1. HOR JOINT REINF SPACING

AT EACH SIDE OF MCJ'S

2. TERMINATE JOINT REINF

END AT OPNGS (3 CELLS GROUTED)

ADD D16 VERT AT CORNERS &

JOINT REINFORCEMENT

@ CONC BOND BEAM

BAR SIZES, NOS. SPACING

SEE BEAM SECTION FOR

BEAM

CONC BOND

(*) 40d OR 600mm WHICHEVER IS GREATER

M I

N

BEAM

CONC BOND

IN GROUTED CELLS

VERTICAL REINF.

BEAM REINF.

HORIZONTAL BOND

A

A

A

A

A

A

A

A

B

B

B

A

A

A

A

A

A

A

A

B

B

B

A

A

A

A

A

A

A

A

B

B

B

A

A

A

A

A

A

A

A

B

B

B

A

A

A

A

A

A

A

A

B

B

B

A

A

A

A

A

A

A

A

B

B

B

NOTE:

AT CONCRETE BOND BEAM

CONTROL JOINT SHALL BE DISCONTINUED

MCJ

AS SPECIFIED

MATERIAL KEY

RUBBER LIKE

SEALANT BOTH FACE

MCJ

B : HALF UNIT

A : FULL UNIT

LEGEND

B : HALF UNIT

A : FULL UNIT

LEGEND

SEALANT BOTH FACE

MCJ

"TYPE - A"

INTERIOR FACE

EXTERIOR FACE

MATERIAL

BACKING

(HALF UNIT)

200mm THK CMU

SEE DETAIL

SEALANT

SEALANT

EA SIDE

D16 BARS

INTERIOR FACE

EXTERIOR FACE

(HALF UNIT)

CMU WALL

MORTAR JOINTSEE DETAIL

BACKSTOP

EA SIDE

D16 BARS

OF WALL

INTERIOR FACE

OF WALL

EXTERIOR FACE

SEALANT

SEALANT

"TYPE - B"

SEALANT BOTH FACE

CONC BOND BM

EA SIDE

D16 BARS

MATERIAL KEY

RUBBER LIKE

BREAKER

FELT BOND

1.5 Kg/m 2

CELLS W/GROUT* * *

OPENINGS

UNOBSTRUCTED VERT

TO PURLINS

PERPENDICULAR

PURLIN

CONC FILL

CONTINUOUS

`-100x100x6

TYP

w/ SEALANT

25mm CL w/ 2-D13

BOND BM

CMU AT BASE

@400

HOR JT REINF

D13@800 w/

REINF

LAP VERT

MATCH AND

DOWEL TO

TO PURLINS

PARALLEL

PURLIN

PURLIN

CONC FILL

w/ 2-D13

BOND BLOCK

TYP

w/ SEALANT

25mm CL

TO MATCH PURLINS

BLOCKING @1200 OC

CONTINUOUS

BP 100x100x6

CONTINUOUS

BP 100x200x6 w/ SEALANT

25mm CL 150mm THK CMU

2-D10 FOR

STEEL DECK

CONC OVER

EXP BOLT

w/ 2-013x100 LG

300 LG @1200 OC

`100x100x6x

BOND BM BLOCK

CONC OVER

STEEL DECK

2 3 4

B A

D

A

L A

P

B

H

D

O P

H

D

9 9

R A

K E

3 CL

3 CL

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 TO

SCALE TO

SCALE

SCALE

TO

HORIZONTAL JOINT REINF

SCALE NOT

SCALE NOT

NOT

INTERSECTION DETAILS

CMU CORNER OR

1 BASIC CONTROL JOINT (MCJ) FOR CMU WALLS

TO

TYPICAL BAR BENDS

SCALE NOT

NOT TO

LOADS IN MASONRY

ALLOWABLE BOLT

SCALE

NOT TO

TYPICAL CMU OPENING5

NOT

CMU WALL ANCHOR DETAILS

NON-LOAD BEARING

TO

NOT TO

CELL ALIGNMENT

WALL ELEVATION SHOWING

YI, KS

STRUCTURAL

TYPICAL CMU DETAILS

S-17

3.2 m

1.6 m TO

214621

DORMITORY OF NEW FIRE STATION, K-16

CONSTRUCT BUILDING FOR OFFICES AND

FY19

STEEL BM

STEEL BM

STIFF PL 10

BASE PL 13

STEEL COL

TO TOP OF BEAM

STUDS WELDED

4-016 THREADED/

> PURLIN> PURLIN

TOP CHORD

OR TRUSS

STEEL BEAM

DIRECTION

SEE PLANS FOR

ANGLE PER SPECS

ATTACH DECK TO

M I

N

M I

N PURLIN

PURLIN

x300 LG

`-50x50x5 o16 SAGROD

(150 EMBED)

BOLTS @600 OC

016 HILTI-HSA

BETWEEN PURLINS

`-100x100x7

150D13

@450 (TYP)

(150 EMBED)

BOLTS @600 OC

016 HILTI-HSA

BETWEEN PURLINS

`-100x100x7

D10 @ 300 w/ 2-D16 T&B &

200x40 BOND BM

"R"

REACTION

TYPE

CONNECTION

HEADED STUDS

NO. OF

STEEL CT

CONNECTING

UP TO

KN KIPS

67 (15 )

I 4-019 PL-225x250x8/ CT-100x150x6x9

KIPS

II 6-019/ CT-125x125x6x9

KN KN

KIPS

PL-300x300x12

68 TO 111

(16 TO 25 )

PLATE SIZE

EMBEDDED

NOTE:

THE FOLLOWING TABLE

OF ADEQUATE CONNECTION TYPE, AS PER

SEE PLAN FOR REQUIRED "R" FOR APPLICATION

(D)

BEAM DEPTH

NOMINAL

2 8 6UP TO 200

250 3 8 6

300 3 10 7

350 4 10 7

12 85400

12 85450

146500 10

167600 10

168700 12

199800 12

2210900 12

(MIN)

WELD SIZE

FILLET

(NOTE 2)

(MIN)

PLATE

SHEAR

STEEL BM

T

Y P

STEEL BM

TYP

3 SIDES

F

SHEAR PLATE

ROWS OF BOLTS

FOR NO. OF

SEE TABLE

BEAM / GIRDER

STEEL

SHEAR PLATE

T

Y P

AS PER LATEST EDITION OF AISC (ASD).

1. FABRICATION AND ERECTION SHALL BE

THICKNESS WHICHEVER IS GREATER.

2. SHEAR PLATE THICKNESS OR BEAM WEB

NOTES :

(020 mm)

ASTM A325

NO.OF BOLTS

GIRDER

STEEL

NOTE :

TABLE UNLESS OTHERWISE DETAILED.

ARE TO BE AS PER THE FOLLOWING

NO.OF BOLTS AND OTHER CONNECTION

TO PURLIN

FIELD WELD

`75x75x6

TYP

(TYP)

`100x75x6 LLV

H-BEAM/TRUSS

CHANNEL OR

MEMBER

SUPPORT

LLV (TYP)

`100x75x6

PURLIN

TRUSS TOP CHORD

STEEL BEAM OR

(ASTM A307)

w/ 2-020 BOLTS

100x100x7x150 LG

CLIP `

PURLIN

TOP CHORD

OR TRUSS

STEEL BEAM

50@300

PER TYPICAL DETAIL

PURLIN w/ ATTACHMENT

OR BEAM

TRUSS TOP CHORD

CONT BENT PL 6

EDGE OF CONC

CT

MIN 6

MIN 6

20 MIN

CT

(SEE NOTE)

REACTION

R

UNO

WALL

CONC

STUDS

DETAIL

SEE CONNECTION

NO.OF BOLTS,

TYPE I TYPE II

PL 225x250x8

4-019x150 LG /

PL 300x300x12

6-019x150 LG

WALL

CONC

3 SIDES

PENETRATION

FULL

OF BOLTS

FOR NO.

SEE TABLE

PURLIN @ RIDGE-TYPICAL

BENT STEEL BEAM DETAIL

3 SIDES

0 150

D D

12 150

MIN 75

(T

Y P

5 7/8

MAX 20MIN 40

125 5050

10010050 50

C L

C

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

NOT TO SCALE

PURLIN AT HIP DETAIL

NOT TO SCALE

NOT TO SCALENOT TO SCALE

PURLIN @ EAVE-TYPICALD E T A I L

NOT TO SCALE

5TYP STEEL CONNECTION DETAIL

NOT TO SCALE NOT TO SCALE

D E T A I L

NOT TO SCALE

EMBEDDED STEEL ANCHOR CONNECTION

NOT TO SCALE

S E C T I O N

NOT TO SCALE

NOT TO SCALE NOT TO SCALE

STEEL COLUMN AT STEEL BEAM 7

6 S E C T I O N2 TYP SMALL ROOF OPENING DETAIL

YI, KS

STRUCTURAL

TYPICAL STEEL DETAILS-1

S-1818

214621

DORMITORY OF NEW FIRE STATION, K-16

T

EL VARIES

SHEAR STUDS

T=VARIES

EL VARIES

EMBOSS

= 120

B/A

A+B

MIN A

S E

S

H E

D U

L E

1.5

SEE

CONN (TYP)

STD FRAMED BM

OVER BEAM @450 OC

D13x1200 CENTERED

FLOOR METAL DECK

COMPOSITE

RE: PLAN

BM VARIES

OVER GIRDER @450 OC

D13x2000 CENTERED

GIRDER SIZE (TYP)

RE: PLAN FOR

-s = 26.7 cm /m

MIN ts = 26.7 cm /m

MIN Z = 68.7 cm /m

( OPENING 300 TO 600 OR FOR MULTIPLE OF SLEEVES )

EA SIDE

OPNG EXTEND `s

`-75X75X6 SIDE

WELD EA RIB

020mm PUDDLE

DECK

METAL

BY DECKING CONTRATOR

NOTE : FRAMING TO BE FURNISHED & INSTALLED

TYP

M

> COL

M

T & B

TYP

CONN TABLE

AS PER

T & B

TYP

( H-COLS )

COPE THE FLANGE AS NECESSARY

H-COL

A

12mm MAX

> COL

SEE SCHED AT

H-BM

EL VARIES

TYP COMPOSITE BEAM

NOT TO SCALE

NOT TO SCALE

TYP COMPOSITE GIRDER

NOT TO SCALE

COMPOSITE METAL DECK

NOT TO SCALE

TYP EDGE DETAIL

NOT TO SCALE

OPENINGS IN METAL DECK

NOT TO SCALE

TYP PIN CONN TO COL WEB

NOT TO SCALE

B AA

600(MAX)600(MIN)

PROVIDE STIFFENERS &

WEB DOUBLERS AS REQD

BY AISC SPECS

BOLTS MAY BE

SUBSTITUTED FOR

WEB PL WELD AT

CONTR'S OPTION

BENT 4

4 50-300

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

MOMENT CONN AT FLANGE

TYP BEAM TO COLUMN

YI, KS

STRUCTURAL

TYPICAL STEEL DETAILS-2

S-19

S-18

S-18

S-18

214621

DORMITORY OF NEW FIRE STATION, K-16

R

O O

R

O M

6 50@100

CONT BENT PL 6

WP

TOP CHORD

PURLINS

BOT CHORD

TYP

GUSSET PL8

6 100

STL COL

CAP PL 12

TOP CHORD

PURLINS

O M

F I

R

O O

R

BOT CHORD

CAP PL 12

STL COL

EA FACE

STIFF PL 10

WP

PL 15

w/ 4-022 BOLTS

PL 500x300x20

STL COL

TOP CHORD

6 100

MEMBER

2`s-WEB

GUSSET PL 8

PURLINS

TOP CHORD

6 100 2`s-80x80x6

MEMBER

2`s-WEB

6 100

BOT CHORD

6 100

TYP BOT CHORD

MEMBER

2`s-WEB

2`s-80x80x6

PURLIN

TOP CHORD

SB-1

SB-2

CONNECTION DETAIL

PER TYP STEEL

BOLTS & PLATE

FR-5

F I

R

O O

R

O M

H-200x200x8x12

STL COL

SB-6

STIFF PL 16

CONNECTION DETAIL

PER TYP STEEL

BOLTS & PLATE

FR-6

SEE FOR BENT BM

PURLINS

FR-4

BOLTS

150 LG w/ 2-020

CLIP `-100x75x7x

SB-4

FR-4

SB-4

F I

R

O O

R

O M

CAP PL 12

WP

CONNECTION DETAIL

PER TYP STEEL

BOLTS & PLATE

SB-8

STIFF PL 16

WP

STL COL

SB-6

H-200x200x8x12

O M

F I

R

O O

R

SC-10

4002000 100

SCALE: 1:10

EA SIDE

4-020 BOLTS

PL 20 w/

EA SIDE

10-020 BOLTS

PL 20 w/

EA SIDE

10-020 BOLTS

PL 20 w/

EA SIDE

4-020 BOLTS

PL 20 w/

2`s-80x80x6

2`s-80x80x6

6A

BOLTS

x150 LG w/ 2-016

CLIP `-100x100x7 x10x150 LG

`-100x150

CLIP

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

SEE PLAN

SEE PLAN

SEE PLAN

SEE PLAN

N

2 3

GRAPHIC SCALE

SCALE = 1 : 10

SCALE = 1 : 10

D E T A I L

SCALE = 1 : 10

D E T A I LD E T A I L 6

SCALE = 1 : 10

D E T A I L

SCALE = 1 : 10

D E T A I L D E T A I L4 9

SCALE = 1 : 10

SCALE = 1 : 10

D E T A I L

D E T A I L

11 D E T A I L

SCALE = 1 : 10

SCALE = 1 : 10

D E T A I L 52

SCALE = 1 : 10

SCALE = 1 : 10

SCALE = 1 : 10

D E T A I L

SCALE = 1 : 10

D E T A I L D E T A I L 7D E T A I L1

SCALE = 1 : 10

YI, KS

STRUCTURAL

DETAILS-1

S-20

S-18

S-21

214621

DORMITORY OF NEW FIRE STATION, K-16

TRUSS TOP CHORD

w/ 2-020 BOLTS

CLIP ` 100x100x10x145 LG

STEEL BM

(TYP)

2-020 BOLTS/

(TYP)

HOR BRACING

T

Y P ) 6

3 SIDES

VERT BRACINGVERT BRACING

GUSSET PL 10

4-020 BOLTS/

(TYP AT BEAM)

HEADED STUDS

w/ 4-019x150 LG

225x250x8

EMBEDDED PL

SB-7

2G-2

CT 100x150x6

CONNECTION DETAIL

PER TYP STEEL

BOLTS & PLATE

PL 8

GUSSET PL 12

(TYP)

2-020 BOLTS/(TYP)

HOR BRACING

BOLTS T & B

PL 16 w/ 4-020

SB-6

CONN DETAIL

PER TYP STEEL

BOLTS & PLATE

STL COL

FR-1

GUSSET PL 10

4-020 BOLTS

2`s-150x90x9 w/

VERT BRACING

SEE

PL 12

PURLINS

SEE

(TOP CHORD)

T-1 THRU BOND BM

PURLIN

3 SIDES

GUSSET PL 12

FR-6

STEEL BM

TRUSS TOP CHORD

PURLINS (TYP)

TOP CHORD

> OF RIDGE

& WASHER (TYP)

ENDS w/ STD NUT

THREADED BOTH

016 SAG ROD

TYP

(SHORT SAG ROD ONLY)

BEVEL WASHER

T-1 (TOP CHORD)

FR-1

4-020 BOLTS

2`s-150x90x9 w/

VERT BRACING

GUSSET PL 10

@600 OC (TYP)

BOLTS x150 LG w/ 020 HILTI HSA

CONT 200x70x7x10

CONN DETAIL

PL PER TYP STL

BOLTS & SHEAR

PURLINS

CONC BOND BM

SEALANT (TYP)

w/ 1-016 BOLT

`100x100x7x150

3 SIDES

FR-2

4002000 100

SCALE: 1:10

(TYP)

GUSSET PL12

(TYP)

HOR BRACING

(TYP)

w/4-O20 BOLTS

GUSSET PL12

FR-3

HOR BRACING

SB-9

(BELOW)

STL BM

(BELOW)

STL COL

(TYP)

GUSSET PL12

(BELOW)

STEEL COL

(TYP)

HOR BRACING

200 150

125 50

M I

N

MIN 100 (TYP)

B

F

D E

A

B

F E

C

GRAPHIC SCALE

G

G

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

D E T A I L D E T A I L

D E T A I L

D E T A I L

SCALE = 1 : 10

D E T A I L

SCALE = 1 : 10

SCALE = 1 : 10

SCALE = 1 : 10

D E T A I L

D E T A I L

SCALE = 1 : 10SCALE = 1 : 10

D E T A I L

SCALE = 1 : 10

D E T A I L D E T A I L 4 8

SCALE = 1 : 10

D E T A I LD E T A I L 11

D E T A I L

SCALE = 1 : 10

SCALE = 1 : 10

SCALE = 1 : 10

D E T A I L

SCALE = 1 : 10

SCALE = 1 : 10

D E T A I L

YI, KS

STRUCTURAL

DETAILS-2

S-21

J

H I

H I

S-21

S-18

214621

DORMITORY OF NEW FIRE STATION, K-16

OR

OR

OR

TYPE

FTG.

REMARK

SPREAD FOOTING SCHEDULE

AST

ASL

B x L x T

6-D16

6-D16

1500 x 1500 x 400

F-6

AST

ASL

B x L x T

6-D16

6-D16

1200 x 1200 x 400

F-7

AST

ASL

B x L x T

F-8

AST

ASL

B x L x T

F-9

AST

ASL

B x L x T

8-D22

8-D25

2000 x 1500 x 500

8-D22

12-D25

3500 x 2000 x 500

8-D22

8-D25

2000 x 1500 x 500

MARK

BEAM

> SUPPORT > SUPPORT

REMARK

REINFORCING BARSSIZE STIRRUP

EACH END

SPCGS FROM

TYPE

SIZE/

B D

2-D192-D19

2-D19

D13

900200

GRADE BEAM SCHEDULE

GB-6

2-D19

900200GB-7

D13

2-D19

900200GB-8

D13

2-D192-D19 D13

900200GB-4

2-D19

900200GB-5

D13

WALL FOOTING SCHEDULE

REMARK

ALLOWABLE SOIL BEARING PRESSURE

200 kPa

AST

ASL

B x T

D16 @250

4-D16

750 x 400

WF-1

AST

ASL

B x T

D16 @250

4-D16

750 x 400

WF-2

F-1

THRU

F-5

THRU-OUT

@ 300

THRU-OUT

@ 300

THRU-OUT

@ 300

THRU-OUT

@ 300

THRU-OUT

@ 300

2-D19

2-D19

2-D19

2-D19

GB-1

GB-9

GB-2

GB-10

GB-3

GB-11

(300kPa)

PRESSURE

ALLOWABLE SOIL BEARING

TYPE

FTG.

IS INSTALLED

AFTER STL COL

POUR CONC

w/ SEALANT

10 PEJ

IS INSTALLED

AFTER STL COL

POUR CONC

D13D13@300 OC

(TYP) (

F

P

3-D13

@300 OC

D13

TS-1

10 PEJ w/ SEALANT w/ SEALANT

10 PEJ

DOWELS

D13@ 800 OC

@400 0C (TYP)

BARS & HOR JT REINF

w/ D13@800 OC VERT

200 THK CMU WALL

10 PEJ w/ SEALANT

STL COL

CONC SLAB (SEE PLAN)

D13@300

EXT GRADE BEAM

100 mm THK AT ALL

FIBER-VOID FORM

INSULATION

50 THK PERIMETER

PEDESTAL

FFL

10 PEJ w/ SEALANT

BACK FILL

STRUCTURAL

COMPACTED

SCHEDULE

& REINF SEE

FOOTING SIZE

STL COL

CONC PEDESTAL

> COL/FOOTING

& D10 @200 OC

w/ 4-D13 BARS

CONC SILL

4002000 100

SCALE: 1:10

> SUPPORT > SUPPORT > SUPPORT

WHICHEVER GREATER

2-D16)

BAR (MIN

SUPPORT

STIRRUP

2-D16)

BAR (MIN

SUPPORT

STIRRUP

SCHEDULE

SHOWN IN

HOOK IF

BOT BAR

LAP 300 MIN

GIRDER

OR

COLUMN

ASL

AST

FFL

FFL

10 PEJ w/ SEALANT

BACK FILL

STRUCTURAL

COMPACTED

AST

ASL

STL COL

PEDESTAL

CONC

SCHEDULE

SEE

SIZE& REINF

FOOTING

FROM THE FACE OF SUPPORT

MAY BE TERMINATED AT 0.125 x CLEAR SPAN

MAX 50% OF BOTTOM BARS (ALTERNATELY)

INSULATION

50 THK PERIMETER

w/ SEALANT

10 PEJ

D13@ 800

WALL VERT REBARS

DOWEL TO MATCH

EW & EF

D13@300

SCHEDULE

& REINF SEE

FOOTING SIZE

BACK FILL

STRUCTURAL

COMPACTED

FOR REINF

SEE SCHEDULE

GRADE BEAM

@ 800 OC

D13x1200 LG DOWELS

L2

38 200 38 162

MIN 75 TO STIRRUP (TYP)

150 (TYP)

L1

B

0.25 L1

L

V A

R I

E S

M I

N

P

L I

C E

C L T

Y P

3001500300

C L T

Y P

B

0.33 L1 OR L2

600 170

C L

50 CL 0.33 L1 OR L2

0 1

H H

1 7

E

GRAPHIC SCALE

NOTE :

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

D E T A I L

SCALE = 1 : 10

D E T A I L D E T A I L

I N T S E C T I O N

NOT TO SCALE

E X T S E C T I O N

NOT TO SCALE

TYP THICKENED SLAB DETAIL3 4

NOT TO SCALE

YI, KS

STRUCTURAL

AND DETAILS

FOOTING, GRADE BEAM SCHEDULE

S-2222

214621

DORMITORY OF NEW FIRE STATION, K-16

MARK METRIC SERIES

SIZE TYPEANCHOR BOLTS

REMARKS

BASE PLATE

SC-1 W 12 x 65 4-020 x 600/ I

SC-2 W 12 x 65 4-020 x 600/ I

SC-3 W 12 x 65 4-020 x 600/ I

SC-4 W 12 x 65 4-020 x 600/ I

SC-5 W 12 x 40 H 294 x 200 x 8 x 15 4-020 x 600/ I

H 300 x 300 x 10 x 15

H 300 x 300 x 10 x 15

H 300 x 300 x 10 x 15

H 300 x 300 x 10 x 15

350 x 350 x 20

350 x 350 x 20

350 x 350 x 20

350 x 350 x 20

350 x 250 x 20

/SC-6 W 8 x 31 H 200 x 200 x 8 x 12

2-016 x 450/250 x 250 x 20SC-7 W 8 x 31 H 200 x 200 x 8 x 12

STEEL COLUMN AND BASE PLATE SCHEDULE

2-020 x 600/200 x 150 x 20

4-016 x 450/

AISC

SERIES

- H 194 x 150 x 6 x 9

SC-10

450 x 450 x 20 2-020 x 600/

SC-8

SC-9

4-020 x 600/350 x 350 x 20-

FR-3

FR-2

FR-1

- I

II

III

STD 8"0/

250 x 250 x 20 2-020 x 600 II

HSS 8x8x1/4 TS 200 x 200 x 6 200 x 400 x 16

IV

V

P - 1

P - 2

P - 3 / P - 4

P - 5

P - 6

P - 7

P - 8

P - 8A

P - 9

TYPE I

TYPE II

TYPE III

GROUT (TYP)

NON-SHRINK

25 THK

P - 10

REST @200 OC

3-D10@100 FROM TOP

8-D22 w/

D10 @300 OC

8-D22 w/

TYPE IV

D10 @300 OC

8-D22 w/

C - 1

TYPE V

0 3

350 350

5 4

10050

0216.3 x 8.2/

D10 @300 OC

8-D22 w/

4002000 100

SCALE: 1:10

GRAPHIC SCALE

B C F G C H

A HE D

A B

B C

D

D10 @300 OC

8-D22 w/

D10 @300 OC

8-D22 w/

D10 @300 OC

8-D22 w/

D10 @300 OC

8-D22 w/

D10 @300 OC

8-D22 w/

D10 @300 OC

8-D22 w/

D10 @300 OC

8-D22 w/

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

COLUMN SCHEDULE1 P E D E S T A L S C H E D U L E

SCALE = 1 : 10

YI, KS

STRUCTURAL

COLUMN AND BASE PLATE SCHEDULE

PEDESTAL, CONCRETE COLUMN, STEEL

S-2323

214621

DORMITORY OF NEW FIRE STATION, K-16

MARK AISC SERIES METRIC SERIES

STEEL BEAM SCHEDULE

REMARKSSHEAR CONNECTOR

2B-1 W 14 x 30

2B-2

2B-3

2B-4 W 16 x 57

2B-5

2B-6 H 200 x 200 x 8 x 12

2B-7 300 x 90 x 9 x 13

H 350 x 175 x 7 x 11

H 350 x 175 x 7 x 11W 14 x 30

H 300 x 150 x 6 x 9

H 400 x 200 x 8 x 13

2B-8 300 x 90 x 9 x 13

2G-1 W 16 x 57 H 400 x 200 x 8 x 13

2G-2 W 16 x 57 H 400 x 200 x 8 x 13

2G-3 W 16 x 57 H 400 x 200 x 8 x 13

2G-4 W 16 x 57 H 400 x 200 x 8 x 13

2G-5 H 300 x 150 x 6 x 9

SB-1

SB-2

SB-3 H 200 x 100 x 5.5 x 8

SB-4 W 16 x 57 H 400 x 200 x 8 x 13

SB-5 W 16 x 57 H 400 x 200 x 8 x 13

SB-6 W 16 x 57 H 400 x 200 x 8 x 13

SB-7 W 16 x 57 H 400 x 200 x 8 x 13

SB-8 H 582 x 300 x 12 x 17

FR-6 H 582 x 300 x 12 x 17

FR-5 -

FR-4 -

FR-7 -

SEE

SEE

SEE

019 x 125 LG @300 OC

- SEE

SEE

H 300 x 150 x 6 x 9

2G-6 W 16 x 57 H 400 x 200 x 8 x 13 /2-019 x 125 LG @300 OC

2B-9

SB-9

W 12 x 22

W 12 x 22

W 8 x 31

W 12 x 22

W 8 x 15

W 24 x 94

W 24 x 94

2B-9A

2-019 x 125 LG @300 OC

2-019 x 125 LG @300 OC

FR-3

FR-2

FR-1

W 8 x 18 H 194 x 150 x 6 x 9 -

W 8 x 31

W 14 x 53

H 200 x 200 x 8 x 12

H 340 x 250 x 9 x 14

250 x 90 x 9 x 13MC 10 x 25

MC 12 x 31

MC 12 x 31

019 x 125 LG @300 OC/

019 x 125 LG @300 OC/

019 x 125 LG @300 OC/

019 x 125 LG @300 OC/

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

YI, KS

STRUCTURAL

STEEL BEAM SCHEDULE

S-24

S-12

S-12

S-12

S-12

S-13

214621

DORMITORY OF NEW FIRE STATION, K-16