209625_STRUC-1.pdf

d w

B b d

L

D d b b d d w d H

S-201

S-301

S-501

EACHEA

DRAWINGDWG

BOTTOM OF STEEL

DITTO (SAME AS ABOVE)

COMPLETE PENETRATION, CAP PLATE

DIMENSION

DIAMETER

DETAIL

DIM

DET

CONCRETE

CAST IN PLACE

DEPRESSEDDEP

BOTH SIDES

BASEMENT

COLUMN

CENTIMETER

,CL>

COL

CM

BEAM

BOTH FACE

ANCHOR BOLT

BLK BLOCK

BASE PLATE, BEARING PLATE, BENT PLATE

CA COLUMN ABOVE

CB COLUMN BELOW

CONTROL JOINT, CONTRACTION JOINT

CMU CONCRETE MASONRY UNIT

CONST CONSTRUCTION

CONTINUOUS

CAPILLARY WATER BARRIER

/DIA ,0

DEAD LOAD

DWL DOWEL

DOWN

AB

BF

BM

BOS

BP

BS

BSMT

CIP

CJ

CP

CWB

DL

DO

DP

CONC

CONT

DN

DROP PANEL

EXPANSION JOINT

EACH WAY

EXTERIOREXT

EQUAL

EXPANSIONEXP

ELEVATION

EACH SIDE

ELEVATOR

ELECTRICALELECT

ENCLOSURE

EQUIP EQUIPMENT

EXISTING

EXPANSION JOINT

EL

EXST

EJ

ELEV

ENCL

EQ

ES

EXP JT

EW

EACH FACEEF

EGL EXISTING GRADE LEVEL

CENTER LINE, CL

ALTERNATEALT

DIAGONALDIAG

ANTI-TERRORISM/FORCE PROTECTIONAT/FP

S T R U C T U R A L A B B R E V I A T I O N S

MEZZANINE

MACHINE BOLT

LEVEL

INTERIOR

INSIDE DIAMETER

METER

MOMENT CONNECTION

LOW POINT

MAXIMUM

KNEE BRACING

HIGH STRENGTH BOLT

HORIZONTAL

HIGH POINT

HOR

GRADE, GROUND

FAR SIDE

MMAX

LEV

INT.

FOOT

FTG FOOTING

FXD FIXED

GROUND LEVEL, GRADE LINE

HEX HEXAGON

HOOKED

IN. INCH

JT. JOINT

KOREAN STANDARD

LBS

LONG

POUNDS (OR #)

LIVE LOAD

MECHANICAL

FT

GL

GR

HP

HSB

ID

KB

KS

LG

LP

LL

FS

HK

MB

MC

MECH

MEZZ

FULL PENETRATION

FINISHEDFIN

FFL FINISHED FLOOR (ARCH.FL.)

FDN FOUNDATION

FRAMING

FL

FR

FLOOR, FINISH LEVEL

FP

NOT TO SCALE

MILI-METERMM

MISCELLANEOUS

MPH MILE PER HOUR

NEAR SIDE

NFSM NON-FROST SUSCEPTIBLE MATERIAL

NIC NOT IN CONTRACT

NUMBER

OPPOSITE HANDOPP H

OPENING

ON CENTER

OUTSIDE DIMENSION

PED PEDESTAL

NS

NTS

MISC

NO

OPNG

OC

OD

NLB NON-LOAD BEARING

MINIMUMMIN

LLV LONG LEG VERTICAL

MCJ MASONRY CONTROL JOINT

MTS

PRECAST CONCRETE

PLATE

REVISION

REQUIRED

REV

REQ'D

PEJ PREMOLDED EXPANSION JOINT

PC

ROOFRF

STEEL

SECTION

SQUARE

STANDARD

UNLESS NOTED OTHERWISE

TOP OF STEEL

TOP OF WALL

TOP AND BOTTOM

TYPICAL

TOP OF CONCRETE

SYMMETRY

THICKNESS

STIFFENER

SHEAR CONNECTOR

SPACING

TYP

THK

SYM

STL

STIFF

STD

SFL STRUCTURAL FLOOR

SB STEEL BEAM

SIM SIMILAR

SLP SLOPED

SPEC(S) SPECIFICATION(S)

SRC STEEL AND REINFORCED CONCRETE

STRUCTURAL

TEMPERATURE

THRU THROUGH

UNIFORM

SC

SL

SPCG

TOC

TOS

TOW

T & B

SECT

SQ

STRUCT

SLAB

TEMP

UNIF

UNO

W/ WITH

WF WALL FOOTING

WB WALL BELOW

WORKING POINT, WATER-PROOF

W/O WITHOUT

AT THE PITCH OF@

WWF WELDED WIRE FABRIC

WP

VERTICALVERT

VB VAPOR BARRIER

SLV SHORT LEG VERTICAL

VER VERIFY

RADIUS, REACTION

PARTIAL PENETRATION

R

PSF POUND PER SQUARE FOOT

PSI POUND PER SQUARE INCH

REINFORCED CONCRETE

REINF REINFORCEMENT

PP

RC

VAR VARIES

STIRR STIRRUP

S T R U C T U R A L L E G E N D

A. GENERAL

C. STRUCTURAL STEEL

4. ALL STEEL SHALL BE SHOP COATED PER SSPC PAINT 25.

D. MECHANICAL EQUIPMENT SUPPORTING PAD

3. CONSTRUCTION JOINTS;

B. CONCRETE

OPENINGS AND WALL OPENINGS FOR DOORS, WINDOWS AND LOUVERS.

2. REFER TO ARCHITECTURAL / MECHANICAL DRAWINGS FOR THE EXACT LOCATIONS AND SIZES OF THE SLAB

CONCRETE PLACEMENT.

b. WALL CONSTRUCTION JOINTS SHALL BE LOCATED SO AS TO PROVIDE A 24 METERS MAXIMUM LENGTH OF

AND NO OTHER HORIZONTAL CONSTRUCTION JOINT SHALL BE PERMITTED.

c. CONSTRUCTION JOINTS SHOWN IN STRUCTURAL DRAWINGS SHALL BE INCORPORATED INTO CONSTRUCTION

OF THE STRUCTURE.

d. VERTICAL CONSTRUCTION JOINTS SHALL BE SO MADE AND LOCATED AS NOT TO IMPAIR THE STRENGTH

TO SUIT THE SELECTED EQUIPMENT.

THE ACTUAL SIZE AND LOCATION SHALL BE DETERMINED AFTER COORDINATING WITH MECHANICAL CONTRACTOR

1. THE CONCRETE PAD FOR MECHANICAL EQUIPMENT SHOWN IN PLAN ARE FOR INFORMATION PURPOSE ONLY.

RAMP AND OTHER SLAB-ON-GRADE IF SHOWN ON THE DRAWINGS.

JOINTS AND PEJ DETAILS SHOWN IN THE DRAWINGS ARE ONLY FOR NON-STRUCTURAL SLAB SUCH AS STOOP, NEITHER PEJ (PREMOLDED EXPANSION JOINTS) AT THE PERIMETER. THE TYPICAL DETAILS FOR CONTRACTION

2. STRUCTURAL SLAB INCLUDING STRUCTURAL SLAB-ON-GRADE SHALL NOT HAVE ANY CONTRACTION JOINTS AND

ATTENTION OF CONTRACTING OFFICER.

DIMENSIONS BETWEEN STRUCTURAL AND ARCHITECTURAL DRAWINGS OCCUR, THEY SHALL BE BROUGHT TO THE

1. ALL DIMENSIONS SHALL BE VERIFIED AGAINST ARCHITECTURAL DRAWINGS. IF ANY CONFLICTS OF

ATTENTION OF CONTRACTING OFFICER PRIOR TO POURING CONCRETE.

REQUIRED FOR DUCTS OR PIPES IN ACCORDANCE WITH MECHANICAL DRAWINGS SHALL BE BROUGHT TO

3. ADDITIONAL OPENINGS IN SLAB OR WALL WHICH ARE NOT SHOWN IN STRUCTURAL DRAWINGS, BUT ARE

STEEL ANCHORS REQ'D FOR ARCHITECTURAL WORK.

LOCATION OF NON-LOAD BEARING CMU WALLS, ALSO REFER TO ARCHITECTURAL DRAWINGS FOR EMBEDED

4. SEE ARCHITECTURAL DRAWINGS FOR THE EXACT LOCATION OF SLAB DEPRESSION, STAIR DIMENSION AND

ACI 301-05 IN ADDITION TO PROJECT SPECIFICATIONS.

1. ALL WORK FOR CONCRETE AND REINFORCING STEEL SHALL CONFORM TO ACI STANDARDS, ACI 318-05 AND

APPROVAL BY THE CONTRACTING OFFICER.

SHOWING CONSTRUCTION JOINT LOCATIONS ALONG WITH THE SEQUENCE OF POURS FOR REVIEW AND

a. PROVIDE CONSTRUCTION JOINTS IN ACCORDANCE WITH ACI-318 CHAPTER 6.4. SUBMIT SHOP DRAWINGS

OFFICER.

VERIFIED BY CONTRACTING OFFICER'S REPRESENTATIVE OR ENGINEER DESIGNATED BY THE CONTRACTING

4. CONTRACTOR SHALL NOT COMMENCE CONCRETE WORK UNTIL REINFORCING BAR PLACEMENTS ARE INSPECTED AND

ROOF, FLOOR OR WALL.

2. SEE MECHANICAL DRAWINGS FOR ADDITIONAL PIPES, RISERS, VENTS, AND DUCTS WHICH PENETRATE THE

TWO-SIDED WEB ANGLE OR SINGLE PLATE CONNECTIONS AS SHOWN ON THE TYPICAL DETAILS.

WELDED. ALL BEAM TO BEAM, BEAM TO COLUMN AND BEAM TO TRUSS TOP CHORD CONNECTIONS SHALL BE

3. SHOP AND FIELD CONNECTIONS NOT SPECIFICALLY DETAILED ON THE DRAWINGS SHALL BE BOLTED OR

TO DEVELOP THE FULL STRENGTH OF THE STUD. FILLET WELDING OF STUDS TO STEEL IS NOT ACCEPTABLE.

5. STUDS SHALL BE AUTOMATIC WELDED TO STEEL (PER NELSON STUD WELDING METHOD OR APPROVED EQUAL)

OF EQUIPMENT PAD.

DRAWINGS. A MINIMUM DISTANCE OF 100mm SHALL BE MAINTAINED FROM CENTER OF ANCHOR BOLT TO EDGE

2. ANCHOR BOLTS SHALL BE SIZED AND LOCATED AS REQUIRED BY THE EQUIPMENT MANUFACTURER'S SHOP

S T R U C T U R A L G E N E R A L N O T E S

(AMERICAN INSTITUTE OF STEEL CONSTRUCTION) 13TH EDITION.

1. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN CONFORMANCE WITH AISC

(KOREAN STANDARD)

(KS)

FROM ROLLED SHAPE

STRUCTURAL STEEL CUT

PLb x L x t t b t

LIGHT GAGE COLD-FORMED SECTIONS

LIGHT CHANNEL SECTION

LIGHT LIP CHANNEL SECTION

HSS D x t

C-d x b x t

C-d x b x c x t t t t c c

STEEL BEAM SPLICE

STEEL SIMPLE CONNECTION (PIN)

STEEL BEAM CONTINUOUS

SLOPE 1:2

STEEL MOMENT CONNECTION

fy = YIELD STRESS OF REINFORCING STEEL

Fy = YIELD STRESS OF STRUCTURAL STEEL

ANCHOR BOLT (IN PLAN)

WALL / COLUMN LEGEND :

CONCRETE WALL

200 mm THK LOAD BEARING CMU WALL

200 mm THK NON LOAD BEARING CMU WALL

USING FILLET SIZE OF a (mm)

FILLET WELD AT BOTH SIDES

TITLE

STRENGTH AT 28 DAYS

f'c = SPECIFIED CONCRETE COMPRESSIVE f'm = SPECIFIED MASONRY COMPRESSIVE STRENGTH tw tw tw tf t

LH x B x t

Wd x wt

WTd x wt

(L-H x B x t)

(PL-b x L x t)

(KS)

STANDARD SECTION

CHANNEL HOT ROLLED

(KS)

STANDARD SECTION

ANGLE

(KS)

STANDARD TUBE SECTION

AISC

(KS)

STEEL PLATE

(KS)

ROUND SECTION

D = OUTER DIAMETER

HSS d x b x t

SEE ELEVATION 1 ON DRAWING NO S-201

SEE SECTION 1 ON DRAWING NO S-301

SEE DETAIL 1 ON DRAWING NO S-501

AMPLITUDE OF 6mm (MINIMUM).

e. CONSTRUCTION JOINTS SHALL BE CLEAN AND FREE OF LAITANCE AND INTENTIONALLY ROUGHENED TO AN

(TS-d x b x t)

AMERICAN STANDARD

ROLLED BEAM SECTION

,PLPL

Dxx DEFORMED REINFORCING BAR w/ xx DIA IN MM a tf tf w f(H-d x w x t x t )

Cd x wt w f( -d x w x t x t ) w f(CT-d x w x t x t )

(O-D x t)

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

209625

S-1

AND GENERAL NOTES

STRUCTURAL ABBREVIATIONS, LEGEND

NEW FIRE STATION, K-16

CONSTRUCT BUILDING FOR BAYS OF

FY19

ZONE

ZONE

m a' = 1.8

CONCRETE :

REINFORCING STEEL :

LOADS :

MASONRY WORK :

SEISMIC USE GROUP

SEISMIC MCE S 1

SEISMIC DESIGN CATEGORY

SITE CLASSIFICATION

B. SNOW (AT GROUND) 1.0 kPa

27 MPa

BASIC WIND SPEED 168 KPH, EXPOSURE "C"

CLASS D

S = 0.17g, S = 0.07g

C

STRUCTURAL SHAPES AND PLATES :

BOLTS :

SHALL CONFORM TO ASTM A325, DIA 20 mm UNLESS NOTED

OTHERWISE. BOLTS FOR SECONDARY CONNECTIONS SUCH AS FOR

PURLINS MAY BE ASTM A 307.

A. COMPRESSIVE STRENGTH AT 28 DAYS

SHALL BE HEADED TYPE AND CONFORM TO ASTM A 307.

ALL WELDING WORKS SHALL BE DONE IN COMFORMANCE WITH

AWS D1.1 CODE AND AWS D1.3 CODE. WELDING ELECTRODES

SHALL BE E70xx SERIES (LOW HYDROGEN).

WELD :

ANCHOR BOLTS :

I

II

III

IV

V

VI

VII

VIII

IX

C. WIND LOAD (PER UFC 1-200-01) :

D. SEISMIC LOAD (PER UFC 3-310-04) :

SHALL CONFORM TO ASTM A615, GRADE 60, OR KS D3504 SD40 WITH

MINIMUM fy = 390 MPa, UNLESS NOTED OTHERWISE.

A. ALL MASONRY UNITS SHALL CONFORM TO ASTM C90 WITH A

MINIMUM PRISM STRENGTH, f'm = 10.3 MPa

B. ALL MORTAR SHALL BE TYPE "M"

C. ALL GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH,

f'c = 13.8 MPa

1.0 kPa

3.0 kPa

5.0 kPa

7.5 kPa

ROOF

12.5 kPa

6.0 kPa

OFFICE AND TOILET

STORAGE

KITCHEN 7.5 kPa

2.0 kPa

STAIRS & CORRIDORS

DORM

FLOOR (FIRE TRUCK)

A. LIVE LOAD :

X HIGH WIND SUCTION ON ROOF FOR METAL DECKS :

S T R U C T U R A L D E S I G N C R I T E R I A

WIND UPLIFT PRESSURE

(KPa)

WIND UPLIFT PRESSURE

(KPa)

ROOF PLAN

IIIE

-1.25

-1.76

-2.79

-3.04 (OVERHANG)

-3.43 (OVERHANG)

-1.73

-2.24

-3.26

STRUCTURAL SHAPE AND PLATE ASTM A36, Fy=250MPa

STRUCTURAL PIPES ASTM A53 GRADE B, Fy=240MPa

STRUCTURAL TUBING ASTM A500 GRADE B, Fy=320MPa

CODE : UNIFIED FACILITY CRITERIA, UFC 1-200-01 (27 NOV, 2007)

a a a a a a

2 a m a = 1.5

'3

'3

'3

'3

'2

'2

'2

1'

'2

'2

1'

'2

'3

'2

'3

'3

'2

'3 a a a a a' a'

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

S T R U C T U R A L G E N E R A L N O T E S

E. TEMPORARY BRACING AND SHORING

F. FOUNDATION NOTE

G. FORMWORK FOR CONCRETE FINISH SURFACE

CLASS D : ROUGH SURFACE

CLASS C : CONCEALED SURFACE

CLASS B : EXPOSED BUT NOT TO PUBLIC VIEW

CLASS A : EXPOSED TO PUBLIC VIEW

SANDBLAST OR OTHER REQUIREMENTS

ARCH CONC FINISH : SEE ARCH DWGS FOR TEXTURES WITH LINERS,

200 kPa (CONTINUOUS FOOTING)

1. ALLOWABLE SOIL BEARING PRESSURE - - - - - 300 kPa (SPREAD FOOTING)

2. FROST PENETRATION - - - - - - - - - - - - 1220mm

MAINTAINED UNTIL ERECTION OF THE ENTIRE STRUCTURE IS COMPLETED.

STRUCTURAL MEMBERS FOR SAFETY. STABILITY OF STRUCTURE SHALL BE

1. PROVIDE TEMPORARY BRACING AND SHORING DURING ERECTION OF

RE-INSPECTED.

CONTRACTOR IS RESPONSIBLE FOR CORRECTING THE DISTURBED SOIL AND SHALL BE

IF INSPECTED EXCAVATION IS DISTRUBED,

OFFICEDR'S REPRESENTATIVE PRIOR TO PLACEMENT OF REINFORCING BARS.

3. THE FOOTING EXCAVATION AND BACKFILL SHALL BE INSPECTED BY THE CONTACTING

YI, KS

STRUCTURAL

209625

STRUCTURAL DESIGN CRITERIA

S-2242

SCHEDULE #2 (CONSTRUCT/ALTERATION)

SCOPE OF WORK

NOTE:

PRIOR TO THE START OF WORK INCLUDING PERFORMANCE METHOD AND SCHEDULE

1. CONTRACTOR SHALL SUBMIT DETAIL SHOP DRAWINGS TO COR AND GET APPROVAL

MECHANICAL ROOM

NEW FIRE STATION, K-16

CONSTRUCT BUILDING FOR BAYS OF

FY19

3. DISPOSE REMOVED ALL CONSTRUCTION DEBRIS TO OUTSIDE OF COMPOUND

WORKS AS SHOWN ON THE DRAWINGS

2. INSTALL NEW FIRST FLOOR, WALL, AND RAMP INCLUDING ALL NECESSARY

AND CANOPY INCLUDING ALL NECESSARY WORKS AS SHOWN ON THE DRAWINGS

1. INSTALL NEW FOUNDATION, COLUMN, BEAM, PURLIN, GIRT, BRACING,

MCJ

MCJ

50 DEP

LEGEND :

NOTES :

UP

UP

R A

M P

D N

R A

C J

C J

CJ CJ

GB-9

G B

G

B

G

B

W F

W F

WF-1

WF-2

GB-1 GB-2 GB-3

G B

G

B

W F

TS-1

WF-1WF-1

W F

SC-2

P-2

F-2

SC-3

P-3

F-3

SC-4

P-4

F-4

SC-5

P-5

F-1

SC-6

P-8

F-5

SC-1

P-1

F-1

SC-1

P-1

F-1

SC-6

P-8A

F-5

SC-5

P-6

F-1

FR-2

P-2

F-7

FR-1

P-1

F-8

FR-1

P-1

F-8

FR-1

P-1

F-8

FR-1

P-1

F-8

FR-3

P-2

F-8

SC-7

P-9

F-9

FR-3

P-2

F-8

TRENCH

GB-9 GB-10 GB-11

GB-10 GB-11

W F

W F

WF-1

S L

O

E

S L

O

E

SC-10

SC-10

C-1

P-7

SC-10

SC-10

SC-9

P-10

F-6

SC-8 SC-8 SC-8 SC-8

FR-2

P-2

F-7

WF-1

WF-1

C J

C J

C J

C J

WF-1

CJ CJ

C J

C J

C J

C J

C J

C J

CJCJ

CJ

CJ

C J

C J

C J

C J

C J

C J

MCJ

MCJ

MCJ

MCJ

MCJ

SLOPE

2-D13x1200 LG

@ TOP

C J

TYP

(TYP)

TYP OF 4

PLACES (SEE

ARCH DWG FOR

SLOPE DETAIL)

CONC

RAMP

130 THK SLAB w/

150x150- W6.0xW6.0 WWF

ON VB & 150 THK CWB

(TYP)

200 THK SLAB w/

150x150- W6.0xW6.0 WWF

ON VB & 150 THK CWB

150 THK SLAB

w/ 150x150-

W6.0xW6.0

WWF ON VB

& 150 THK

CWB (TYP)

C J

C J

SC-10

2-D16x1200LG

@ TOP

(TYP)

CONC STOOP

SEE

CONC STOOP

SEE

CONC RAMP

SEE

CONC RAMP

SEE

200 1200 300

5360 2750 350 1750

500 500

23460

1200 300 4400 3360 4300

3250 1990 2680 2680 3100 1750 4900 2360 5300

200 7400 200 2400

1000 3000 1800 5900

200 600

5240350

13700

500500

1800 800

C J

C J

CJ

SC-7

P-9

F-9

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

C J

C J

C J

C J

C J

C J

C J

C J

C J

C J

C J

C J

CJ

C J

C J

R A

C J

C J

R A

NC

J

R A

C J

C J

R A

C J

4400 1540

4900 1190 350

37160

4400 3360 4300

4900 2360 5300

500500 500

4400 1540

4900 1190 350

H I J

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

SCALE: 1:80

1000 2000 4000

GRAPHIC SCALE

FRAMING PLAN

FOUNDATION AND FIRST FLOOR

209625

H I JI9

I9

SCALE = 1 : 80

FOUNDATION AND FIRST FLOOR FRAMING PLAN

S-3243

1. SEE S-22 FOR FOOTING AND

GRADE BEAM SCHEDULE

2. SEE S-22 FOR TS-1 DETAIL

3. SEE S-23 FOR STEEL COLUMN BASE

PLATE AND PEDESTALS.

S-16

S-16

S-16

S-16

4A

S-9

S-22

S-22

S-22

S-16

FR-1

P-1

F-8

FR-1

P-1

F-8

FR-1

P-1

F-8

FR-1

P-1

F-8

A B C D E E1 F G

A A7 B B6 C E E1 F G

OUT OF CONTRACT

NEW FIRE STATION, K-16

TS200x100x6

TS200x100x6

R=20 kN

R=20 kN

R=20 kN

R=20 kN

SEE

CANOPY FRAME

DN DN

OPEN

SC-2 2G-1 2G-1 2G-2

SC-3

2G-6

B

B

B

B

B

B

B

SC-4

2G-12G-1

SC-1 SC-1

SC-5 SC-5

SC-7

SC-7

2B-3

2G-5

F R

B

F R

B

B

B

B

B

B

G

2B-6

G

SEE DET

LEDGER

SC-10

SC-10

SEE

BRACING

VERT

`-50x50x6

C-1

FR-2

FR-2

SC-10

SC-10

FR-3

FR-3

FR-1

FR-1FR-1

FR-1

2G-5 2G-5 2G-5 2G-5

2G-6

(BELOW)

SC-6

(BELOW)

SC-6

SEE

BRACING

VERT

MCJ

MCJ

B

SIM

`-50x50x6

SD-1

B

B

SC-10

2B-5

2B-9A

TYP

& 150x150-W6.0xW6.0 WWF

50 COMPOSITE STEEL DECK (SD-1)

T=150 CONC SLAB w/

C200x75x25x5

PURLIN

@1000 MAX

C-200x75x25x5

PURLINS

C-200x75x25x5

C200x75x25x5

PURLIN

SD-1SD-1

@500 MAX

C-200x75x25x5

PURLINS

C-200x75x25x5

SC-7

5240 5360 2750 350 1750 4900 2360 5300 1190 350

9631850 1540 1787 1787 1787

1500 170

3250 1990 2680 2680 3100

1750 4900 2360 5300 1190

23460

1500 170

36960

17871850

13700

L x x x

C O

N T

L x x x

C O

N T

L x x x

C O

N T

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: 1:80

1000 2000 4000

GRAPHIC SCALE

SEE

BRACING

VERT

FR-1FR-1

FR-1FR-1

SEE

BRACING

VERT

2360 4900

2360 4900

NOTES :

SECOND FLOOR FRAMING PLAN

YI, KS

STRUCTURAL

209625

SECOND FLOOR FRAMING PLAN

A A7 B B6 C

E E1 F G H I J

A B C D E E1

G H JI I9F

I9

SCALE = 1 : 80

S-4244

CONNECTION.

FOR EMBED PLATE

BEAM REACTIONS. SEE DETAIL

3. R= kN, REFERS TO STEEL

2. SEE FOR STEEL DECK

SCHEDULE

1. SEE S-24 FOR STEEL BEAM

S-19

S-18

1 1

6 3

S-8 S-12 S-9

S-19

S-19

S-12

S-21

S-18

S-18

S-6 S-6

S-6S-6

EXT STAIR

INT STAIR

S-15

S-14

OUT OF CONTRACT

NEW FIRE STATION, K-16

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: 1:80

1000 2000 4000

GRAPHIC SCALE

YI, KS

STRUCTURAL

209625

R=20 kN

R=20 kN

T

T

F R

F R

F R

MID SPAN

SAG ROD AT

BRACING

VERT

BRACING

VERT

F R

S

B

SB-3

SB-6 SB-6 SB-7

SB-6SB-6 SB-3

S B

S B

SB-3 SB-3

SB-4

FR-4

S B

SB-2 SB-3

SB-5

F R

FR-4

SB-4

SB-3 SB-3

S B

S B

S B

SB-5

R I

D G

E

SB-9 SB-9

TYP

SEE

PURLINS,

BLOCKING AT

MID SPAN

SAG ROD AT

`s-150x150x10

HOR BRACING

`s-150x150x10

HOR BRACING

@ 500 MAX (TYP)

C-200x75x25x5

PURLINS

@ 1000 MAX (TYP)

C-200x75x25x5

PURLINS

SB-3

SB-3SB-3

C-200x75x25x5

`s-50x50x6

@500 MAX (TYP)

C-200x75x25x5

PURLINS

4@500 MAX (TYP)

C-200x75x25x5

PURLINS

C-200x75x25x5

PURLINS

@1000 MAX (TYP)

C-200x75x25x5

PURLINS

SEE

CANOPY FRAME

5240 5360 2750 350 1750 4900 2360 5300

5360 3100

1750 4900 2360 5300

2250 2650 26502650

2250 2650 2650

3503 2087

37160

1750350

T Y

P

CONT L200x70x7x10

FR-4

SB-4

SB-3 SB-3

S B

S B

S B

T Y

P

FR-4

SB-4

SB-3 SB-3

S B

S B

S B

T Y

P

BRACING

VERT

SB-5

S B

S B

SB-3 SB-3

SB-4

FR-4

S B

S B

S B

SB-3 SB-3

SB-4

FR-4

S B

SB-3SB-2 SB-2

SB-2 SB-2

SB-2

SB-3

SB-3

F R

F R

F R

F R

F R

13350

2360 4900

22502650

2360 4900

2650 2250

1190 350

6A

HOR BRACING

@500 (TYP)

C-200x75x25x5

PURLINS

MATCH PURLIN SIZE

BLOCKING TO

TYP

3 PL w/ 2-013 BOLTS

1.6 THK LIGHT GAGE

PURLIN

NOTES :

CONNECTION.

FOR EMBED PLATE

BEAM REACTIONS. SEE DETAIL

3. R= kN, REFERS TO STEEL

2. SEE S-401 FOR TRUSS AND FRAME ELEVATIONS

1. SEE S-603 FOR STEEL BEAM SCHEDULE

ROOF FRAMING PLAN

A A7 B B6 C

E E1 F G H I JI9

A B C D E E1 F G

H JI I9

SCALE = 1 : 80

S-5245

ROOF FRAMING PLAN

S-18

S-20

S-5 S-21

S-10

S-21 S-21S-21

S-21

S-21

S-20

S-21

S-21

S-21

S-20

S-21

S-21

S-12

BLOCKING AT PURLINS

SCALE = NONE

SB-5

OUT OF CONTRACT

NEW FIRE STATION, K-16

UP

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: 1:80

1000 2000 4000

GRAPHIC SCALE

YI, KS

STRUCTURAL

209625

SECOND FLOOR

TOP OF STEEL

FIRST FLOOR

TOP OF STEEL

w/ 2-016 BOLTS x9x150 LG

CLIP `150x100 w/ 2-016 BOLTS x9x150 LG

CLIP `150x100

H-150x150x7x10 H-150x150x7x10

SC-10 SC-10

TS-200x100x6

(LLV)

2`s-150x90x9

BRACING

FLOOR

FIRST

H-150x150x7x10

H-150x150x7x10

TOP OF STEEL

SC-7 SC-7

FR-3

(TYP)

O16 SAGROD

MCJ MCJ MCJ

FLOOR

FIRST

90 30

G

(TYP)

L200x80x7.5x11

(TYP)

@1200 MAX

L200x80x7.5x11

(TYP)

@1200 MAX

L200x80x7.5x11

BUILDING ELEVATION

BUILDING ELEVATION

KEY PLAN

BUILDING ELEVATIONS-1

SCALE = 1 : 80

SCALE = 1 : 80

S-6246

H I I9 J

9 7 4 1

S-10

S-21

S-21

S-6

S-6

S-21

DETAIL

SCALE = 1:8

SCALE = 1:8

SECTION

A B C E E1 F G

S-6

S-6

OUT OF CONTRACT

NEW FIRE STATION, K-16

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

209625

BUILDING ELEVATIONS-2

LG AB

w/ 4-016X200

BP200x400x16

LG AB

w/ 4-016X200

BP200x400x16

H-150x150x7x10

(TYP)

L200x80x7.5x11

H-150x150x7x10

SC-10

OC (TYP)

016 SAG RODS/

TOP OF STEEL

SECOND FLOOR

FLOOR

FIRST

(TYP)

@1200 MAX

L200x80x7.5x11

2G-3

2ND FLR

PL 10

TS200x100x6

PL 10

TS200x100x6

SC-10

SC-10

SHRINK GROUT

25 NON

SC-10

x10x150 LG

`150x150

CONC WALL

GRADE BEAM/

CONC WALL

GRADE BEAM/

S-201

A

FIRST FLOOR

TOP OF STEEL

SC-10

H-150x150x7x10

STEEL

TOP OF

STEEL

TOP OF

FLOOR

FIRST

STEEL

TOP OF

FLOOR

SECOND

FLOOR

FIRST

(TYP)

@1200 MAX

L200x80x7.5x11

SC-10

O16 SAG RODS

TS-200x100x6

SIM

KEY PLAN

BUILDING ELEVATION

BUILDING ELEVATION

SCALE: 1:80

1000 2000 4000

GRAPHIC SCALE

SCALE = 1 : 80

SCALE = 1 : 80

S-7247

HII9J ABCEE1FG D

S-10

S-20

S-7

S-7

S-7

62 3 8

SCALE = 1:10

SECTION

SCALE = 1:10

SECTION

SCALE = 1:10

DETAIL

SCALE = 1:10

SECTION

4A

SCALE = 1:10

SECTION

S-7

S-7

OUT OF CONTRACT

OUT OF CONTRACT

NEW FIRE STATION, K-16

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

FIRST FLOOR

SECOND FLOOR

TOP OF STL

FIRST FLOOR

TOP OF STL

TOP OF STL

FIRST FLOOR

TOP OF STL

SECOND FLOOR

FIRST FLOOR

TOP OF STL (BEYOND)

TS-1

EW & EF

D13@300

@400 0C (TYP)

BARS & HOR JT REINF

w/ D13@800 OC VERT

200 THK CMU WALL

2B-9A

2G-5

BENT PL 6

@1200

PL300x150x6

@ 1200

`80x80x6x300 LG

STEEL

TOP OF

FLOOR

SECOND

FLOOR

FIRST

STEEL COL.

w/ 2-O16 BOLTS

150x100x9x150 LG

CLIP L

FIRST FLOOR

TOP OF STL

TOP OF STL

TS-1

3 SIDES

SIM

GIRT

C L

KEY PLAN

SCALE: 1:50

500 1000 2000 8004000 200

SCALE: 1:20

4002000 100

SCALE: 1:10

GRAPHIC SCALE

SCALE = 1 : 50

BUILDING SECTION

SCALE = 1 : 50

BUILDING SECTION

BUILDING SECTION1

SCALE = 1 : 50

YI, KS

STRUCTURAL

S-824

BUILDING SECTIONS-1

S-8 S-8

S-8

S-8

S-20

S-12

3 268 8 6

S-8

S-21

S-10

S-12

258 6

SCALE = 1 : 10

DETAIL

SCALE = 1 : 10

DETAIL

209625

NEW FIRE STATION, K-16

CONSTRUCT BUILDING FOR BAYS OF

OUT OF CONTRACT