4e_MLWR17-1012,_Combined_Drawings_for_STRU.pdf

DESIGN DATA

WALL

STIRRUP OR TIE

PRECAST CONCRETE COVER, REFER TO ACI-318 CHAPTER 7.

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

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

1. PROTECTIVE COVER SHOWN IS MINIMUM PERMITTED

75 CLR.

CONCRETE CAST

AGAINST EARTH

BEYOND

CONCRETE EXPOSED TO

EARTH OR WEATHER

NOTE

EXTERIOR

C

L R

MAIN OR TEMPERATURE

EARTH/CONC

BAR (TYP)

STIRRUP OR

TIE

EARTH

FACE

SURFACE

TEMPERATURE

BAR (TYP)

STIRRUP OR

MAIN OR

FORMED CONC

40 CLR

TIE

MAIN OR

BAR (TYP)

TEMPERATURE

BEAM

BARSMAIN BAR

40 CLR

CONCRETE NOT EXPOSED TO

EARTH OR WEATHER

COLUMN

STIRRUP

20 CLR 20 CLR

40 CLR.

BEAM

MAIN

40 CLR

SLAB

AND SHALL BE MODIFIED TO SUIT THE SELECTED EQUIPMENT.

CLEAN AND ROUGH JOINT SHALL REFER TO A CONCRETE TO CONCRETE CONTACT

SURFACE WHICH IS CLEAN AND FREE OF LAITANCE AND INTENTIONALLY ROUGHENED

1. DIMENSIONS, LOCATIONS, AND SIZES OF EQUIPMENT SUPPORTS, PADS, AND ROOF

OR WALL OPENINGS SHOWN ON THESE DRAWINGS ARE FOR INFORMATION ONLY

2. ANCHOR BOLTS SHALL BE SIZED AND LOCATED AS REQUIRED BY THE EQUIPMENT

A MINIMUM DISTANCE OF 150mm SHALL BE MAINTAINED FROM CENTER OF ANCHOR

3. SEE MECHANICAL DRAWINGS FOR ADDITIONAL PIPES, RISERS, VENTS, AND DUCTS

4. CONCRETE PLACED OVER PIPING SHALL BE POURED ONLY AFTER THE PIPING HAS

TO AN AMPLITUDE OF 6mm (MINIMUM). JOINT SHALL BE CLEANED WITH WATER BLAST

MANUFACTURER'S SHOP DRAWINGS.

BOLT TO EDGE OF EQUIPMENT PAD.

WHICH PENETRATE THE ROOF, FLOOR OR WALL.

BEEN INSPECTED, TESTED AND APPROVED.

B. MECHANICAL EQUIPMENT

GENERAL NOTES

A. CONCRETE CLEAN AND ROUGH JOINT(CRJ)

CHIPPING HAMMER, OR OTHER SUITABLE MEANS.

(mm)

APPROX

HOOKS

(mm)

A OR G

STANDARD STIRRUPS OR TIES

1 D=4d FOR HD13 THRU HD16 BARS

1 D = 6d FOR HD13 THRU HD25 BARS

D = 8d FOR HD29 AND HD32 BARS

MAIN BARS

HD19

HD22

HD16

HD13

HD29

HD32

HD25

A

B

(mm)

HD16

HD10

HD13

BAR SIZE

D

D=6d FOR HD19 AND HD22 BARS

SEISMIC STIRRUPS OR TIES

1 D=4d FOR HD13 THRU HD16 BARS

2 FOR 90° HOOK SEE A

APPROX.

A OR G

(mm)

(mm)

H

C

HD10

HD16

HD19

HD13

HD22 135

40 80

BEAM

A

O

R

G

(mm)

DIMENSION

65mm min.

SIZE

HD10

D

DETAILING

4d or

J

A OR G

(mm)

BAR

D

180°HOOK

180° HOOKS

(mm)

J

A OR G

d

BEAM

D E

T A

I L

I N

G

D A

O

R

G d

90°HOOK

A OR G

(mm)

HOOKS

90° d

L c

DIMENSION

DETAILING

D E

T A

I L

I N

G

D I M

E N

S I O

N d

90° HOOK

D

L

90°

D c

A OR G

6d

135 HOOK

H

D d

H d

D I M

E N

S I O

N

135 HOOK

135° HOOKS

D

D

D E

T A

I L

I N

G

D I M

E N

S I O

N

BAR

SIZE

(mm)

D d

A

O

R

G

135° HOOKS

H(mm)

A OR G

M I N

SLEEVE

M I N

SLEEVE

BEAM

MIN

MIN

SECTION "A-A"

SLEEVE

"A"

GRADE BEAM

FOOTING OR

STEM WALL

"A"

PARALLEL PIPE PERPENDICULAR PIPE

M I N

MIN

BELOW THIS PLANE

EMBEDMENT PERMITTED

NO PIPE OR CONDUIT

FOOTING OR GRADE

NOT TO SCALE

STANDARD HOOK FOR MAIN BARS, STIRRUPS & TIES

NOT TO SCALE

WALL INTERSECTIONS

NOT TO SCALE

CONCRETE PROTECTION FOR REINF BARS

NOT TO SCALE

PIPE OR CONDUIT AT FOUNDATION

NOTE : SEE PLUMBING DRAWINGS

FOR SLEEVE DETAIL

FOR

BAR CLEAR COVER

TEE INTERSECTION

FOR

CORNER

STANDARD HOOKS

STANDARD HOOK

MAIN BAR

ADDED VERT BARS

WALL HORIZ BARS

WALL VERT BARS

SEE

SEE

SF001

SF001

STANDING SEAM METAL ROOFING

SSMR

RIM JOIST

RJ

EAVE STRUT

ES

BOPC

BOTTOM OF PILE CAP

CONC

CONCRETE

CONSTRUCTION JOINT

CNJ

CONTINUOUS OR CONTINUE

CONN

CWB

CAPILLARY WATER BARRIER

HIGH STRENGTH BOLT

IJ

ISOLATION JOINT

DET

DETAIL

DIAMETER

DIA

DIM

DIMENSION

DN

DOWN

DWG

DRAWING

DWGS

DRAWINGS

EACH FACE

EF

EACH

EA

EL

ELEVATION

EQUIP

EQUIPMENT

EW

EACH WAY

EJ

EXPANSION JOINT

EXP JT

EXPANSION JOINT

EXST

EXISTING

FL

FLOOR

FNSH

FINISH

FOOT

FT

HGT

HEIGHT

GRADE BEAM

GB

GALVANIZED

GALV

HORIZ

HORIZONTAL

HSB

JOINT

JT

ELEC

ELECTRICAL

EQ

EQUAL

INDICATOR PILE

IP

WWF

VARIABLE

VAR

WITH

W/

VERT

VERTICAL

TRANSVERSAL

TRANS

TYP

TYPICAL

THICKENED SLAB

TS

TOC

TOP OF CONCRETE

THROUGH

THRU

TOP BAR

T BAR

THK

THICKNESS

BOTTOM BAR

B BAR

BOTTOM MOST BAR

BM BAR

STRUCTURAL

STRL

STL

STEEL

STD

STANDARD

SQ

SQUARE

SPEC(S)

SPECIFICATION(S)

SIMILAR

SIM

SCHEDULE

SCHED

STRUC

STRUCTURAL

RO

ROUGH OPENING

ROOM

RM

RFG

ROOFING

REQUIRED

REQD

REPL

REPLACE OR REPLACEMENT

REINFORCED OR REINFORCEMENT

REINF

RC

REINFORCED CONCRETE

RADIUS

RAD

PROJECT

PROJ

PANEL

PNL

PC

PILE CAP

PEDESTAL

PED

PEJ

PRE-MOLDED EXPANSION JOINT

OPPOSITE

OPP

OPNG

OPENING

ON CENTER

OC

NTS

NOT TO SCALE

LONGITUDINAL

LONGIT

NUMBER

NO

NOT IN CONTRACT

NIC

NON FROST SUSCEPTIBLE MATERIAL

NFSM

NA

NOT APPLICABLE

MISCELLANEOUS

MISC

MIN

MINIMUM

MANUFACTURE

MFR

MEZZANINE

MEZZ

MACHINE BOLT

MB

METAL

MET

MECH

MECHANICAL

MIDDLE

MID

MAX

MAXIMUM

MATERIAL

MATL

MAINT

MAINTENANCE

LG

LENGTH

COLUMN

COL

CONCRETE MASONRY UNIT

CMU

CLEARANCE

CLR

CRACK CONTROL JOINT

CLJ

CJ

CONTROL JOINT

CENTER LINE

CL

BOT

BOTTOM

BEAM

BM

BKS

BARRACKS

BLDG

BUILDING

ARCHITECTURAL

ARCH

ANCHOR BOLT

AB

WELDED WIRE FABRIC

AUTOMATIC WELDING STUD

AWS

ABBREVIATIONS

QTY

QUANTITY

SF001

SF001

S E

T I D

1398_CONTRACT (100%)

10 APR '18

MLWR 17-1012

F Y

O

M A

F

M

L W

R

P

A C

K A

G E

C O

N S

T R

U C

T

N

O R

T H

A

R M

D

E A

M

E

W

S

H A

C K

K U

N S

N

I

B

S

E

K

O R

E A

SF001

NONE

G E

N E

R A

L

N

O T

E S

D

E S

I G

N

D

A T

Y P

I C

L

D

T

A I L

S

K.H.JEONG

2 3

A

B

FOUNDATION PLAN

SCALE: 1/50

SLOPE

N

A

B

ROOF FRAMING PLAN

SCALE: 1/50

ROOF SLOPE

SC1

SC1

SC1

SC1

SC1

SC1

SC1

SC1

SC1SC2

SC2

SC2

600 600

SRG1

SRG1

SRG1

SRG1

SRG1

SRG1

SRG1

SRG1

SRG1

SRG1

S R

G

S R

G

S R

G

S R

G

S R

G

S R

G

S R

G

S R

G

S R

G

S R

G

F_GB1F_GB1

F

G B

F

G B

F

G B

COLUMN SCHEDULE

SC1 : H-150X150X7/10

SC2 : DIA139.8X6.0t

ROOF STEEL BEAM SCHEDULE

SRG1 : H-150X150X7/10

200THK SLAB

FOOTING SCHEDULE

F_GB1 : FOOTING GRADE BEAM 600X700

W/ 400 THK OVER-EXCAVATION

AND STRUCTURAL BACKFILL

15 PER 100

ROOF SLOPE

15 PER 100

STANDING SEAM

METAL ROOF

STANDING SEAM METAL ROOFING(SSMR)

BASIS OF DESIGN FOR ENGINEERING PROPERTIES

CONFORMING TO SPECIFICATION SECTION

STRUCTURAL STANDING SEAM METAL ROOFING

07 61 13. 00 10 (WITH CEMP-T CERTIFICATION)

IS MBCI SUPERLOK 12, 22GA.

CONC STOOP

SF501

SEE

SC1

CONC STOOP

NEW WORK

INSTALL NEW NORTH ARM/DEARM CREW SHACK WITH FOUNDATION

1 1

AND LIGHT GAUGE STEEL FRAME SYSTEM

LEGEND

MOMENT CONNECTION

175 150

2 31

P : LC-150x75x25x4 ROOF PURLIN

11 E.Q. SPACE PURLIN

SLOPE

200THK SLAB

200THK SLAB

200THK SLAB

2%

2%

1 1

SRG1

SRG1

SRG1

SRG1

SRG1

SEE FOR DET.

SEE FOR DET.

SF101

1/50

F O

U N

D A

T I O

N

R

O O

F

F

R A

M I N

G

P

L A

N S

K.H.JEONG

S E

T I D

1398_CONTRACT (100%)

10 APR '18

MLWR 17-1012

F Y

O

M A

F

M

L W

R

P

A C

K A

C O

N S

T R

U C

T

N

O R

M

D

E A

E

W

S

H A

C K

K U

N S

S

E

K

O R

E A

2000mm10005000

SCALE: 1:50

3000 150

HD10 @300 O.C.

SLOPE 2%

STIRRUPS

HD10 @300 O.C.

STIRRUPS

4-HD16 TOP & BOT.

HD10 @300 O.C.

STIRRUPS

HD13 @300 O.C.

E.W.

COMPACTED STRUCTURAL

BACKFILL

600600 2250 3750 600

F_GB1 F_GB1 F_GB1

SC2 : DIA139.8X6.0t

SC1 : H-150X150X7/10

SRG1 : H-150X150X7/10

SRG1 : H-150X150X7/10

1 2 3

800600

2975 4500300 450

HD10 @300 O.C.

STIRRUPS

HD13 @300 O.C.

1700 600

F_GB1

SC1 : H-150X150X7/10

3000600

F_GB1

SC1 : H-150X150X7/10

3050 1650

HD10 @300 O.C.

STIRRUPS

SC1 : H-150X150X7/10 SC1 : H-150X150X7/10SC1 : H-150X150X7/10

B A

1700 3050 2100

11200

COMPACTED STRUCTURAL

BACKFILL

SLOPE AREA

450450

600 600 850 600 600 1050850 1050

200THK CONC SLAB

OVER VAPOR BARRIERHD13 @300 O.C.

E.W.

200THK CONC SLAB

OVER VAPOR BARRIER

SCALE:

WALL SECTION-1

1/30

SF101

SCALE:

WALL SECTION-2

1/30

SF101

SRG1 : H-150X150X7/10 SRG1 : H-150X150X7/10

4-HD16 TOP & BOT. 4-HD16 TOP & BOT.

4-HD16 TOP & BOT. 4-HD16 TOP & BOT.

SC1 : H-150X150X7/10

S E

T I D

1398_CONTRACT (100%)

10 APR '18

MLWR 17-1012

F Y

O

M A

F

M

L W

R

P

A C

K A

C O

N S

T R

U C

T

N

O R

M

D

E A

E

W

S

H A

C K

K U

N S

S

E

K

O R

E A

SF401

1/30

B U

I L

D I N

G

C

R O

C

T I O

N S

K.H.JEONG

SCALE:

CONNECTION DETAIL

1/10

SF101

306030

100 100

100 100

SCALE:

DETAIL

1/10

SF401

9040 90 40

SCALE:

DETAIL

1/10

SF401

40 7540

4040 75

75 407010707540

SCALE:

CONNECTION DETAIL

1/10

TYP. PART

SPLICE PART

RIM JOIST

SCALE:

PURLIN DETAIL

1/10

SF101 SF101

@MECH.

RM

150x150 WWF

HD13

FNSH FL.

NFSM.

40CLR

W/ SEALANT

MW10(#8)-

10 PEJ

SCALE:

CONC STOOP DETAIL

1/20

SF101

S E

T I D

1398_CONTRACT (100%)

10 APR '18

MLWR 17-1012

F Y

O

M A

F

M

L W

R

P

A C

K A

C O

N S

T R

U C

T

N

O R

M

D

E A

E

W

S

H A

C K

K U

N S

S

E

K

O R

E A

SF501

M I S

C

D

E T

A I L

S

K.H.JEONG

1/10, 1/20