A27_Drawing_files___138983___STRU___RLFC.pdf

D

12200

A

420038004200

B C

1400THK MAT SLAB ON GRADE

DA

B C

SC1 SC1 SC1 SC1

SC1 SC1 SC1 SC1

SRB1 SRB1 SRB1

SRB1 SRB1 SRB1

SRB1 SRB1 SRB1

S R

G

S R

G

S R

G

S R

G

SC1 : H-200X200X8/12

STEEL COLUMN SCHEDULE

X-VBR

X-VBR

X-HBR

X-HBR

SRB1 SRB1

SRB1

SRB1 SRB1 SRB1

SRG1 : H-200X200X8/12

STEEL BEAM SCHEDULE

SRB1 : H-200X200X8/12

P

E R

R O

O F S

L O

P E

SC1

A B

SRG1

12200

420038004200

SCALE:

GROUND FLOOR PLAN

1/50

SCALE:

ROOF FRAMING PLAN

1/50

CHEMICAL COACULATING SEDIMENTATION BLDG

SCALE:

CROSS SECTION

1/50SF101

X-VBR : L-75X75X6t

X-HBR : L-75X75X6t

P : C-200X75X25X4.0t

4800 650

SEE CIVIL

CHEMICAL COACULATING SEDIMENTATION BLDG

CHEMICAL COACULATING SEDIMENTATION BLDG

MAX SPACING=750 O.C.

SC1

S R

B

S R

B

STANDING SEAM METAL ROOFING(SSMR)

TO SPECIFICATION SECTION 07 61 13.

STRUCTURAL STANDING SEAM METAL ROOFING CONFORMING

SF101

P

E R

R O

O F S

L O

P E

P

P

HD13-@800X800

HD19 @200 O.C.

TOP & BOTTOM

STANDING SEAM

METAL ROOFING

SRB1

SRB1 SRB1

P

P

P

P

P

P

P

P

WORKING POINT

EL=+7000

2000mm10005000

SCALE: 1:50

STANDING SEAM

METAL ROOFING

HD19 @200 O.C.,

E.W. & E.F.

SF101

G R

O U

N D A

N D R

O O

F F

R A

M

IN

G P

L A

N C

R O

S S S

E C

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2 3

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A

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M A

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NUMBER

IDENTIFICATION

SHEET

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A G -R

E D C

L O

U D A

R E

A I

K O

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A

B L

D G S -1

R L F

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P C

A S

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F E

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IC

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

TIE

MAIN OR

BAR (TYP)

TEMPERATURE

BEAM

BARSMAIN BAR

CONCRETE NOT EXPOSED TO

EARTH OR WEATHER

COLUMN STIRRUP

40 CLR.

20 CLR

BEAM

20 CLR

MAIN

40 CLR

SLAB

JOINTS SHALL BE LOCATED AT THE MIDDLE 1/6 OF THE SLAB SPAN IN EITHER

Fy = 240 MPa

Fu = 400 MPa

Fu = 490 MPa

Fu = 1000 MPa

Fy = 240 MPa fy = 400 MPa fy = 448 MPa

2. METAL YIELD STRENGTHS (Fy) OR TENSILE STRENGTHS (Fu) :

f’c = 24 MPa

- MACHINE/ANCHOR BOLTS

- HIGH STRENGTH BOLTS (F10T OR A325)

- WELDING ELECTRODES (E70xx)

- WELDED WIRE FABRIC

- ALL CONCRETE UNLESS NOTED OTHERWISE

C. MATERIAL STRENGTHS :

- STANDING SEAM ROOFING (MIN)

- REINFORCING BARS (SD40 OR GRADE 60)

- STRUCTURAL STEEL (SS400 OR A36)

1220 mm

960 Pa

960 Pa

V = 59.4 m/sec

CLASS D

S1=0.07g, Ss=0.16g

100 kPa

TO CLEAN AND ROUGH STANDARDS.

DIRECTION. ALL REINFORCING BARS SHALL BE CONTINUOUS THROUGH CONSTRUCTION

JOINTS AND CONCRETE JOINT FACES SHALL BE KEYED OR INTENTIONALLY ROUGHENED

- BASIC WIND SPEED (RISK CATEGORY II)

- EXPOSURE CATEGORY

- WIND PRESSURE

- MINIMUM DESIGN BEARING CAPACITY

- IMPORTANCE FACTOR

- FROST DEPTH

B. FOUNDATIONS :

1. DESIGN PARAMETERS

- SEISMICITY

- SOIL TYPE

4. SEISMIC (UFC 3-301-01)

- RISK CATEGORY

C

DESIGN DATA

A. DESIGN LOADS :

2. FLOOR LIVE

3. WIND (UFC 3-301-01/IBC)

- GROUND SNOW

- LIVE

1. ROOF

AND SHALL BE MODIFIED TO SUIT THE SELECTED EQUIPMENT.

PERIMETER FELT JOINTS. UNDER NO CIRCUMSTANCES SHALL SUCH JOINTS BE

D. CONSTRUCTION JOINTS ARE PERMITTED IN STRUCTURAL SLABS ON GRADE IF REQUIRED

BY CONCRETE PLACEMENT AND FINISHING LIMITATIONS. WHEN REQUIRED, CONSTRUCTION

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

C. STRUCTURAL SLABS DO NOT REQUIRE CONTRACTION JOINTS, EXPANSIONS JOINTS, OR

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.

PERMITTED IN STRUCTURAL SLABS ON GRADE.

B. MECHANICAL EQUIPMENT

GENERAL NOTES

A. CONCRETE CLEAN AND ROUGH JOINT(CRJ)

CHIPPING HAMMER, OR OTHER SUITABLE MEANS.

1. CONCRETE MINIMUM COMPRESSIVE STRENGTH (f’c) :

M

IN

SLEEVE

M

IN

SLEEVE

BEAM

MINMIN

SECTION "A-A"

SLEEVE

"A"

GRADE BEAM

FOOTING OR

STEM WALL

"A"

PARALLEL PIPE PERPENDICULAR PIPE

M

IN

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

- DESIGN CATAGORY B

NOTE : SEE PLUMBING DRAWINGS

FOR SLEEVE DETAIL

STANDING SEAM METAL ROOFINGSSMR

RIM JOISTRJ

EAVE STRUTES

BOPC BOTTOM OF PILE CAP

CONC CONCRETE

CONSTRUCTION JOINTCNJ

CONTINUOUS OR CONTINUECONN

CWB CAPILLARY WATER BARRIER

HIGH STRENGTH BOLT

IJ ISOLATION JOINT

DET DETAIL

DIAMETERDIA

DIM DIMENSION

DN DOWN

DWG DRAWING

DWGS DRAWINGS

EACH FACEEF

EACHEA

EL ELEVATION

EQUIP EQUIPMENT

EW EACH WAY

EJ EXPANSION JOINT

EXP JT EXPANSION JOINT

EXST EXISTING

FL FLOOR

FNSH FINISH

FOOTFT

HGT HEIGHT

GRADE BEAMGB

GALVANIZEDGALV

HORIZ HORIZONTAL

HSB

JOINTJT

ELEC ELECTRICAL

EQ EQUAL

INDICATOR PILEIP

WWF

VARIABLEVAR

WITHW/

VERT VERTICAL

TRANSVERSALTRANS

TYP TYPICAL

THICKENED SLABTS

TOC TOP OF CONCRETE

THROUGHTHRU

TOP BART BAR

THK THICKNESS

BOTTOM BARB BAR

BOTTOM MOST BARBM BAR

STRUCTURALSTRL

STL STEEL

STD STANDARD

SQ SQUARE

SPEC(S) SPECIFICATION(S)

SIMILARSIM

SCHEDULESCHED

STRUC STRUCTURAL

RO ROUGH OPENING

ROOMRM

RFG ROOFING

REQUIREDREQD

REPL REPLACE OR REPLACEMENT

REINFORCED OR REINFORCEMENTREINF

RC REINFORCED CONCRETE

RADIUSRAD

PROJECTPROJ

PANELPNL

PC PILE CAP

PEDESTALPED

PEJ PRE-MOLDED EXPANSION JOINT

OPPOSITEOPP

OPNG OPENING

ON CENTEROC

NTS NOT TO SCALE

LONGITUDINALLONGIT

NUMBERNO

NOT IN CONTRACTNIC

NON FROST SUSCEPTIBLE MATERIALNFSM

NA NOT APPLICABLE

MISCELLANEOUSMISC

MIN MINIMUM

MANUFACTUREMFR

MEZZANINEMEZZ

MACHINE BOLTMB

METALMET

MECH MECHANICAL

MIDDLEMID

MAX MAXIMUM

MATERIALMATL

MAINT MAINTENANCE

LG LENGTH

COLUMNCOL

CONCRETE MASONRY UNITCMU

CLEARANCECLR

CRACK CONTROL JOINTCLJ

CJ CONTROL JOINT

CENTER LINECL

BOT BOTTOM

BEAMBM

BKS BARRACKS

BLDG BUILDING

ARCHITECTURALARCH

ANCHOR BOLTAB

WELDED WIRE FABRIC

AUTOMATIC WELDING STUDAWS

ABBREVIATIONS

QTY QUANTITY

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

SIZE

BAR

H d

DdD D

DIMENSION

DETAILING

D E

T A

IL

IN

G

D

IM

E N

S

IO

N

D E

T A

IL

IN

G

D

IM

E N

S

IO

N

DETAILING

d

A or G

D (mm)SIZE

BAR

140HD22

HD13

HD19

HD16

HD10

(mm)

HOOKS

(mm) A or G

STIRRUP & TIE HOOKS

D=4d FOR HD10 ~ HD16 BARS

D=6d FOR HD10 ~ HD25 BARS

D=8d FOR HD29, HD32 BARS

MAIN BAR HOOKS

HD19

HD22

HD16

HD13

HD29

HD32

HD25

A

B

(mm)

HD16

HD10

HD13

D

D=6d FOR HD19, HD22 BARS

SEISMIC STIRRUP/TIE HOOKS

D=4d FOR HD10 ~ HD16 BARS

APPROX.

A or G (mm)

H(mm)

C

L BEAM

(mm)

DIMENSION

SIZE

HD10

D J

A or G

(mm)

BAR

D

(mm) J d

L BEAM

A or G (mm)

HOOKS

c dD

D c

6d

H d

D E

T A

IL

IN

G

D

IM

E N

S

IO

N

M

IN

APPROX.

H(mm)

1 2

3 4

SF001

SF001

7,200 Pa - FILTER ROOM

IBC TABLE 1609.6.2.1(1) & (4)

Fy = 240 MPa - COLD-FORMED STEEL SHAPES

40 CLR

40 CLR

20 CLR 20 CLR

230230

M A X .(6 d ,7 m m

A o r

G

MAX.(4d,60mm)

A or G

A d

A or G

A

T

Y P

IC

A L D

E T

A

IL

S

SF001

G E

N E

R A

L N

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N D

A T

A

S O

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D B

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4 5

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IDENTIFICATION

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