Attachment_J.2_-_HC_Prototype_Drawings_-_4_of_6_-_Structural.pdf

GENERAL:

1. ALL LINEAR DIMENSIONS ARE IN CENTIMETERS FOR CONCRETE STRUCTURES AND IN MILLIMETERS FOR STRUCTURAL STEEL

UNLESS NOTED OTHERWISE (U.N.O.).

2. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED BY THE CONTRACTOR IN THE FIELD AND ANY DISCREPANCIES SHALL BE BROUGHT

TO THE ATTENTION OF THE ON-SITE USAID REPRESENTATIVE BEFORE PROCEEDING WITH THE AFFECTED PORTION OF THE WORK.

3. THE CONTRACTOR SHALL INFORM THE ON-SITE USAID REPRESENTATIVE OF ALL DISCREPANCIES BETWEEN DRAWINGS OF DIFFERENT

TRADES, PRIOR TO INITIATION OF ANY WORK.

4. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE USAID ON-SITE REPRESENTATIVE WHEN, IN THE COURSE OF CONSTRUCTION, CONDITIONS ARE UNCOVERED WHICH ARE UNANTICIPATED OR OTHERWISE APPEAR TO PRESENT A DANGEROUS CONDITION.

5. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH CIVIL, ARCHITECTURAL, SANITARY, ELECTRICAL DESIGN AND SHOP

DRAWINGS.

DESIGN LOADS:

ALL LOADS ARE IN ACCORDANCE WITH THE ETHIOPIAN BUILDING CODE STANDARDS EBCS,1 1995 U.N.O.

1. DEAD LOADS: WEIGHT OF STRUCTURAL COMPONENT

2. SUPERIMPOSED DEAD LOAD: WEIGHT OF PARTITION WALL & FLOOR FINISH MATERIAL: 3kN/m²

3. LIVE LOADS: ROOF LIVE LOAD = 0.25 kN/m²

FLOOR LIVE LOAD: = 4 kN/m²

4. WIND LOADS: REFERENCE WIND VELOCITY 22 m/s² AND IMPORTANCE FACTOR I =4 ARE TAKEN ACCORDING TO THE ETHIOPIAN

BUILDING CODE STANDARDS EBCS 1-1995 IS USED FOR WIND DESIGN.

5. SEISMIC DESIGN: ETHIOPIAN BUILDING CODE STANDARDS EBCS, 8 1995 IS USED FOR SEISMIC DESIGN. 'Zone 4' EARTHQ UAKE CONSIDERATION WITH LATEST RESULTS FROM INTERNATIONAL EARTHQUAKE HAZARD STUDIES ARE APPLIED.

FOUNDATIONS:

6. FOUNDATIONS HAVE BEEN DESIGNED FOR AN ALLOWABLE BEARING CAPACITY OF 140 KPA FOR SITES ON EXPANSIVE SOIL AND AN

ALLOWABLE BEARING CAPACITY OF 200 KPA FOR SITES ON NON-EXPANSIVE SOIL.

7. ALL FOUNDATIONS SHALL BE PLACED ON NATURAL UNDISTURBED SOIL OR ON COMPACTED SELECT SUITABLE MATERIAL FILL PREPARED AS

FOLLOWS:

(A) REMOVE UNSUITABLE MATERIAL BELOW THE FOUNDATION AND REPLACE WITH COMPACTED SELECTED SUITABLE MATERIAL FILL. TO A DEPTH DEEMED ADEQUATE BY THE GEOTECHNICAL ENGINEER TO PROVIDE FOUNDATION MATERIAL MEETING OR EXCEEDING THE

REQUIREMENT.

(B) FILL MATERIAL MUST BE PLACED IN LIFTS SPECIFIED IN THE SPECIFICATIONS. EACH LIFT COMPACTED TO A MINIMUM OF % OF

THE MAXIMUM DRY DENSITY AS OBTAINED NY THE TEST PROCEDURE PRESENTED IN ASTM,DIN,BS,EN OR EBCS STANDARDS, REQUIRED

MOISTURE RANGE IS PLUS 2% AND MINUS 1% OF THE OPTIMUM.

8. ALL DIMENSIONS, ELEVATIONS AND EXISTING CONDITIONS SHALL BE VERIFIED IN THE FIELD.

9. BEARING SOIL SHALL BE INSPECTED AND APPROVED BY THE QUALITY CONTROL ENGINEER BEFORE CONSTRUCTING ANY FOOTINGS. NO

FOUNDATION CONCRETE SHALL BE PLACED IN WATER.

10.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE TEMPORARY SUPPORT AS NECESSARY DURING EXCAVATION AND

UNDERPINNING TO MAINTAIN THE INTEGRITY OF ANY ADJACENT EXISTING STRUCTURES AN/OR INFRASTRUCTURE.

11.ALL FLOOR EXPANSION JOINTS SHALL BE LUBRICATED.

12.THE VAPOR BARRIER (WATER PROOFING MEMBRANE) SHALL BE A POLYETHYLENE SHEET OF 2MM THICKNESS. LAP ALL JOINTS 150mm PER SPEC MIN AND SEAL WATERTIGHT BY SEALANT APPLIED BETWEEN OVERLAPPING EDGES AND ENDS.

10.INTERIOR FLOOR SLABS ON GRADE SHALL BE UNDERLAIN BY SELECTED COMPACTED MATERIAL. FOR SITES ON EXPANSIVE SOIL, THE

SELECTED FILL SHALL BE COHESIVE MATERIAL.

11.THE EXPECTED SEASONAL MOISTURE VARIATION DEPTH IS 3M FOR SITES ON MEDIUM TO HIGHLY EXPANSIVE SOILS.

12.SELECTED COHESIVE FILL WILL BE A COMPOSITION OF COHESIVE NON-EXPANSIVE MATERIAL AND NON COHESIVE WELL GRADED

SUITABLE MATERIAL IN 1:3 RATIO.

13.SELECTED FILL WILL BE NON COHESIVE, WELL GRADED ,SUITABLE MATERIAL

14.FOR SITES ON EXPANSIVE SOILS, A COMBINATION OF SOIL REPLACEMENT WITH SELECTED COHESIVE FILL, CONTROL OF MOISTURE

MIGRATION & STRUCTURAL SOLUTION IS USED.

15.A SWELL PRESSURE OF 70Kpa WAS CONSIDERED FOR MAT FOUNDATION ON EXPANSIVE SOILS.

CAST IN PLACE CONCRETE:

1. CONCRETE SHALL HAVE A MINIMUM CONCRETE COMPRESSIVE STRENGTH OF 25MPa AT 28 DAYS FOR CONCRETE WITH ORDINARY PORTLAND CEMENT AND AT 45 DAYS FOR CONCRETE WITH PORTLAND POZZOLANA CEMENT. THE MAXIMUM WATER-CENENT RATIO

SHALL BE 0.5 PER SPEC (BY WEIGHT).

2. MINIMUM CEMENTIOUS MATERIAL CONTENT SHALL BE 280kg/M3 PER SPEC

3. CONCRETE SHALL BE CONTROLLED NORMAL WEIGHT CONCRETE, PROPORTIONED, MIXED AND PLACED UNDER THE SUPERVISION OF

AN APPROVED QUALITY CONTROL ENGINEER.

4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING U.N.O.:

(A) STIFFENED MAT & STIFFENING BEAM ON EXPANSIVE SOIL 50mm

(B) FOR REGULAR MAT & GRADE BEAM ON NON-EXPANSIVE SOIL 30mm

(C) COLUMNS AND TOP TIE BEAMS 30mm

5. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 300Mpa

6. MINIMUM REINFORCEMENT BAR SPLICE LENGTHS SHALL BE 50Ø.

7. PROVIDE ALL NECESSARY CHAIRS, CHAIR BARS, SPACERS, ETC., WIRED SECURELY TO HOLD REINFORCEMENT IN POSITION.

8. REINFORCEMENT SHALL BE STORED OFF THE GROUND ON PLATFORMS, SKIDS OR OTHER APPROPRIATE SUPPORTS.

STRUCTURAL STEEL

1. ALL STRUCTURAL STEEL WORK SHALL BE OF GRADE FE360 OR EQUAL, WITH MINIMUM YIELD STRENGTH OF 235Mpa

2. ALL BOLTS SHALL HAVE GRADE 4.6 OR HIGHER AND SHALL BE GALVANIZED

3. ALL WELDING, EXCEPT EXPLICIT EXEMPTIONS APPROVED BY QC MANAGER & ENGINEER, SHALL BE CONSTRUCTED AND TESTED IN

CONTROLLED ENVIRONMENT PRIOR TO DELIVERY TO CONSTRUCTION SITE.

4. FIELD CUTTING OF STRUCTURAL STEEL OR ANY FIELD MODIFICATIONS OF STRUCTURAL STEEL SHALL NOT BE MADE WITHOUT PRIOR

WRITTEN APPROVAL OF THE ENGINEER FOR EACH SPECIFIC CASE.

5. SPLICING STRUCTURAL MEMBERS WHERE NOT DETAILED ON THE DRAWINGS IS PROHIBITED WITHOUT PRIOR APPROVAL OF THE USAID

ON-SITE REPRESENTATIVE.

6. THE CONTRACTOR SHALL SUPPLY ALL PLATES, CLIPS, SEAT ANGLES, CONNECTIONS ETC., AS REQUIRED FOR COMPLETION OF THE STRUCTURAL WORK. EVEN IF SUCH ITEMS ARE NOT EXPLICITLY CALLED FOR ON THE ARCHITECTURAL OR STRUCTURAL DRAWINGS.

90° HOOK PERPENDICULAR TO THE PLANE OF

THE DRAWING

OFFSET IN THE PLANE OF THE DRAWING

STRAIGHT BARS & OFFSETS PERPENDICULAR

TO THE DRAWING

LEGEND (FOR REINFORCING SHOWN IN PLAN

BENDS IN REINFORCING BARS

TYPICAL STIRRUPS

ST-001

S

TR

U C

TU

R A

G

EN

ER

A

L N

O

TE

S

St STIRRUP

MAX. MAXIMUM

MIN. MINIMUM

ST STRUCTURAL

U.N.O. UNLESS NOTED OTHERWISE

CONSTRUCTION JOINT

TOP REINFORCEMENT BARS IN SLABS

BOTTOM REINFORCEMENT BARS IN SLABS

ABBREVIATIONS AND SYMBOLS

RHS RECTANGULAR HOLLOW SECTION

SHS SQUARE HOLLOW SECTION

FI FLAT IRON

SHS aaXt SHS width X thickness

RHS aaxbbxt RHS width x height x thickness

STRUCTURAL GENERAL NOTES

100%

FINAL

DESIGN

SUBMITTAL

453 300 453

20 460 20 280 20 460 20

A B C D

Ø c c

L

Ø8 c/c15 - L=828

Ø c c

L

Ø8 c/c15 - L=528

Ø8 c/c15 - L=528

Ø8 c/c15 - L=828

Ø c c

L

C1

C1 C2 C2 C1

C1

C2 C2

C1

C2 C2

C1

A B C D

480 300 480

10cm ground floor slab

5cm lean concrete (C-5)

Selected compacted fill

0.2mm water proofing membrane

10cm ground floor slab

5cm lean concrete (C-5)

Selected compacted fill

0.2mm water proofing membrane c m g r o u n d f l o o r s l a b l e a n o n c r e t

C

S l e c t e d c o m p a c t e d f i l l w t e r p r o o f i n g m e m b r a n e

L a n

C o n c r e a n

C o n c r e a n

C o n c r e

5cm Lean

Concrete (C-5)

5cm Lean

Concrete (C-5)

5cm Lean

Concrete (C-5)

5cm Lean

Concrete (C-5)

±0.00

Ø c c

Ø c c

Ø c c

Ø c c

Ø c c

0.2mm water proofing

0.2mm water proofing

0.2mm water proofing

0.2mm water proofing

Ø8c/c15

Ø8c/c15

Ø8c/c15 t e r p r o o f i n g t e r p r o o f i n g t e r p r o o f i n g

Ø c C

L

A'

27 27 t e r p r o o f i n g a n

C o n c r e

Ø8 c/c15 - L=369

136 136

Ø8c/c15

-0.45

R e f t o

G r a d i n g

Ø8c/c20

Ø8c/c20

10 35

Ø c C

L

Ø8 c/c20 - L=369

S l o p p r g r a d i

Ø8c/c15

Ø8 - L=167 Ø8 - L=167

C'

AA

D D C C

B

B membrane membrane membrane membrane m e m b r a n e m e m b r a n e m e m b r a n e m e m b r a n e

U

ST-004BST-002B

V

ST-004BST-002B

W

ST-004BST-002B

C1

ST-003BST-002B

ST A14

ST-014ST-011 ST-014 ST-011

ST A14

S e e s h e e t

S

T

B f o r c o n t i n u i y

E x p a n s i o n

1cm Expansion

Joint

±0.00

TYPICAL BAR PLACEMENT DETAIL

SCALE: 1:5

2Ø16

10cm ground floor slab

5cm lean concrete (C-5)

Selected compacted fill

0.2mm water proofing membrane

5cm Lean

Concrete (C-5)

3Ø16

0.2mm water proofing membrane

2Ø16

10cm ground floor slab

5cm lean concrete (C-5)

Selected compacted fill

0.2mm water proofing membrane

5cm Lean

Concrete (C-5)

3Ø16

3Ø16

3Ø20

0.2mm water proofing membrane

-Concrete Quality C-25

-Steel Grade S300

-Concrete Cover 3cm & 5cm

-Bottom Reinforcement Bar

-See Sheet 003B For Site Level

Adjustment Detail

ST-002B

KEY PLAN

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETER.

BLOCK-A, WAITING & REGISTRATION

MAT FOUNDATION & GRADE BEAM SECTION

FOR NON EXPANSIVE SOIL Scale 1:5,1:10 & 1:50

B

LO

C K

-A W

A

IT

IN

G

R

EG

IS

TR

A

TI

O

N M

A T

FO

U

N D

A

TI

O N

C O

LU

M

N R

EI

N

FO

R C

EM

EN

T

G R A

D E

B

EA

M S

EC

TI

O N

F O

R N

O N

E X

P A

N S

IV

E S O

IL

100%

FINAL

Ø

Ø

S t Ø

S t Ø

S t Ø

5cm Lean

Concrete (C5)

+3.00

+2.80

±0.00

-0.45

C1

ST-003B

ST-002B

U,V,W

ST-004BST-002B

Ø

S t Ø c c

1 1

Ø

2 2

2 2

S t Ø c c

S t Ø c c

5cm lean concrete (C-5)

S t Ø c c

2 2

+3.90

-0.45

±0.00

C2

ST-003BST-002B

U,V,W

+3.00

+2.80

ST-004BST-002B

4Ø20

4Ø20

-Concrete Quality C-25

-Steel Grade S300

-Concrete Cover 3cm

-See Sheet 002B For Slab Reinforcement

ST-003B

KEY PLAN

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETER.

BLOCK-A, WAITING & REGISTRATION

COLUMN REINFORCEMENT & SITE LEVEL ADJUSTMENT

DETAIL FOR NON EXPANSIVE SOIL Scale 1:10,1:20

B

LO

C K

-A W

A

IT

IN

G

R

EG

IS

TR

A

TI

O

N

C O

LU

M

N R

EI

N

FO

R C

EM

EN

T

S

IT

E

LE

V

EL

A D

JU

S

TM

EN

T

D

ET

A

IL

FO

R N

O N

E X

P A

N S

IV

E S O

IL

100%

FINAL

1 1 2 2 3 3

20 20

25 25

St-Ø8@10 L-66

Ø8 L-16

St-Ø8@25-126

Ø

-Concrete Quality C-25

-Steel Grade S300

-Concrete Cover 5cm Stiffining Mat

-Concrete Cover 3cm For Column

-See Sheet 003B & 005B For Column &

Grade Beam Reinforcement

ST-004B

KEY PLAN

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETER.

BLOCK-A, WAITING & REGISTRATION

COLUMN - FOUNDATION CONNECTION

DETAIL FOR NON EXPANSIVE SOIL Scale 1:5, 1:10

B

LO

C K

-A W

A

IT

IN

G

R

EG

IS

TR

A

TI

O

N

C O

L U

M N

F

O U

N D

A T

I O

N

C

O N

N E

C T

I O

N

D

E T

A I L

FO

R E

X P A

N S

IV

E S O

IL

100%

FINAL

DC

BA

480300480

2Ø16 - 828

2Ø14 -747

A

A

B

B

A

A

B

B

A

A

B

B

A

A

St-Ø8@25 St-Ø8@25 St-Ø8@25

2Ø16 - 528

DC

BA

480300480

4Ø16 - 528

C

C

C

C

E

E

C

C

D

D

C

C

St-Ø8@25 St-Ø8@25 St-Ø8@25

2Ø12 - 380

1 2 3

420420

1Ø20 - 320

2Ø20 -1003

3Ø16 - 855

F

F

G

G

H

H

H

H

G

G

St-Ø8@25 St-Ø8@25

F

F

4Ø16 - 528

1 2 3

420420

1Ø16 - 320

2Ø16 -1003

2Ø16 - 855

I

I

I

I

J

J

J

J

I

I

St-Ø8@25 St-Ø8@25

I

I

2Ø14 -747

2Ø14 - 752

2Ø14 - 752

9 35

80 80

±0.00

-0.45

St-Ø8@25

2Ø14 - 521

2Ø16 - 373

A' C'

St-Ø8 @ 25

2Ø14 - 321

2Ø14 - 358

3'

D

D

K

K

±0.00

-0.45

±0.00

-0.45

±0.00

-0.45

±0.00

-0.45

±0.00

-0.45

2Ø16 - 380

2Ø14

2Ø16

2Ø14

2Ø16 4Ø16

2Ø14

2Ø14

3Ø16

2Ø20

3Ø16

2Ø20

2Ø20

3Ø16

2Ø16

2Ø16

2Ø16

3Ø16

1Ø20

2Ø12

2Ø14

2Ø14

2Ø16

2Ø14

2Ø16

-Concrete Quality C-25

-Steel Grade S300

-Concrete Cover 3cm

-See Sheet 002B For Slab Reinforcement

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETER.

ST-005B

KEY PLAN

BLOCK-A, WAITING & REGISTRATION

GRADE BEAM REINFORCEMENT FOR NON EXPANSIVE SOIL Scale 1:50,1:10

B

LO

C K -A

W

A

IT

IN

G

R

EG

IS

TR

A

TI

O

N

G R A

D E

B

EA

M R

EI

N

FO

R C

EM

EN

T

FO

R N

O N

E X P A

N S

IV

E S O

IL

100%

FINAL

480 300 480

20 460 20 280 20 460 20

A B C D

300480

3Ø12 -717

3Ø12 -718

3Ø12 - 818

St-Ø8@12.5 St-Ø8@12.5 St-Ø8@12.5

3Ø12 -518

A C DB

Ø

Ø

S t Ø

S t Ø

+3.00

+2.80

M

M

M

M

M

M

M M

M M

X

ST-007ST-006

Y

Z

ST-007ST-006

ST-007ST-006

6Ø12

-Concrete Quality C-25

-Steel Grade S300

-Concrete Cover 3cm

ST-006

KEY PLAN

BLOCK-A, WAITING & REGISTRATION

TOP TIE BEAM LAYOUT, SECTION & REINFORCEMENT Scale 1:50 & 1:10

B

LO

C K -A

W

A

IT

IN

G

R

EG

IS

TR

A

TI

O

N

TO

P T

IE

B

EA

M

L A

Y O

U T, S

EC

TI

O

N

R

EI

N

FO

R C

EM

EN

T

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETER.

100%

FINAL

St-Ø8@12.5 L-66

St-Ø8@10 L-66

Ø

1 1 2 2 3 3

20 20

-Concrete Quality C-25

-Steel Grade S300

-Concrete Cover 3cm

-See Sheet 006 For Top Tie

Beam Reinforcement

BLOCK-A, WAITING & REGISTRATION

COLUMN - TOP TIE BEAM CONNECTION DETAIL Scale 1:5, 1:10

ST-007

B

LO

C K -A

W

A

IT

IN

G

R

EG

IS

TR

A

TI

O

N

C O

LU

M

N

T O

P T

IE

B

EA

M

C O

N N

EC

TI

O N

D

ET

A

IL

KEY PLAN

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETER.

100%

FINAL

A

B C

D c RT 80*40*2 d RT 80*40*2.5 d RT 80*40*2.5 d RT 80*40*2.5 d RT 80*40*2.5 c RT 80*40*2 c RT 80*40*2 c RT 80*40*2 c RT 80*40*2

T

T

T

T

T

T

T x

ST-008 ST-009

A2

ST-008 ST-009

A2

ST-008 ST-009

A1

ST-008 ST-009

A1

ST-008 ST-011

STA04

ST-008 ST-011

STA03

ST-008 ST-011

STA03

ST-008 ST-011

STA04

ST-008 ST-010

STA02

ST-010ST-008

STA02

ST-008 ST-010

STA02

ST-010ST-008

STA02

ST-008 ST-012

STA06

ST-008 ST-010

STA07

ST-008 ST-012

STA05

ST-008 ST-012

STA05

ST-008 ST-014

STA10

ST-008 ST-014

STA14

Z7Z6

BLOCK-A, WAITING & REGISTRATION

TRUSS LAYOUT SCALE 1:50

ST-008

B

LO

C K -A

W

A

IT

IN

G

R

EG

IS

TR

A

TI

O

N

TR

U

S S L

A Y O

U T

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN MILLIMETER.

-All structural steel: FE360 or equal

All bolts: Grade 4.6 or higher, galvanized welds without symbol: fillet weld welds without dimension: 3 mm

3 shop fillet weld 3 mm circumferential

100%

FINAL

7004165704165700

42004200 a SHS 30x2 mm b SHS 25x2 mm c RHS 80x40x2 mm d RHS 80x40x2.5 mm e EGA 500x0.4 mm

+4.39

ST-009

ST-009 ST-010

ST-009 ST-013

700 4165 70 4165 700

4200 4200 1500 a SHS 30x2 mm b SHS 25x2 mm c RHS 80x40x2 mm d RHS 80x40x2.5 mm e EGA 500x0.4 mm f SHS 40x2.5 mm

+4.39

STA01

STA08

ST-009 ST-011

STA03

ST-012

STA06

ST-009

ST-009 ST-010

ST-009 ST-013

STA01

STA08

ST-009 ST-010

STA02

ST-012

STA05

ST-009 ST-012

STA11ST-009 ST-013

STA12

ST-009 ST-013

STA13

ST-009 ST-014

STA09

ST-008 ST-009

A1

ST-008 ST-009

A2

ST-011ST-009

STA04

ST-009 ST-010

STA02

BLOCK-A, WAITING & REGISTRATION

TRUSS DETAIL SCALE 1:25

ST-009

B

LO

C K -A

W

A

IT

IN

G

R

EG

IS

TR

A

TI

O

N

TR

U

S S S

EC

TI

O N

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN MILLIMETER.

-All structural steel: FE360 or equal

All bolts: Grade 4.6 or higher, galvanized welds without symbol: fillet weld welds without dimension: 3 mm

3 shop fillet weld 3 mm circumferential

100%

FINAL

5 70 70 5 girder struts SHS 25x2 lower footing girder at inner walls Blocks A,B,C,D,E,G2

2x Fl 140x42-72x5 bottom cord SHS 30x2

2x Fl 140x42-72x5

Fl 180x150x10

Mortar adjustment

2x Fl 140x42-72x5

Fl 180x150x10

Endplate F1 26x26x2 girder struts SHS 25x2

En d p la te F x x

STA02

ST-008,ST009 ST-010

Mortar adjustment

10 70 5 30 5 70 10

5 5

75405

304050

431463

2x Fl 150x120x5

2x Fl 150x120x5

Roof purlin RHS 80x40x2.5 girder struts SHS 25x2 top cord SHS 30x2

Roof purlin RHS 80x40x2.5

Roof purlin at girder Blocks A,B,C,D,E,G2

STA01

ST-009 ST-010

13 32 60 45

Fl 150x70x10

2x Fl 60x42-55x5

Mortar adjustment

Fl 130x65x10

Fl 150x70x10

2x Fl 60x42-55x5

Fl 130x65x10

Upper footing Girder, east outer walls Block A

85 57

60 1010 560

25 65 2565

Fl 150x70x10

Fl 60x42-55x5 Fl 180x65x10

25 15 35 15 33 33

58 65 25

95 5 30 5 45

2214781422

Fl 150x70x10 95530545

ST-008 ST-010

Mortar adjustment

30 140 30 30 140 30

STA07

BLOCK-A, WAITING & REGISTRATION

TRUSS DETAIL SCALE 1:2,1:3

ST-010

B

LO

C K -A

W

A

IT

IN

G

R

EG

IS

TR

A

TI

O

N

TR

U

S S D

ET

A

IL

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN MILLIMETER.

-All structural steel: FE360 or equal

All bolts: Grade 4.6 or higher, galvanized welds without symbol: fillet weld welds without dimension: 3 mm

3 shop fillet weld 3 mm circumferential

100%

FINAL

girder struts SHS 25x2 lower footing girder at east outer walls Blocks A,B,C,D,E,G2

2x Fl 140x42-72x5

Mortar adjustment

2x Fl 140x42-72x5

Fl 180x150x10

En d p la te F x x

STA03

ST-011

Mortar adjustment bottom cord SHS 30x2

2x Fl 140x42-72x5

Fl 180x150x10

Mortar adjustment

Endplate F1 26x26x2 girder struts SHS 25x2

10 95 5 30 5 45 10

5 5

ST-008,ST009

5 70 70 5 girder struts SHS 25x2 lower footing girder at west outer walls Blocks A,B,C,D,E,G2

2x Fl 140x42-72x5

2x Fl 140x42-72x5

Fl 180x150x10

En d p la te F x x

Mortar adjustment

STA04

ST-011

Mortar adjustment bottom cord SHS 30x2

2x Fl 140x42-72x5

Fl 180x150x10

Mortar adjustment

Endplate F1 26x26x2 girder struts SHS 25x2

10 955 30 545 10

ST-008,ST009

BLOCK-A, WAITING & REGISTRATION

TRUSS DETAIL SCALE 1:3

ST-011

B

LO

C K -A

W

A

IT

IN

G

R

EG

IS

TR

A

TI

O

N

TR

U

S S D

ET

A

IL

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN MILLIMETER.

-All structural steel: FE360 or equal

All bolts: Grade 4.6 or higher, galvanized welds without symbol: fillet weld welds without dimension: 3 mm

3 shop fillet weld 3 mm circumferential

100%

FINAL

13 32 13

Fl 150x70x10

2x Fl 60x42-55x5

Mortar adjustment

Fl 130x65x10

Fl 150x70x10

2x Fl 60x42-55x5

Fl 130x65x10

Upper footing Girder, middle walls Block A

85 57

60 1010 560

25 65 2565

Fl 150x70x10

Fl 60x42-55x5

Fl 180x65x10

25 15 35 15 33 33

58 65 25

Fl 150x70x10

STA05

ST-008 ST-012

30 140 30 30 140 30

Mortar adjustment

2x Fl 60x42-55x5

Mortar adjustment

Fl 130x65x10

Fl 150x70x10

2x Fl 60x42-55x5

Fl 130x65x10

Upper footing Girder, west outer walls Block A

85 57

60 1010 560

25 65 2565

22 14 78 14 22

Fl 150x70x10 95 5 30 5 45

2214781422

Fl 150x70x10 95530545

Fl 150x70x10

Fl 60x42-55x5Fl 180x65x10

25 15 35 15 33 33

58 65 25

STA06

ST-012

Mortar adjustment

30 140 30 30 140 30

ST-008,ST009

2x Fl 180x60x10

18 30 22 40 30 14 26

33 114 33

2x Fl 180x60x10

Purlin RHS 80x40x2

Purlin RHS 80x40x2

Purlin at column,Main Entrance Block A

STA11

ST-009 ST-012

BLOCK-A, WAITING & REGISTRATION

TRUSS DETAIL SCALE 1:2,1:3

ST-012

B

LO

C K -A

W

A

IT

IN

G

R

EG

IS

TR

A

TI

O

N

TR

U

S S D

ET

A

IL

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN MILLIMETER.

-All structural steel: FE360 or equal

All bolts: Grade 4.6 or higher, galvanized welds without symbol: fillet weld welds without dimension: 3 mm

3 shop fillet weld 3 mm circumferential

100%

FINAL

22 14 24 30 15 32 13

25 12

12 25

Purlin RHS 80x40x2.5

2x FL 150x70x10 top cord SHS 30x2

Girder Post SHS 25x2

Girder roof point Block A

Purlin RHS 80x40x2.5

2x FL 150x70x10 top cord SHS 30x2

Girder Post SHS 25x2 top cord SHS 30x2

STA08

ST-013 ST-009

Purlin RHS 80x40x2.5

2x Fl 180x80x10

2x Fl 180x80x10

Extended roof purlin at column Block A

Purlin RHS 80x40x2

Column SHS 40x2.5

Column SHS 40x2.5

Purlin RHS 80x40x2

Column SHS 40x2.5

STA08

ST-013 ST-009

10 30 20 30 10 18 14 36 14 18

25 50 25 10 100

56 49 49 56

4x Fl100x150x5

4x Fl100x150x5

56 49 49 56

18 18

4x Fl100x150x5

Edge purlin at at extended roof purlin Block A

Purlin

RHS 80x40x2

Purlin RHS 80x40x2

Purlin RHS 80x40x2

STA12

ST-013 ST-009

BLOCK-A, WAITING & REGISTRATION

TRUSS DETAIL SCALE 1:2,1:3

ST-013

B

LO

C K -A

W

A

IT

IN

G

R

EG

IS

TR

A

TI

O

N

TR

U

S S D

ET

A

IL

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN MILLIMETER.

-All structural steel: FE360 or equal

All bolts: Grade 4.6 or higher, galvanized welds without symbol: fillet weld welds without dimension: 3 mm

3 shop fillet weld 3 mm circumferential

100%

FINAL

30 90 30

Fl 150x150x10

Fl 150x150x10 Walk way column SHS 40x2.5

Walkway column footing

STA14

ST-002,ST-008 ST-014

Walk way column SHS 40x2.5

Detail STA10 - Section 2-2 Scale 1:1

2 36 2

Detail STA10 - Section 1-1 Scale 1:1

STA10

ST-008 ST-014

Connection EGA sheet to purlin

All Blocks

J -Hook M6 4.6 galvanized

Roof purlin RHS 80x40

Sealing Washer Rubber,neoprene or Bitumen

Roof Purlin RHS 80x40

J -Hook M6 4.6 galvanized

STA09

ST-009 ST-014

J -Hook M6 4.6 galvanized

BLOCK-A, WAITING & REGISTRATION

TRUSS DETAIL SCALE 1:1,1:2

ST-014

B

LO

C K -A

W

A

IT

IN

G

R

EG

IS

TR

A

TI

O

N

TR

U

S S D

ET

A

IL

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN MILLIMETER.

-All structural steel: FE360 or equal

All bolts: Grade 4.6 or higher, galvanized welds without symbol: fillet weld welds without dimension: 3 mm

3 shop fillet weld 3 mm circumferential

100%

FINAL

E F G

20 460 20 460 20

480 480

J

20460 20

H

20 460

I

20 460

C1 C1 C1 C1 C1

C1 C3 C3 C1 C1 C1

C1

E F G JH I

A A

480 480 480 480 480

14.8cm ground floor slab

5cm lean concrete

Selected compacted fill

0.2mm water proofing membrane

14.8cm ground floor slab

5cm lean concrete

Selected compacted fill

0.2mm water proofing membrane

10cm ground floor slab

5cm lean concrete

Selected compacted fill

0.2mm water proofing membrane

10cm ground floor slab

5cm lean concrete

Selected compacted fill

0.2mm water proofing membrane

B

B o u n d f l o o r s l a b n c r e t e

S e l e c t e d c o m p a c t e d f i l l t e r p r o o f i n g m e m b r a n e o u n d f l o o r s l a b n c r e t e

S e l e c t e d c o m p a c t e d f i l l t e r p r o o f i n g m e m b r a n e

C2 C2 C2 C2 C2 C2

C2 C4 C2 C2 C2 C2

±0.00

+0.048

5cm Lean

Concrete (C5)

5cm Lean

Concrete (C5)

5cm Lean

Concrete (C5)

5cm Lean

Concrete (C5)

5cm Lean

Concrete (C5)

5cm Lean

Concrete (C5) a n

C o n c r e a n

C o n c r e a n

C o n c r e a n

C o n c r e

Ø c c

Ø c c

Ø c c

Ø c c

Ø c c

Ø c c

Ø c c

Ø c c

Ø c c

Ø8c/c15

Ø8c/c15

Ø8c/c15

Ø8c/c15

Ø8c/c15

Ø8c/c15

Ø8c/c15

Ø8c/c15

Ø c c

ST-016BST-015B

F

F

E

E

S T

B

S T

B

C

C

S T

B

S T

B

D

D

S T

B

S T

B

C1

ST-016BST-015B

C2

ST-016BST-015B

C3

ST-016BST-015B

C4

ST-016BST-015B

T3

ST-016BST-015B

T3

ST-016BST-015B

T3

ST-016BST-015B

U

ST-017BST-015B

W

ST-017BST-015B

V

ST-017BST-015B

See sheet 095B for continuity

Ø8 c/c15 - L=912

Ø8 c/c15 - L=1008

Ø8 c/c15 - L=579

Ø8 c/c15 - L=1008

Ø8 c/c15 - L=1008

Ø8 c/c15 - L=579

Ø8 c/c15 - L=1008

Ø8 c/c15 - L=1008

Ø8 c/c15 - L=579

Ø8 c/c15 - L=1008

Ø8 c/c15 - L=812

Ø c c

L

Ø c c

L

Ø c c

L

Ø c c

L

Ø c c

L

Ø c c

L

Ø c c

L

Ø c c

L

Ø c c

L

Ø c c

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETER.

ST-015B

KEY PLAN

BLOCK-B, OUT PATIENT DEPARTMENT OPD

MAT FOUNDATION FOR NON EXPANSIVE SOIL SCALE 1:50

B

LO

C K -B

O

U T

P A

TI

EN

T D

EP

A

R

TM

EN

T

O P D

M A

T

FO

U N

D A

TI

O

N F

O R

N O

N E

X P A

N S

IV

E S O

IL

-Concrete Cover 3cm

-Concrete Quality C-25

-Steel Grade S300

Top Reinforcement Bar

Bottom Reinforcement Bar

-See Sheet 016B For Site Level

Adjustement Detail

100%

FINAL

St-Ø8c/c12.5-66

4Ø20

4Ø20

St-Ø8c/c10-66

Ø

S t Ø c c

1 1

Ø

2 2

2 2

S t Ø c c

S t Ø c c

5cm lean concrete (C-5)

S t Ø c c

2 2

+3.90

-0.45

±0.00

C2

ST-016BST-015B

U,V,W

+3.00

+2.80

ST-017BST-015B

Ø

S t Ø c c

1 1

Ø

2 2

2 2

S t Ø c c

S t Ø c c

5cm lean concrete (C-5)

-0.45

±0.00

C1

ST-016BST-015B

U,V,W

ST-017BST-015B

+3.00

+2.80

Ø

S t Ø c c

1 1

Ø

2 2

2 2

S t Ø c c

S t Ø c c

5cm lean concrete (C-5)

S t Ø c c

2 2

+0.048

+3.90

-0.45

C4

ST-016BST-015B

U,V,W

+2.80

+3.00

ST-017BST-015B

Ø

S t Ø c c

1 1

Ø

2 2

2 2

S t Ø c c

S t Ø c c

5cm lean concrete (C-5)

-0.45

+0.048

C3

ST-016BST-015B

U,V,W

+3.00

+2.80

ST-017BST-015B

10cm ground floor slab

5cm lean concrete (C-5)

Selected compacted fill

0.2mm water proofing membrane

±0.00

0.2mm water proofing membrane

5cm lean concrete (C-5)

14.8cm ground floor slab

5cm lean concrete (C-5)

Selected compacted fill

0.2mm water proofing membrane

5cm lean concrete (C-5)

+0.048

0.2mm water proofing membrane

10cm ground floor slab

5cm lean concrete (C-5)

Selected compacted fill

0.2mm water proofing membrane

5cm lean concrete (C-5)

14.8cm ground floor slab

5cm lean concrete (C-5)

Selected compacted fill

0.2mm water proofing membrane

+0.048

0.2mm water proofing membrane

10cm ground floor slab

5cm lean concrete (C-5)

Selected compacted fill

0.2mm water proofing membrane

5cm lean concrete (C-5)

±0.00

0.2mm water proofing membrane

50Ø

±0.00

50Ø

+0.048

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETER.

ST-016B

KEY PLAN

B

LO

C K

-B O

U T

P A

TI

EN

T D

EP

A

R

TM

EN

T

O P D

C O

L U

I N

F O

R C

E M

E N

Y P

I C

G

A

D E

B E

C

T I O

O

X P

A N

S I V

E

S

O I L

-Concrete Cover 3cm

-Concrete Quality C-25

-Steel Grade S300

-See Sheet 015B For Slab Reinforcement

BLOCK-B, OUT PATIENT DEPARTMENT OPD

COLUMN REINFORCEMENT & TYPICAL GRADE

BEAM SECTIONS FOR NON EXPANSIVE SOIL SCALE 1:20,1:10

100%

FINAL

1 1 2 2 3 3

St-Ø8@10 L-66

Ø8 L-16

St-Ø8@25-126

Ø

BLOCK-B, OUT PATIENT DEPARTMENT OPD

COLUMN - FOUNDATION CONNECTION

DETAIL FOR NON EXPANSIVE SOIL Scale 1:5,1:10

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETER.

ST-017B

B

LO

C K -B

O

U T

P A

TI

EN

T D

EP

A

R

TM

EN

T

O P D

C O

L U

O U

N D

A T

I O

N

C

O N

N E

C T

I O

N

D E

T A

I

P

A N

S I V

E

S

O I L

KEY PLAN

-Concrete Cover 5cm

-Concrete Cover 3cm For Column

-Concrete Quality C-25

-Steel Grade S300

-See Sheet 015B & 016B For Column &

Grade Beam Reinforcement

100%

FINAL

420200420

2Ø14 - 642

2Ø16 - 1055

A

A

C

C

A

A

C

C

A

A

C

C

A

A

St-Ø8@25 St-Ø8@25 St-Ø8@25

420200420

2Ø14 - 642

E

E

G

G

E

E

I

I

E

E

G

G

E

E

St-Ø8@25 St-Ø8@25 St-Ø8@25

2Ø14 - 642

4Ø16 - 478

4Ø16 - 478

2Ø12 - 280

2Ø14 - 642

±0.00

±0.00

2Ø16 - 480

±0.00 +0.048

ON BEAM JON BEAM E

±0.00

+0.048

ON AXIS I

±0.000

ON BEAM H

420200420

2Ø14 - 642

F

F

H

H

F

F

I

I

E

E

G

G

E

E

St-Ø8@25 St-Ø8@25

St-Ø8@25

2Ø14 - 642

4Ø16 - 514

4Ø16 - 478

2Ø12 - 310

420200420

2Ø14 - 642

F

F

H

H

F

F

I

I

E

E

G

G

E

E

St-Ø8@25 St-Ø8@25 St-Ø8@25 St-Ø8@25

St-Ø8@25 St-Ø8@25 St-Ø8@25

2Ø14 - 642

4Ø16 - 478

2Ø12 - 360

E

E

+0.048

±0.00

+0.048

±0.00

2Ø16 - 480

2Ø16 - 480

4Ø16 - 514

E F G

480480

2Ø20 - 1060

2Ø20 -852

K

K

N

N

P

P

O

O

M

M

K

K

St-Ø8@25 St-Ø8@25

O

O

O

O

M

M

St-Ø8@25

O

O

O

O

M

M

St-Ø8@25

O

O

O

O

St-Ø8@25

480 480 480

3Ø16 -1040

3Ø16 -528

H I

J

M

M

2Ø20 -852

1Ø20 - 320

1Ø20 - 320

1Ø20 - 320

1Ø20 - 320

3Ø16 -450

M

M

±0.00

+0.048

±0.00

3Ø16 -278

3Ø16 - 592

2Ø16 - 1040

2Ø16 -842

2Ø16 -1072

2Ø16 -528

2Ø16 -842

1Ø16 - 320

2Ø16 -688

1Ø16 - 320

1Ø16 - 320

1Ø16 - 320

E F G

480480

Q

Q

T

T

V

V

U

U

S

S

Q

Q

St-Ø8@25 St-Ø8@25St-Ø8@25

U

U

U

U

S

S

St-Ø8@25

U

U

U

U

S

S

St-Ø8@25

U

U

U

U

St-Ø8@25St-Ø8@25 St-Ø8@25St-Ø8@25

480 480 480

H I

J

S

S

S

S

±0.00

+0.048 +0.048

±0.00

2Ø16 -278

4Ø16

2Ø14

+0.048

4Ø16

2Ø14

+0.048

3Ø20

3Ø16

+0.048

3Ø16

2Ø20

+0.048

2Ø16

2Ø16

+0.048

3Ø16

2Ø16

+0.048

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETER.

ST-018B

KEY PLAN

BLOCK-B, OUT PATIENT DEPARTMENT OPD

GRADE BEAM REINFORCEMENT

FOR NON EXPANSIVE SOIL SCALE 1:10,1:50

B

LO

C K -B

O

U T

P A

TI

EN

T D

EP

A

R

TM

EN

T

O P D

G R

A D

E

B

E A

M

R

E I N

F O

R C

E M

E N

T

F O

R

N

P

A N

S I V

E

S

O I L

-Concrete Cover 3cm

-Concrete Quality C-25

-Steel Grade S300

-See Sheet-017B For

Sections A,C,E,G,I,K,M,O,Q,S,& U

-See Sheet 015B For Slab Reinforcement

100%

FINAL

2Ø14

2Ø16

2Ø14

2Ø16 4Ø16

2Ø14

4Ø16

2Ø14

2Ø12

2Ø14

2Ø16

±0.00 & +0.048 ±0.00 ±0.00 ±0.00

2Ø16

±0.00 & +0.048

3Ø16

2Ø20

3Ø16

2Ø20

3Ø20

3Ø16

2Ø16

2Ø16

±0.00 ±0.00 ±0.00 ±0.00 &+0.048

E F G

480480

Q

Q

S

S

U

U

U

U

S

S

Q

Q

St-Ø8@25 St-Ø8@25

U

U

U

U

S

S

St-Ø8@25

U

U

U

U

S

S

St-Ø8@25

U

U

U

U

St-Ø8@25

480 480 480

H I

J

S

S

±0.00

+0.048 +0.048

2Ø20 - 1060

2Ø20 -852

3Ø16 -1040

3Ø16 -528

2Ø20 -852

1Ø20 - 320

1Ø20 - 320

1Ø20 - 320

1Ø20 - 320

3Ø16 -1034

E F G

480480

K

K

M

M

O

O

O

O

M

M

K

K

St-Ø8@25 St-Ø8@25

O

O

O

O

M

M

St-Ø8@25

O

O

O

O

M

M

St-Ø8@25

O

O

O

O

St-Ø8@25

480 480 480

80 80

H I

J

M

M

±0.00 ±0.000

+0.048

2Ø20 - 1060

2Ø20 -852

3Ø16 -1040

2Ø20 -852

1Ø20 - 320

1Ø20 - 320

1Ø20 - 320

1Ø20 - 320

3Ø16 -809

3Ø16 - 1007

2Ø16

2Ø16 ±0.00& +0.048

3Ø16

2Ø16 ±0.00 & +0.048

St-Ø8@250-126

St-Ø8@250-135.6

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETER.

ST-019B

KEY PLAN

BLOCK-B, OUT PATIENT DEPARTMENT OPD

GRADE BEAM REINFORCEMENT

FOR NON EXPANSIVE SOIL SCALE 1:10,1:50

B

LO

C K -B

O

U T

P A

TI

EN

T D

EP

A

R

TM

EN

T

O P D

G R

A D

E

B

E A

M

R

E I N

F O

R C

E M

E N

T

F O

R

N

P

A N

S I V

E

S

O I L

-Concrete Cover 3cm

-Concrete Quality C-25

-Steel Grade S300

-Refer ST-016B For

Sections F,H,N,P,T & V

-See Sheet 015B For Slab Reinforcement

100%

FINAL

20 460 20 460 20

480 480

J

460 20

H

20 460

I

20 460

Ø

Ø

H H

H H

S t Ø

S t Ø

S t Ø

H H

E F G

480480

3Ø12 - 1020

3Ø12 -807

3Ø12 - 998

H

H

St-Ø8@12.5

St-Ø8@12.5

St-Ø8@12.5 St-Ø8@12.5

St-Ø8@12.5

480 480 480

3Ø12 -807

3Ø12 -518

H I J

H

H

H

H

H

H

H

H

35 35

3Ø12 - 1020

+3.00

X

ST-021ST-020

Y

Z

ST-021ST-020

ST-021ST-020

6Ø12

St-Ø8@12.5-56

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETER.

ST-020

KEY PLAN

BLOCK-B, OUT PATIENT DEPARTMENT OPD

TOP TIE BEAM LAYOUT, SECTION & REINFORCEMENT DETAILS SCALE 1:10,1:50

B

LO

C K -B

O

U T

P A

TI

EN

T D

EP

A

R

TM

EN

T

O P D

T O

P

T

B

A

M

L

A Y

O U

T

S

E C

T I O

N

R E

I N

F O

R C

E M

E N

T

D

E T

A I L

S

-Concrete Cover 3cm

-Concrete Quality C-25

-Steel Grade S300

100%

FINAL

1 1 2 2 3 3

St-Ø8@12.5 L-66

St-Ø8@10 L-66

Ø

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETER.

ST-021

KEY PLAN

BLOCK-B, OUT PATIENT DEPARTMENT OPD

COLUMN TOP TIE BEAM CONNECTIONS SCALE 1:5,1:10

B

LO

C K -B

O

U T

P A

TI

EN

T D

EP

A

R

TM

EN

T

O P D

C O

L U

P

A

M

C

O N

N E

C T

I O

N S

-Concrete Quality C-25

-Steel Grade S300

-Concrete Cover 3cm

-See Sheet 020B For Top Tie

Beam Reinforcement

100%

FINAL

4800 4800

24200

R"

R

R'

T

T

T

T

T

T x c RT 80*40*2 d RT 80*40*2.5 d RT 80*40*2.5 d RT 80*40*2.5 d RT 80*40*2.5 d RT 80*40*2.5 d RT 80*40*2.5 c RT 80*40*2 c RT 80*40*2 c RT 80*40*2

T

T

T

T

T x c RT 80*40*2 c RT 80*40*2

ST-022 ST-024

STB03

ST-023ST-022

B1

ST-023ST-022

B1

ST-023ST-022

B2

ST-023ST-022

B2

ST-022 ST-024

STB02

ST-022 ST-024

STB02

ST-022 ST-024

STB02

ST-022 ST-024

STB02

ST-022 ST-024

STB02

ST-022 ST-024

STB02

ST-022 ST-024

STB02

ST-022 ST-024

STB02

ST-022 ST-024

STB03

ST-022 ST-025

STB04

ST-022 ST-025

STB04

ST-022 ST-026

STB06

ST-022 ST-026

STB07

ST-022 ST-025

STB05

ST-022 ST-025

STB05

ST-022 ST-025

STB05

ST-022 ST-025

STB05

ST-022 ST-025

STB05

ST-022 ST-025

STB05

ST-022 ST-025

STB05

ST-022 ST-025

STB05

ST-022 ST-026

STB06

ST-022 ST-026

STB07

ST-022 ST-027

STB10

T

*4

*2

T

*4

T

*4

*2

BLOCK-B, OUT PATIENT DEPARTMENT OPD

TRUSS LAYOUT SCALE 1:50

ST-022

B

LO

C K -B

O U

T P A

TI

EN

T D

EP

A

R

TM

EN

T

O P D

TR

U

S S L

A Y O

U T

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN MILLIMETER.

-All structural steel: FE360 or equal

All bolts: Grade 4.6 or higher, galvanized welds without symbol: fillet weld welds without dimension: 3 mm

3 shop fillet weld 3 mm circumferential

100%

FINAL

b SHS 25x2 mm c RHS 80x40x2 mm e EGA 300x0.4 mm

25 1000 3775 4800

200 4600 200 4600 200

ST-023 ST-027

ST-023 ST-026

ST-023 ST-025

ST-023 ST-025

ST-023 ST-026

STB06

STB11

STB05

STB07

STB10

ST-022 ST-023

B2

ST-023 ST-083

STG04

ST-023 ST-084

STG06

BLOCK-B, OUT PATIENT DEPARTMENT OPD

TRUSS LAYOUT SCALE 1:25

ST-023

B

LO

C K -B

O U

T P A

TI

EN

T D

EP

A

R

TM

EN

T

O P D

TR

U

S S S

EC

TI

O N

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN MILLIMETER.

-All structural steel: FE360 or equal

All bolts: Grade 4.6 or higher, galvanized welds without symbol: fillet weld welds without dimension: 3 mm

3 shop fillet weld 3 mm circumferential

100%

FINAL

girder struts SHS 25x2 lower footing girder at inner walls Blocks A,B,C,D,E,G2

2x Fl 140x42-72x5 bottom cord SHS 30x2

2x Fl 140x42-72x5

Fl 180x150x10

Mortar adjustment

2x Fl 140x42-72x5

Fl 180x150x10

Endplate F1 26x26x2 girder struts SHS 25x2

En d p la te F x x

STB02

ST-022,ST-023 ST-024

Mortar adjustment

10 70 5 30 5 70 10

5 5

75405

304050

431463

2x Fl 150x120x5

2x Fl 150x120x5

Roof purlin RHS 80x40x2.5 girder struts SHS 25x2 top cord SHS 30x2

Roof purlin RHS 80x40x2.5

Roof purlin at girder Blocks A,B,C,D,E,G2

STB01

ST-023 ST-024

5 70 70 5 girder struts SHS 25x2 lower footing girder at east outer walls Blocks A,B,C,D,E,G2

2x Fl 140x42-72x5

Mortar adjustment

2x Fl 140x42-72x5

Fl 180x150x10

En d p la te F x x

STB03

ST-022 ST-024

Mortar adjustment bottom cord SHS 30x2

2x Fl 140x42-72x5

Fl 180x150x10

Mortar adjustment

Endplate F1 26x26x2 girder struts SHS 25x2

10 95 5 30 5 45 10

5 5

BLOCK-B, OUT PATIENT DEPARTMENT OPD

TRUSS DETAIL SCALE 1:2,1:3

ST-024

B

LO

C K -B

O U

T P A

TI

EN

T D

EP

A

R

TM

EN

T

O P D

TR

U

S S D

ET

A

IL

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN MILLIMETER.

-All structural steel: FE360 or equal

All bolts: Grade 4.6 or higher, galvanized welds without symbol: fillet weld welds without dimension: 3 mm

3 shop fillet weld 3 mm circumferential

100%

FINAL

girder struts SHS 25x2 lower footing girder at west outer walls Blocks A,B,C,D,E,G2

2x Fl 140x42-72x5

2x Fl 140x42-72x5

Fl 180x150x10

En d p la te F x x

Mortar adjustment

STB04

ST-022 ST-025

Mortar adjustment bottom cord SHS 30x2

2x Fl 140x42-72x5

Fl 180x150x10

Mortar adjustment

Endplate F1 26x26x2 girder struts SHS 25x2

10 955 30 545 10

22 14 78 14 22

13 32 13

Fl 150x70x10

2x Fl 60x42-55x5

Mortar adjustment

Fl 180x65x10

2x Fl 60x57x5

Fl 180x65x10

Upper footing girder at inner walls,connection to hallway roof Block B,C,D,E,G2

85 57

60 1010 560

25 65 2565

Fl 150x70x10

Fl 60x42-55x5

Fl 180x65x10

25 15 35 15 33 33

58 65 25

STB05

ST-025

30 140 30 30 140 30

Mortar adjustment

ST-022,ST-023

25 55

40 20 40

5 100 5

35 30 35

.0

STB011

ST-023 ST-025Brace at roof purlin-hallway module Block B,C,D,E,G2

Brace SHS 25X2Brace

SHS 25X2

Roof purlin RHS 80x40X2

BLOCK-B, OUT PATIENT DEPARTMENT OPD

TRUSS DETAIL SCALE 1:2,1:3

ST-025

B

LO

C K -B

O U

T P A

TI

EN

T D

EP

A

R

TM

EN

T

O P D

TR

U

S S D

ET

A

IL

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN MILLIMETER.

-All structural steel: FE360 or equal

All bolts: Grade 4.6 or higher, galvanized welds without symbol: fillet weld welds without dimension: 3 mm

3 shop fillet weld 3 mm circumferential

100%

FINAL

13 32 60 45

Fl 150x70x10

2x Fl 60x42-55x5

Mortar adjustment

Fl 180x65x10

2x Fl 60x57x5

Fl 180x65x10

Upper footing girder at east outer walls,connection to hallway roof Block B,C,D,E,G2

85 57

60 1010 560

25 65 2565

Fl 100x35x5

Fl 180x65x10

25 15 35 15 33 33

58 65 25

95 5 30 5 45

2214781422

Fl 150x70x10

95530545

ST-026

Mortar adjustment

30 140 30 30 140 30

STB06

ST-022,ST-023

Fl 100x35x5

2x Fl 60x42-55x5

Mortar adjustment

Fl 180x65x10

2x Fl 60x57x5

Fl 180x65x1058

85 57

60 1010 560

25 65 2565

22 14 78 14 22

Fl 150x70x10

95 5 30 5 45

2214781422

Fl 150x70x10 95530545

Fl 150x70x10 Fl 60x42-55x5Fl 180x65x10

25 15 35 15 33 33

58 65 25

STB07

ST-026

Mortar adjustment

30 140 30 30 140 30

ST-022,ST-023

Upper footing girder at east outer walls,connection to hallway roof Block B,C,D,E,G2

Fl 100x35x5

Fl 180x65x10

Fl 100x35x5

BLOCK-B, OUT PATIENT DEPARTMENT OPD

TRUSS DETAIL SCALE 1:3

ST-026

B

LO

C K -B

O U

T P A

TI

EN

T D

EP

A

R

TM

EN

T

O P D

TR

U

S S D

ET

A

IL

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN MILLIMETER.

-All structural steel: FE360 or equal

All bolts: Grade 4.6 or higher, galvanized welds without symbol: fillet weld welds without dimension: 3 mm

3 shop fillet weld 3 mm circumferential

100%

FINAL

25 12

2x Fl 150x70x10

2x Fl 150x70x10

Main Girder top cord at middlemodule Block B,C,D,E,G2

STB08

ST-109 ST-027

top cord SHS 30x2

Roof purlin RHS 80x40x2.5

Roof post SHS 25x2

22 14 24 30 15 32 13

2x Fl 150x70x10 Roof post SHS 25x2 top cord SHS 30x2

Connection EGA sheet to purlin

All Blocks

STB09

ST-023 ST-027

J -Hook M6 4.6 galvanized

Roof purlin RHS 80x40

Sealing Washer Rubber,neoprene or Bitumen

Roof Purlin RHS 80x40

J -Hook M6 4.6 galvanized

J -Hook M6 4.6 galvanized

Detail STB10 - Section 2-2 Scale 1:1

2 36 2

Detail STB10 - Section 1-1 Scale 1:1

STB10

ST-027ST-022,ST-023

BLOCK-B, OUT PATIENT DEPARTMENT OPD

TRUSS DETAIL SCALE 1:1,1:2

ST-027

B

LO

C K -B

O U

T P A

TI

EN

T D

EP

A

R

TM

EN

T

O P D

TR

U

S S D

ET

A

IL

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN MILLIMETER.

-All structural steel: FE360 or equal

All bolts: Grade 4.6 or higher, galvanized welds without symbol: fillet weld welds without dimension: 3 mm

3 shop fillet weld 3 mm circumferential

100%

FINAL

K L M

20 460 20 460 20

480 480

N

Ø8 c/c15 - L=985

Ø8 c/c15 - L=985

Ø8 c/c15 - L=985

Ø c c1 L

Ø c c1 L

Ø c c1 L

C1 C1

C1C1

C1 C1

C2C2C2

C2 C2 C2 C2

C1C1

C2

K L M N

AA

480 480

B

B

10cm ground floor slab

5cm lean concrete (C-5)

Selected compacted fill

0.2mm water proofing membrane 10cm ground floor slab

5cm lean concrete (C-5) Selected compacted fill

0.2mm water proofing membrane5cm Lean Concrete (C-5)

5cm Lean Concrete (C-5)

5cm Lean Concrete (C-5)

5cm Lean Concrete (C-5) cm

L e a n

C o nc re te

C

-5 cm

L e a n

C o nc re te

C

-5 cm

L e a n

C o nc re te

C

-5 cm g ro un d f lo o r sl a b cm l e a n co nc re te

C

-5

S e le ct e d c o m p a ct e d f ill

.2 m m w a te r p ro o fi ng m e m b ra ne cm g ro un d f lo o r sl a b cm l e a n co nc re te

C

-5

S e le ct e d c o m p a ct e d f ill

.2 m m w a te r p ro o fi ng m e m b ra ne

CCDD

Ø c/ c1

Ø c/ c1

Ø c/ c1

Ø c/ c1

Ø c/ c1

Ø c/ c1 cm

L e a n

C o nc re te

C

-5 m m w a te r p ro o fi ng

±0.00

-0.45

.0

-0 .4

Ø8c/c15

Ø8c/c15

Ø8c/c15

Ø8c/c15 m m w a te r p ro o fi ng

C2

ST-030BST-028B

C1

ST-030BST-028B

U

ST-031BST-028B

V

ST-031BST-028B

W

ST-031BST-028B 2

m m w a te r p ro o fi ng m m w a te r p ro o fi ng m e m b ra ne m e m b ra ne m e m b ra ne m e m b ra ne

0.2mm water proofing membrane

0.2mm water proofing membrane

0.2mm water proofing membrane

0.2mm water proofing membrane

0.2mm water proofing membrane S e e s he e t S T-

B fo r co nt in ui ty

Ø8 c/c150 - L=505

Ø8 c/c150 - L=505

Ø8 c/c150 - L=505

Ø8c/c15 c m

±0.00

TYPICAL BAR PLACEMENT DETAIL

SCALE: 1:5

.6

.4 slab thickness

Top concrete cover (minimum 3cm)

Re-bar thickness

Bottom concrete cover (minimum 5cm)

10cm ground floor slab

5cm lean concrete (C-5)

Selected compacted fill

0.2mm water proofing membrane5cm Lean

Concrete (C-5)

10cm ground floor slab

5cm lean concrete (C-5)

Selected compacted fill

0.2mm water proofing membrane 5cm Lean

Concrete (C-5)

-Concrete Quality C-25

-Steel Grade S300

-Concrete Cover 3cm

Top Reinforcement Bar

Bottom Reinforcement Bar

ST-028B

KEY PLAN

BLOCK-C, ADMINISTRATION & PHARMACY

MAT FOUNDATION REINFORCEMENT

FOR NON EXPANSIVE SOIL SCALE 1:5,1:10 & 1:50

B

LO

C K -C

A D

M

IN

IS

TR

A

TI

O N

P

H A

R M

A C

Y

M A

T

FO

U N

D A

TI

O

N R

EI

N

FO

R C

EM

EN

T

F O

R N

O N

E X P A

N S

IV

E S O

IL

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETER.

100%

FINAL

480480

2Ø14 - 852

F

F

B

B

St-Ø8@25 St-Ø8@25

B

B

St-Ø8@25

2Ø16 -528

N

111098

420200420

3Ø16 - 1055

H

H

St-Ø8@25 St-Ø8@25 St-Ø8@25

420200420

2Ø14 - 642

A

A

St-Ø8@25 St-Ø8@25 St-Ø8@25

2Ø16 - 478

2Ø16 - 478

2Ø16 - 280

2Ø16 -1007

K L M

480480

4Ø14 - 602

4Ø14-1082

St-Ø8@25 St-Ø8@25 St-Ø8@25

4Ø16 -528

N

4Ø16 - 320

4Ø16 -1008

4Ø16 - 320

111098

±0.00

-0.45

±0.00

-0.45

±0.00

-0.45

±0.00

-0.45

D

D

B

B

ST-028B ST-029B

ST-028B ST-029B

H

H H

9 3Ø20 - 642

3Ø20 - 642

A

A

A

A

2Ø14 - 642

H

ST-028B ST-029B

D

D

D

D

2Ø14 - 852

2Ø14

2Ø16

2Ø14

2Ø16

4Ø16

4Ø14

4Ø16

4Ø14

-Concrete Quality C-25

-Steel Grade S300

-Concrete Cover 5cm

-See Sheet 028B For Slab Reinforcement

ST-029B

KEY PLAN

BLOCK-C ADMINISTRATION & PHARMACY

GRADE BEAM REINFORCEMENT FOR

NON EXPANSIVE SOIL SCALE 1:10 & 1:50

B

LO

C K -C

A D

M

IN

IS

TR

A

TI

O N

P

H A

R M

A C

Y

G R A

D E

B

EA

M R

EI

N

FO

R C

EM

EN

T

F O

R N

O N

E X P A

N S

IV

E

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETER.

100%

FINAL

2Ø20

3Ø16

1Ø20

4Ø20

9 3

St-Ø8@25-126

4Ø20

St-Ø8@10-66

Ø

S t- Ø c/ c1 .5

1 1

Ø

0 2 2

S t- Ø c/ c1

S t- Ø c/ c1

S t- Ø c/ c1

2 2

5cm Lean Concrete (C-5)

Ø

Ø

S t- Ø

S t- Ø

+3.00

+2.80

±0.00

-0.45

5cm Lean Concrete (C-5)

S t- Ø .5

+3.90

1 1

2 2

2 2

+3.00

+2.80

±0.00

-0.45

C1

ST-030BST-028B

C2

ST-030BST-028B

2 2

U,V,W

ST-029AST-029A

X,Y,Z

ST-032ST-029A

9 3

St-Ø8@25-126

-Concrete Quality C-25

-Steel Grade S300

-Concrete Cover 3cm For Stiffining Mat

-Concrete Cover 3cm For Column

-See Sheet 028B For Slab Reinforcement and 031B For Connection Detail

ST-030B

BLOCK-C, ADMINISTRATION & PHARMACY

COLUMN REINFORCEMENT & GRADE BEAM SECTION

FOR NON EXPANSIVE SOIL SCALE 1:10 & 1:20

B

LO

C K

-C A

D M

IN

IS

TR

A

TI

O

N

P H

A R M

A C

Y C

O

LU

M N

R

EI

N

FO

R C

EM

EN

T

G R A

D E

B

EA

M S

EC

TI

O N

S

IT

E

LE

V

EL

A D

JU

S

TM

EN

T

D

ET

A

IL

F O

R N

O N

E X

P A

N S

IV

E S O

IL

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETER.

100%

FINAL

St-Ø8@10 L-66

Ø8 L-16

St-Ø8@25-126

Ø

1 1 2 2 3 3

20 2020

25 25

-Concrete Quality C-25

-Steel Grade S300

-Concrete Cover 3cm

-See 029B & For Grade Beam Reinforcement and 030B For Column Reinforcement

ST-031B

KEY PLAN

BLOCK-C, ADMINISTRATION & PHARMACY

COLUMN - FOUNDATION CONNECTION

FOR NON EXPANSIVE SOIL SCALE 1:5,1:10

B

LO

C K -C

A D

M

IN

IS

TR

A

TI

O N

P

H A

R M

A C

Y

C O

L U

O U

N D

A T

I O

N

C

O N

N E

C T

I O

N

D

E T

A I L

F O

R N

O N

E X P A

N S

IV

E S O

IL

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETER.

100%

FINAL

20 460 20 460 20

480 480

N

460 20

480480

4 3Ø12 - 807

603Ø12 -807

3Ø12 - 998

H

H St-Ø8@12.5 St-Ø8@12.5 St-Ø8@12.5

3Ø12 -518

H

H

H

H

K L M N

Ø

Ø

S t- Ø .5

S t- Ø .5

S t- Ø .5

H H

H H

H H

+3.00

+2.80

.0

.8

X

ST-033ST-032

Y

Z

ST-033ST-032

ST-033ST-032

6Ø12

St-Ø8@12.5 L-66

-Concrete Cover 3cm

-Concrete Quality C-25

-Steel Grade S300

ST-032

KEY PLAN

BLOCK-C ADMINISTRATION & PHARMACY

TOP TIE BEAM LAYOUT & REINFORCEMENT SCALE 1:10 &1:50

B

LO

C K -C

A D

M

IN

IS

TR

A

TI

O N

P

H A

R M

A C

Y

TO

P T

IE

B

EA

M

L A

Y O

U T

R

EI

N

FO

R C

EM

EN

T

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETER.

100%

FINAL

1 1 2 2 3 3

20 20

St-Ø8@12.5 L-66

St-Ø8@10 L-66

Ø

Ø -3

-Concrete Cover 3cm

-Concrete Quality C-25

-Steel Grade S300

-See Sheet 031 For Top Tie

Beam Reinforcement

ST-033

KEY PLAN

BLOCK-C, ADMINISTRATION & PHARMACY

COLUMN - TOP TIE BEAM CONNECTION DETAIL SCALE 1:5,1:10

B

LO

C K -C

A D

M

IN

IS

TR

A

TI

O N

P

H A

R M

A C

Y

C O

L U

A

M

C

O N

N E

C T

I O

N

D

E T

A I L

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETER.

100%

FINAL

H I J

4800 4800

14600

K c RT 80*40*2 d RT 80*40*2.5 d RT 80*40*2.5 d RT 80*40*2.5 d RT 80*40*2.5 d RT 80*40*2.5 d RT 80*40*2.5 c RT 80*40*2 c RT 80*40*2 c RT 80*40*2

T

T

T

T x c RT 80*40*2 c RT 80*40*2

ST-035ST-034

C2

ST-035ST-034

C2

ST-035ST-034

C1

ST-035ST-034

C1

ST-034 ST-036

STC03

ST-034 ST-037

STC04

ST-034 ST-038

STC06

ST-034 ST-038

STC07

ST-034 ST-036

STC02

ST-034 ST-036

STC02

ST-034 ST-037

STC05

ST-034 ST-037

STC05

ST-034 ST-036

STC02

ST-034 ST-036

STC02

ST-034 ST-037

STC05

ST-034 ST-037

STC05

ST-034 ST-037

STC04

ST-034 ST-036

STC03

ST-034 ST-038

STC07

ST-034 ST-038

STC06

ST-034 ST-039

STC10

T

*4

T

*4

T

*4

*2

BLOCK-C, ADMINISTRATION & PHARMACY

TRUSS LAYOUT SCALE 1:50

ST-034

B

LO

C K -C

A

D M

IN

IS

TR

A

TI

O

N

P H

A R M

A C

Y

TR

U

S S L

A Y O

U T

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN MILLIMETER.

-All structural steel: FE360 or equal

All bolts: Grade 4.6 or higher, galvanized welds without symbol: fillet weld welds without dimension: 3 mm

3 shop fillet weld 3 mm circumferential

100%

FINAL

e EGA 300x0.4 mm

25 1000 3775 4800

200 4600 200 4600 200

ST-035 ST-039

ST-035

ST-038

ST-035 ST-037

ST-035 ST-037 ST-035 ST-038

STC06

STC11

STC05 STC07

STC10

ST-034 ST-035

C2

ST-035 ST-083

STG04

ST-035 ST-084

STG06

BLOCK-C, ADMINISTRATION & PHARMACY

TRUSS LAYOUT SCALE 1:25

ST-035

B

LO

C K -C

A

D M

IN

IS

TR

A

TI

O

N

P H

A R M

A C

Y

TR

U

S S S

EC

TI

O N

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN MILLIMETER.

-All structural steel: FE360 or equal

All bolts: Grade 4.6 or higher, galvanized welds without symbol: fillet weld welds without dimension: 3 mm

3 shop fillet weld 3 mm circumferential

100%

FINAL

75405

304050

431463

2x Fl 150x120x5

2x Fl 150x120x5

Roof purlin RHS 80x40x2.5 girder struts SHS 25x2 top cord SHS 30x2

Roof purlin RHS 80x40x2.5

Roof purlin at girder Blocks A,B,C,D,E,G2

STC01

ST-035 ST-036

5 70 70 5 girder struts SHS 25x2 lower footing girder at inner walls Blocks A,B,C,D,E,G2

2x Fl 140x42-72x5 bottom cord SHS 30x2

2x Fl 140x42-72x5

Fl 180x150x10

Mortar adjustment

2x Fl 140x42-72x5

Fl 180x150x10

Endplate F1 26x26x2 girder struts SHS 25x2

En d p la te F x x

STC02

ST-034,ST-035 ST-036

Mortar adjustment

10 70 5 30 5 70 10

5 5

5 70 70 5 girder struts SHS 25x2 lower footing girder at east outer walls Blocks A,B,C,D,E,G2

2x Fl 140x42-72x5

Mortar adjustment

2x Fl 140x42-72x5

Fl 180x150x10

En d p la te F x x

STC03

ST-034 ST-036

Mortar adjustment bottom cord SHS 30x2

2x Fl 140x42-72x5

Fl 180x150x10

Mortar adjustment

Endplate F1 26x26x2 girder struts SHS 25x2

10 95 5 30 5 45 10

5 5

BLOCK-C, ADMINISTRATION & PHARMACY

TRUSS DETAIL SCALE 1:2,1:3

ST-036

B

LO

C K -C

A

D M

IN

IS

TR

A

TI

O

N

P H

A R M

A C

Y

TR

U

S S D

ET

A

IL

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN MILLIMETER.

-All structural steel: FE360 or equal

All bolts: Grade 4.6 or higher, galvanized welds without symbol: fillet weld welds without dimension: 3 mm

3 shop fillet weld 3 mm circumferential

100%

FINAL

25 55

40 20 40

5 100 5

35 30 35

.0

STC011

ST-035 ST-037Brace at roof purlin-hallway module Block B,C,D,E,G2

Brace SHS 25X2Brace

SHS 25X2

Roof purlin RHS 80x40X2

5 70 70 5 girder struts SHS 25x2 lower footing girder at west outer walls Blocks A,B,C,D,E,G2

2x Fl 140x42-72x5

2x Fl 140x42-72x5

Fl 180x150x10

En d p la te F x x

Mortar adjustment

STC04

ST-034 ST-037

Mortar adjustment bottom cord SHS 30x2

2x Fl 140x42-72x5

Fl 180x150x10

Mortar adjustment

Endplate F1 26x26x2 girder struts SHS 25x2

10 955 30 545 10

22 14 78 14 22

13 32 13

Fl 150x70x10

2x Fl 60x42-55x5

Mortar adjustment

Fl 180x65x10

2x Fl 60x57x5

Fl 180x65x10

Upper footing girder at inner walls,connection to hallway roof Block B,C,D,E,G2

85 57

60 1010 560

25 65 2565

Fl 150x70x10

Fl 60x42-55x5

Fl 180x65x10

25 15 35 15 33 33

58 65 25

30 140 30 30 140 30

Mortar adjustment

STC05

ST-037ST-034,ST-035

ST-037UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN MILLIMETER.

BLOCK-C, ADMINISTRATION & PHARMACY

TRUSS DETAIL SCALE 1:2,1:3

B

LO

C K -C

A

D M

IN

IS

TR

A

TI

O

N

P H

A R M

A C

Y

TR

U

S S D

ET

A

IL

-All structural steel: FE360 or equal

All bolts: Grade 4.6 or higher, galvanized welds without symbol: fillet weld welds without dimension: 3 mm

3 shop fillet weld 3 mm circumferential

100%

FINAL

13 32 60 45

Fl 150x70x10

2x Fl 60x42-55x5

Mortar adjustment

Fl 180x65x10

2x Fl 60x57x5

Fl 180x65x10

Upper footing girder at east outer walls,connection to hallway roof Block B,C,D,E,G2

85 57

60 1010 560

25 65 2565

Fl 100x35x5

Fl 180x65x10

25 15 35 15 33 33

58 65 25

95 5 30 5 45

2214781422

Fl 150x70x10

95530545

Mortar adjustment

30 140 30 30 140 30

Fl 100x35x5

STC06

ST-038ST-034,ST-035

2x Fl 60x42-55x5

Mortar adjustment

Fl 180x65x10

2x Fl 60x57x5

Fl 180x65x1058

85 57

60 1010 560

25 65 2565

22 14 78 14 22

Fl 150x70x10

95 5 30 5 45

2214781422

Fl 150x70x10 95530545

Fl 150x70x10 Fl 60x42-55x5Fl 180x65x10

25 15 35 15 33 33

58 65 25

Mortar adjustment

30 140 30 30 140 30

Upper footing girder at east outer walls,connection to hallway roof Block B,C,D,E,G2

Fl 100x35x5

Fl 180x65x10

Fl 100x35x5

ST-038

STC07

ST-034,ST-035

ST-038

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN MILLIMETER.

BLOCK-C, ADMINISTRATION & PHARMACY

TRUSS DETAIL SCALE 1:3

B

LO

C K -C

A

D M

IN

IS

TR

A

TI

O

N

P H

A R M

A C

Y

TR

U

S S D

ET

A

IL

-All structural steel: FE360 or equal

All bolts: Grade 4.6 or higher, galvanized welds without symbol: fillet weld welds without dimension: 3 mm

3 shop fillet weld 3 mm circumferential

100%

FINAL

22 14 24 30 15 32 13

2x Fl 150x70x10

Main Girder top cord at middlemodule Block B,C,D,E,G2

Roof post SHS 25x2 top cord SHS 30x2

25 12

2x Fl 150x70x10

2x Fl 150x70x10

STB08

ST-109 ST-027

top cord SHS 30x2

Roof purlin RHS 80x40x2.5

Roof post SHS 25x2

201 202

CC

Connection EGA sheet to purlin

All Blocks

J -Hook M6 4.6 galvanized

Roof purlin RHS 80x40 Sealing Washer

Rubber,neoprene or Bitumen

Roof Purlin RHS 80x40

J -Hook M6 4.6 galvanized

STC09

ST-035 ST-039

Detail STC10 - Section 2-2 Scale 1:1

2 36 2

Detail STC10 - Section 1-1 Scale 1:1 STC10

ST-034,ST-035 ST-039

ST-039UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN MILLIMETER.

BLOCK-C, ADMINISTRATION & PHARMACY

TRUSS DETAIL SCALE 1:1,1:2

B

LO

C K -C

A

D M

IN

IS

TR

A

TI

O

N

P H

A R M

A C

Y

TR

U

S S D

ET

A

IL

-All structural steel: FE360 or equal

All bolts: Grade 4.6 or higher, galvanized welds without symbol: fillet weld welds without dimension: 3 mm

3 shop fillet weld 3 mm circumferential

100%

FINAL

O P Q

20 460 20 460 20

480 480

R

20460 20

C3

C1

C1C1

C3 C1

C2C4C4

C2 C4 C4 C2

C3C3

C2

O P Q R

B

B

AA

480 480

5cm Lean

Concrete (C5)

5cm Lean

Concrete (C5)

+0.048

14.8cm ground floor slab

5cm lean concrete

Selected compacted fill

0.2mm water proofing membrane

5cm Lean

Concrete (C5)

10cm ground floor slab

5cm lean concrete

Selected compacted fill

0.2mm water proofing membrane

5cm Lean

Concrete (C5)

±0.00

Epoxy f.f

Slab thickness 14.8cm

Epoxy f.f

Slab thickness 14.8cm

Ø c c

Ø c c

Ø c c

Ø c c

Ø c c

Ø c c

C2 C4

C3

C2

ST-041BST-040B

C1

C4

ST-041BST-040B ST-041BST-040B

ST-041BST-040B

D

D

F

F

S T

B

S T

B

E

E

S T

B

S T

B

C

C

ST-042B

U

ST-042BST-040B

V

ST-042BST-040B

W

ST-042BST-040B

466 975

466 975

S T

B

S T

B

S T

B

S T

B

See sheet 095B for continuity

1cm Expansion

Joint

Ø8 c/c15 - L=988

Ø8 c/c15 - L=678

Ø8 c/c15 - L=638

Ø c c

L

Ø c c

L

Ø c c

L

Ø c c

L

Ø c c

L

Ø8 c/c15 - L=988

Ø8 c/c15 - L=988

Ø8 c/c15 - L=508

Ø8 c/c15 - L=508

Ø8 c/c15 - L=508

Ø c c

Ø c c

608 58 a n

C o n c r e o u n d f l o o r s l a b n c r e t e

S e l e c t e d c o m p a c t e d f i l l t e r p r o o f i n g m e m b r a n e a n

C o n c r e a n

C o n c r e o u n d f l o o r s l a b n c r e t e

S e l e c t e d c o m p a c t e d f i l l t e r p r o o f i n g m e m b r a n e o u n d f l o o r s l a b n c r e t e

S e l e c t e d c o m p a c t e d f i l l t e r p r o o f i n g m e m b r a n e

Ø8c/c15

Ø8c/c15

Ø8c/c15

Ø8c/c15

Ø8c/c15

Ø8c/c15

Ø8c/c15

Ø8c/c15

Ø8c/c15

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETER.

ST-040B

KEY PLAN

BLOCK-D, DELIVERY

MAT FOUNDATION FOR NON EXPANSIVE SOIL SCALE 1:50

B

LO

C K -D

D

EL

IV

ER

Y

M A

T

FO

U N

D A

TI

O

N F

O R N

O N

E X P A

N S

IV

E S O

IL

-Concrete Cover 3cm

-Concrete Quality C-25

-Steel Grade S300

Top Reinforcement Bar

Bottom Reinforcement Bar

100%

FINAL

Ø

S t Ø c c

1 1

Ø

2 2

2 2

S t Ø c c

S t Ø c c

5cm lean concrete (C-5)

-0.45

±0.00

C1

U,V,W

+3.00

+2.80

ST-042BST-040B

ST-041B

ST-040B

Ø

S t Ø c c

1 1

Ø

2 2

2 2

S t Ø c c

S t Ø c c

5cm lean concrete (C-5)

S t Ø c c

2 2

+3.90

-0.45

±0.00

C2

U,V,W

+3.00

+2.80

ST-042BST-040B

ST-041B

ST-040B

St-Ø8c/c12.5-66

4Ø20

St-Ø8c/c10-66

4Ø20

10cm ground floor slab

5cm lean concrete (C-5)

Selected compacted fill

0.2mm water proofing membrane

5cm lean concrete (C-5)

±0.00

0.2mm water proofing membrane

Ø

S t Ø c c

1 1

Ø

2 2

2 2

S t Ø c c

S t Ø c c

5cm lean concrete (C-5)

S t Ø c c

2 2

+0.048

+3.90

-0.45

C4

U,V,W

+2.80

+3.00

ST-042BST-040B

ST-041BST-040B

Ø

S t Ø c c

1 1

Ø

2 2

2 2

S t Ø c c

S t Ø c c

5cm lean concrete (C-5)

-0.45

+0.048

C3

ST-041BST-040B

U,V,W

ST-042BST-040B

+3.00

+2.80

10cm ground floor slab

5cm lean concrete (C-5)

Selected compacted fill

0.2mm water proofing membrane

±0.00

0.2mm water proofing membrane

5cm lean concrete (C-5)

10cm ground floor slab

5cm lean concrete (C-5)

Selected compacted fill

0.2mm water proofing membrane

5cm lean concrete (C-5)

14.8cm ground floor slab

5cm lean concrete (C-5)

Selected compacted fill

0.2mm water proofing membrane

+0.048

0.2mm water proofing membrane

14.8cm ground floor slab

5cm lean concrete (C-5)

Selected compacted fill

0.2mm water proofing membrane

5cm lean concrete (C-5)

+0.048

0.2mm water proofing membrane

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETER.

ST-041B

KEY PLAN

B

LO

C K -D

D

EL

IV

ER

Y

C O

L U

I N

F O

R C

E M

E N

Y P

I C

G

A

D E

B E

C

T I O

P

A N

S I V

E

S

O I L

-Concrete Cover 3cm

-Concrete Quality C-25

-Steel Grade S300

-See Sheet 040B For Slab Reinforcement

BLOCK-D, DELIVERY

COLUMN REINFORCEMENT & TYPICAL GRADE

BEAM SECTIONS FOR NON EXPANSIVE SOIL SCALE 1:10,1:20

100%

FINAL

1 1 2 2 3 3

St-Ø8@10 L-66

Ø8 L-16

St-Ø8@25-126

Ø

BLOCK-D, DELIVERY

COLUMN - FOUNDATION CONNECTION

DETAIL FOR NON EXPANSIVE SOIL Scale 1:5,1:10

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETER.

ST-042B

B

LO

C K -D

D

EL

IV

ER

Y

C O

L U

O U

N D

A T

I O

N

C

O N

N E

C T

I O

N

D E

T A

P

A N

S I V

E

S

O I L

KEY PLAN

-Concrete Cover 5cm

-Concrete Cover 3cm For Column

-Concrete Quality C-25

-Steel Grade S300

-See Sheet 040B & 041B For Column &

Grade Beam Reinforcement

100%

FINAL

420260420

2Ø14 - 672

2Ø16 - 758

A

A

C A

C

C B

C

C

B

B

St-Ø8@25 St-Ø8@25 St-Ø8@25

2Ø14 - 672

420260420

2Ø14 - 672

2Ø16 - 1115

A

A

C

C

A

A

C

C

A

A

C

C

A

A

St-Ø8@25 St-Ø8@25 St-Ø8@25

2Ø14 - 672

O P Q

480480

1Ø20 - 320

2Ø20 -852

3Ø16 - 558

K

M

M

O

O

P

P

N

N

St-Ø8@25 St-Ø8@25

P

P O M

St-Ø8@25

O

O

3Ø16 -558

R

1Ø20 - 320

2Ø20 -852

±0.00

±0.00

±0.00

+0.048

+0.048

±0.00

2Ø16 - 514

3Ø16 - 652

ST-044B

ST-043B

C

ST-044B

ST-043B

A

ST-044B

ST-043B

O

ST-044B

ST-043B

M

ST-043B

ST-043B

B

ST-044B

ST-043B

K

2Ø14

2Ø16 +0.048

4Ø16

2Ø14

+0.048

4Ø16

2Ø14

+0.048

420260420

2Ø14 - 672

4Ø16 - 514

F

F

H

H

F

F

I

I

F

F

H

H

F

F

St-Ø8@25 St-Ø8@25 St-Ø8@25

2Ø14 - 672

2Ø12 - 440

4Ø16 - 514

420260420

2Ø14 - 672

4Ø16 - 468

E

E

H

H E

I

I F

H

H

F

F

St-Ø8@25 St-Ø8@25

St-Ø8@25

2Ø14 - 672

2Ø12 - 370

4Ø16 - 514

+0.048 +0.048

±0.00

+0.048

±0.00

2Ø16 - 540

2Ø16 - 540

137 137

ST-044B

ST-043B

E

ST-043B

ST-043B

F

O P Q

480480

1Ø16 - 320

2Ø16 -852

2Ø16 - 558

Q

Q

S

S U

V

V T

St-Ø8@25 St-Ø8@25

V

V

U

U

S

S

St-Ø8@25

Q

Q

2Ø16 -558

R

1Ø16 - 320

2Ø16 -852

±0.00

+0.048

137137

3Ø16 - 652

ST-044B

ST-043B

U

ST-044B

ST-043B

T

ST-044B

ST-043B

S

3Ø16

2Ø20

+0.048

3Ø16

2Ø20

+0.048

KEY PLAN

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETER.

ST-043B

BLOCK-D, DELIVERY

GRADE BEAM REINFORCEMENT FOR NON EXPANSIVE SOIL SCALE 1:10, 1:50

B

LO

C K -D

D

EL

IV

ER

Y

G R

A D

E

B

E A

M

R

E I N

F O

R C

E M

E N

T

F O

R

N

P

A N

S I V

E

S

O I L

-Concrete Cover 3cm

-Concrete Quality C-25

-Steel Grade S300

-See Sheet 040B For Slab Reinforcement

- See Sheet 045B For

Sections A,C,E,G,I,J,K,M, O,P,Q,S,T,U&V

100%

FINAL

2Ø14

2Ø16

2Ø14

2Ø16 4Ø16

2Ø14

2Ø12

2Ø14

2Ø16

St-Ø8@250-126

±0.00 ±0.00 & +0.048 ±0.00 ±0.00

2Ø16

3Ø16

2Ø20

±0.00

3Ø16

2Ø20

3Ø20 & 2Ø20

3Ø16

2Ø16

2Ø16

2Ø16 ±0.00 ±0.00 ±0.00 ±0.00

O P Q

480480

1Ø20 - 320

2Ø20 -654

3Ø16 - 590

L

L

N

N

P

P

P

P

M

M

St-Ø8@25 St-Ø8@25

O

O

O

O

M

M

St-Ø8@25

M

M

3Ø16 -528

R

1Ø20 - 320

2Ø20 -852

O P Q

480480

1Ø16 - 320

2Ø16 -852

2Ø16 - 590

T

T

T

T

V

V

V

V

S

S

St-Ø8@25 St-Ø8@25

U

U

U

U

S

S

St-Ø8@25

Q

Q

2Ø16 -528

R

1Ø16 - 320

2Ø16 -852

+0.048

±0.00

+0.048

±0.00

3Ø16 - 654

3Ø16 - 654

3Ø16

2Ø16 ±0.00

3Ø20

3Ø16

+0.048

2Ø16

3Ø16

+0.048

3Ø16

3Ø16

+0.048

St-Ø8@250-126

St-Ø8@250-134.8

KEY PLAN

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETER.

ST-044B

BLOCK-D, DELIVERY

GRADE BEAM REINFORCEMENTFOR NON EXPANSIVE SOIL SCALE 1:10, 1:50

B

LO

C K -D

D

EL

IV

ER

Y

G R

A D

E

B

E A

M

R

E I N

F O

R C

E M

E N

T

F O

R

N

P

A N

S I V

E

S

O I L

-Concrete Cover 3cm

-Concrete Quality C-25

-Steel Grade S300

-See Sheet 040B For Slab Reinforcement

-Refer ST-044B For

Sections B,D,F,H,L, & N

100%

FINAL

O P Q

20 460 20 460 20

480 480

R

20460 20

480480

3Ø12 - 807

3Ø12 -807

3Ø12 - 998

H

H

St-Ø8@12.5

St-Ø8@125 St-Ø8@125

3Ø12 -518

H

H

H

H

O P Q R

Ø

Ø

H H

H H

S t Ø

S t Ø

S t Ø

H H

Ø

+3.00

X

ST-046ST-045

Y

Z

ST-046ST-045

ST-046ST-045

6Ø12

St-Ø8@12.5-56

KEY PLAN

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETER.

ST-045

BLOCK-D, DELIVERY

TOP TIE BEAM LAYOUT, SECTION & REINFORCEMENT DETAILS SCALE 1:10,1:50

B

LO

C K -D

D

EL

IV

ER

Y

T O

P

T

A

M

L

A Y

O U

T

S

E C

T I O

N

R E

I N

F O

R C

E M

E N

T

D

E T

A I L

S

-Concrete Cover 3cm

-Concrete Quality C-25

-Steel Grade S300

100%

FINAL

1 1 2 2 3 3

St-Ø8@12.5 L-66

St-Ø8@10 L-66

Ø

BLOCK-D, DELIVERY

COLUMN TOP TIE BEAM CONNECTIONS SCALE 1:5,1:10

UNLESS OTHERWISE NOTED, ALL

DIMENSIONS SHOWN ARE IN CENTIMETER.

ST-046

B

LO

C K -D

D

EL

IV

ER

Y

C O