GROUND FLOOR PLAN (BUILDING 2) 0 0

GROUND FLOOR PLAN (BUILDING 2)

1 54320.50

SCALE 1:10001

W1W1

D1

A B C D

1

2

5000

3333 3333

10000

3333

W1

W1W1 W1

W1

A B C D

1

2

5000

3333 3333

10000

3333

ROOF PLAN (BUILDING 2)

1 54320.50

SCALE 1:10002

10° 5150

5750

HYDROCARBON COMPRESSOR,HYDROCARBON PUMP ROOM

FLASHING

ROOF GUTTERBUILDING LINE

10150

NOTES:- GROUND SLAB THICKNESS = 150 MM UNLESS NOTED OTHERWISE- GROUND SLAB REINFORCEMENT = T10@150 B/W T&B THROUGHOUT

C-01P-02 P-01

REFER DETAILSFOR FOUNDATION

XAD-4.02

XAD-4.02

E1AD-3.02

E2AD-3.02

XAD-4.02

XAD-4.02

E1AD-3.02

E2AD-3.02

PROJECT

PROPOSED LPG STATION

LOCATION

GDH.THINADHOO

ARCHITECTURAL DRAWING

DATEAPRIL 2021 DRAWING NO:

REV DESCRIPTION DATE

· DO NOT SCALE THE DRAWING IF IN DOUBT / PLEASEREFER TO THE DIMENSIONS GIVEN

· ALL DIMENSIONS SHALL BE VERIFIED ON SITE BEFOREEXECUTING THE WORKS.

· SHOP DRAWINGS SHALL BE APPROVED BEFORECOMMENCING OF CONSTRUCTION ORMANUFACTURING

AD-2.03

CHECKED BY

NOTES:

-

DESIGNED BY -

DRAWN BY -

TYPE

INDUSTRIAL

CLIENT

MALDIVES GAS

DRAWING TITLE

AS GIVEN

SCALE

AS GIVEN

SHEET SIZE

A4

543210.50

SCALE 1:100ELEVATION E1 (BUILDING 2)01

A B C D

3333

10000

33333333

FUNDATION DEPTH (-0.75m)

GRD LVL (0.00)

GRD FFL (+0.15)

1ST FFL (+3.85)

BUILDING HEIGHT (+5.26)

750

150

3850

1261

5261

543210.50

SCALE 1:100ELEVATION E2 (BUILDING 2)02FUNDATION DEPTH (-0.75m)

GRD LVL (0.00)

GRD FFL (+0.15)

1ST FFL (+3.85)


750

150

3850

1261

5261

1 2

5000

PROJECT


LOCATION

GDH.THINADHOO







AD-3.02

CHECKED BY

NOTES:

-

DESIGNED BY -

DRAWN BY -

TYPE

INDUSTRIAL

CLIENT

MALDIVES GAS

DRAWING TITLE

AS GIVEN

SCALE

AS GIVEN

SHEET SIZE

A4

543210.50

SCALE 1:100SECTION X-X (BUILDING 2)01

FUNDATION DEPTH (-0.75m)

GRD LVL (0.00)

GRD FFL (+0.15)

ROOF BEAM LVL (+3.85)


750

150

3850

1261

5261

1 2

5000

PROJECT


LOCATION

GDH.THINADHOO







AD-4.02

CHECKED BY

NOTES:

-

DESIGNED BY -

DRAWN BY -

TYPE

INDUSTRIAL

CLIENT

MALDIVES GAS

DRAWING TITLE

AS GIVEN

SCALE

AS GIVEN

SHEET SIZE

A4

FOUNDATION PLAN (BUILDING 2)

1 54320.50

SCALE 1:10001

A B C D

1

2

5000

3333 3333

10000

3333

FB1

FB1

FB1 FB1 FB1

FB1 FB1

FB1 FB1 FB1

F1,C1 F1,C1 F1,C1F1,C1

F1,C1

F1,C1F1,C1F1,C1

NOTE:- FOUNDATION DEPTH = 750 mm

800

800 800

800

800

800

800

800

800

800 800

800

800

800

800

800

PROJECT


LOCATION

GDH.THINADHOO

STRUCTURAL DRAWING






SD-2.02

CHECKED BY

NOTES:

-

DESIGNED BY -

DRAWN BY -

TYPE

INDUSTRIAL

CLIENT

MALDIVES GAS

DRAWING TITLE

AS GIVEN

SCALE

AS GIVEN

SHEET SIZE

A4

ROOF BEAM PLAN (BUILDING 2)

1 54320.50

SCALE 1:10001

A B C D

1

2

5000

3333 3333

10000

3333

RB1 RB1

RB1 RB1 RB1

RB1 RB1 RB1

PROJECT


LOCATION

GDH.THINADHOO

STRUCTURAL DRAWING






SD-2.06

CHECKED BY

NOTES:

-

DESIGNED BY -

DRAWN BY -

TYPE

INDUSTRIAL

CLIENT

MALDIVES GAS

DRAWING TITLE

AS GIVEN

SCALE

AS GIVEN

SHEET SIZE

A4

ROOF STRUCTURE PLAN (BUILDING 2)

1 54320.50

SCALE 1:10001

A B C D

1

2

5000

3333 3333

10000

3333

50x150 RHS RAFTERS @ 600mm C/C

DOWN PIPEGUTTER

NOTE:- Provide 50x100x3mm THK C PURLINGS @600 c/c FIXED

PERPENDICULAR TO RAFTERS (NOT SHOWN)

10150

5150

600

PROJECT


LOCATION

GDH.THINADHOO

STRUCTURAL DRAWING






SD-2.10

CHECKED BY

NOTES:

-

DESIGNED BY -

DRAWN BY -

TYPE

INDUSTRIAL

CLIENT

MALDIVES GAS

DRAWING TITLE

AS GIVEN

SCALE

AS GIVEN

SHEET SIZE

A4

ELEVATION

DOUBLE SWING DOOR

PLAN

D1

3.52m²OPEN AREA

SOUND PROOF FIRE RATED METAL DOOR WITH DOUBLEGLAZED CLEAR GLASS PANELDETAILS

FFL

ID

01 SCALE 1:50DOOR WINDOW SCHEDULE 01

1.5 2.5210.50.250

2200

870 870

1740

870 870

1740

SINGLE SWING DOORD2

1.94m²

FFL

1000

1000

2200

SINGLE SWING DOORD3

1.47m²

ALUMINUM FRAME WITH CLEAR TEMPERED GLASS

FFL

800

800

2150

TG TG TG

TG

SOUND PROOF FIRE RATED METAL DOOR WITH DOUBLEGLAZED CLEAR GLASS PANEL

PROJECT


LOCATION

GDH.THINADHOO







AD-5.01

CHECKED BY

NOTES:

-

DESIGNED BY -

DRAWN BY -

TYPE

INDUSTRIAL

CLIENT

MALDIVES GAS

DRAWING TITLE

AS GIVEN

SCALE

AS GIVEN

SHEET SIZE

A4

ELEVATION

ALUMINUM LOUVERS WITH FIXED GLASS

PLAN

W1

2.52m²OPEN AREA

ALUMINUM LOUVERS WITH 6mm THK DOUBLE TEMPEREDGLAZINGDETAILS

FFL

ID


1.5 2.5210.50.250

2000

400

95015

0010

00

2500

2000

DOUBLE SWING WINDOWW2

1.96m²

ALUMINUM FRAME WITH 6mm THK CLEAR TEMPEREDGLASS

FFL

1500

700 700

1500

1500

1000

2500

TG TG

EQ EQ EQ

1900

TG TG TG

AL

PROJECT


LOCATION

GDH.THINADHOO







AD-5.02

CHECKED BY

NOTES:

-

DESIGNED BY -

DRAWN BY -

TYPE

INDUSTRIAL

CLIENT

MALDIVES GAS

DRAWING TITLE

AS GIVEN

SCALE

AS GIVEN

SHEET SIZE

A4

ELEVATION

TOP HUNG WINDOW

PLAN

W3

0.81m²OPEN AREA

ALUMINUM FRAME WITH 6mm THK DOUBLE TEMPEREDGLAZINGDETAILS

FFL

ID


1.5 2.5210.50.250

2000

450

2500

2000

NOTES:SHOP DRAWINGS AND TECHNICAL SPECIFICATIONSFOR ALL DOORS AND WINDOWS SHOWING DETAILSOF SECTIONS, ASSEMBLY, TYPE OF LOCKS, HINGES,BOLTS AND HANDLES SHOULD BE SUBMITTED BYTHE CONTRACTOR FOR THE CONSULTANTSAPPROVAL.

- ALL MEASUREMENTS TO BE CHECKED ON SITE- ALL ELEVATIONS SHOWN FROM OUTSIDE AND ALLSWINGS OPEN OUT (UNLESS NOTED OTHERWISE)

CG = CLEAR GLAZINGFG = FIXED GLAZINGRG = REFLECTIVE GLASSFRG = FIXED REFLECTIVE GLASSFCG = FIXED CLEAR GLASSTG = TEMPERED GLASSST = SOLID TIMBERAL = ALUMINUM LOUVERSSL = SLIDING

SLIDING DIRECTION

EQ EQ EQ

TG TG TG

1950

PROJECT


LOCATION

GDH.THINADHOO







AD-5.06

CHECKED BY

NOTES:

-

DESIGNED BY -

DRAWN BY -

TYPE

INDUSTRIAL

CLIENT

MALDIVES GAS

DRAWING TITLE

AS GIVEN

SCALE

AS GIVEN

SHEET SIZE

A4

LYSAUGHT ROOFING SHEET

50 x 100 x 3mm THICK C PURLINS @ 600 C/C

50mX50mm ANGLE FASCIA

LYSAUGHT GUTTER

RC ROOF BEAM RB

50X100 RHS WALL PLATE FASTENEDTO RC BEAM WITH M12 ANCHOR BOLTS SPACED AT 1M CENTERS

50X150 RHS RAFTER @ 600 C/C

75 DIA DOWNPIPE

150 THK BLOCKWORK

10.80.60.40.20.10

SCALE 1:20

DETAIL - A01

LYSAUGHT FLASHING

LYSAGHT

ROOFING SHEET

50mmTHICK GLASS WOOL

INSULATION TO BE LAID ON

100 THK SOLID EXTERNAL

RC COPING BEAM

50x100mm RHS WALL PLATE

50X150 RHS RAFTERS @ 600mm C/C

BLOCKWORK

A WIRE MESH

10.80.60.40.20.10

SCALE 1:20

DETAIL - B02

50mmTHICK GLASS WOOL

INSULATION TO BE LAID ON

A WIRE MESH

50 x 100 x 3mm THICK C PURLINS @ 600 C/C

PROJECT


LOCATION

GDH.THINADHOO







AD-6.01

CHECKED BY

NOTES:

-

DESIGNED BY -

DRAWN BY -

TYPE

INDUSTRIAL

CLIENT

MALDIVES GAS

DRAWING TITLE

AS GIVEN

SCALE

AS GIVEN

SHEET SIZE

A4

WATERPROOFING BITUMINOUS

LIQUID MEMBRANE OR SIMILAR

WATERPROOFING MEMBRANE

BITUMINOUS FELT DPC THROUGH

ALL WALLS (1 COURSE ABOVE

FLOOR LEVEL)

13 MM PLASTERING ON ALL

INTERNAL SURFACES

0.0 NGL

GRD FFL

20 MM PLASTERING ON 100 MM

THICK SOLID BLOCK WALL

(10 MM 1ST COAT 10MM 2ND COAT)

150 MM THK SOLID BLOCK WALL

75 MM THK FLOOR SCREED 1:5CEMENT TO SAND MIXED WITHRHEOFIBER (OR EQUIVALENT) ANDFEBMIX DH (POWDER ADMIXTURE)

GROUND BEAM (OR FOUNDATION BEAM)

50 MM THK LEAN CONCRETE

WELL COMPACTED GROUND

-550 MM MINIMUM DEPTH

(UP TO CONCRETE BEAM)

MIN

550

500 MICRON THICK POLYETHYLENEWATER PROOFING LAYER BELOW GROUND SLAB

FFL

10.80.60.40.20.10

SCALE 1:20

DETAIL C - PERIMETER WALL01

PROJECT


LOCATION

GDH.THINADHOO







AD-6.02

CHECKED BY

NOTES:

-

DESIGNED BY -

DRAWN BY -

TYPE

INDUSTRIAL

CLIENT

MALDIVES GAS

DRAWING TITLE

AS GIVEN

SCALE

AS GIVEN

SHEET SIZE

A4

GENERAL NOTES

GENERAL

1. THE CONTRACTOR IS REQUIRED TO SUBMIT COORDINATED M&E PENETRATION

DRAWINGS FOR APPROVAL.

2. ALL STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL

ARCHITECTURAL AND SERVICE DRAWINGS, SPECIFICATIONS AND WRITTEN

INSTRUCTIONS IF ISSUED DURING THE COURSE OF THE CONTRACT. ALL

DISCREPANCIES SHALL BE REFEREED FOR DECISION BEFORE PROCEEDING

WITH THE WORK. IF A CONFLICT OCCURS BETWEEN GENERAL SPECIFICATIONS

AND ANY OF THESE DRAWINGS, THE INDIVIDUAL DRAWINGS SHALL GOVERN.

3. THE DRAWINGS SHALL NOT BE SCALED. ALL DIMENSIONS RELEVANT TO

SETTING OUT AND OFF-SITE SHALL BE VERIFIED BY THE CONTRACTOR BEFORE

CONSTRUCTION AND FABRICATION IS COMMENCED.

4. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE

RESPONSIBLE TO MAINTAIN THE STABILITY OF STRUCTURE AND ENSURE THAT

NO STRUCTURAL ELEMENT BE OVERSTRESSED UNDER CONSTRUCTION

ACTIVITIES.

5. WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE

RELEVANT RECENT BS CODES OR OTHER ACCEPTABLE STANDARDS.

6. BASED ON THE DRAWINGS AND SPECIFICATIONS THE CONTRACTOR SHALL

PRODUCE STRUCTURAL SHOP DRAWINGS FOR APPROVAL IF REQUESTED.

7. ALL DIMENSIONS TO STRUCTURAL DRAWINGS ARE IN MILLIMETERS UNLESS

STATED OTHERWISE. ALL LEVELS ARE EXPRESSED IN METERS.

8. THE REINFORCED CONCRETE DESIGN IS BASED ON BS 8110 'STRUCTURAL USE

OF CONCRETE'

9. REFER TO STANDARD AND TYPICAL DETAILS AS SHOWN IN THE TYPICAL

DRAWINGS FOR DETAILS NOT SHOWN SPECIFICALLY.

10. ALL PROPS AND FRAMEWORK FOR BEAMS AND SLABS SHALL BE REMOVED

BEFORE CONSTRUCTION OF ANY MASONRY WALLS OR OTHER PERMANENT

LOADING ON THE SLAB.

11. ALL NON-LOAD BEARING WALLS SHALL BE KEPT CLEAR OFF THE UNDERSIDE OF

SLABS AND BEAMS BY 30MM. THE JOINT SHALL BE FILLED WITH FIBRE BOARD

OR COMPRESSIBLE MATERIAL PRESSED METAL COVERING BOTH SIDES OF THE

JOINT, AND THE METAL COVERING SHALL BE FIXED TO SOFFIT OF THE BEAM

OR SLAB AS THE CASE MAYBE.

12. THE CONTRACTOR IS REQUIRED TO SUBMIT A DRAWING SHOWING THE

INTENDED SEQUENCE OF POURING, LOCATION AND DETAILS OF

CONSTRUCTION JOINTS TO MINIMIZE THE POSSIBILITY OF OCCURRENCE OF

SHRINKAGE CRACKS.

13. PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL SUBMIT THE

FOLLOWING FOR THE APPROVAL BY THE EMPLOYER'S PERSONNEL:

13.1. METHOD AND SEQUENCE OF CONSTRUCTION.

13.2. DESIGN AND CALCULATION OF TEMPORARY SUPPORT TO EXCAVATION

PREPARED AND APPROVED BY AN ACCREDITED GEOTECHNICAL

ENGINEER.

13.3. INSTRUMENTATION PROGRAMME TO MONITOR SOIL MOVEMENT, WATER

TABLE AND SETTLEMENT.

13.4. EFFECTS OF GROUND WATER LEVEL DRAW-DOWN.

13.5. PRECAUTIONARY MEASURES TO AVOID DAMAGE TO NEIGHBORING

BUILDING STRUCTURES.

FOUNDATIONS

1. ALL FOUNDATIONS HAS BEEN DESIGNED FOR SAFE GROUND PRESSURE OF 150

kN/m²

2. ALL BACKFILL SHOULD BE DONE WITH APPROVED MATERIAL AND SOURCE. ALL

BACKFILL SHOULD BE STRUCTURAL FILL, COMPACTED IN LAYERS AS

SPECIFIED.

3. WEAK POCKETS FOUND BELOW THE ASSUMED FOUNDATION LEVELS SHALL BE

REMOVED AND REPLACED BY PLAIN CONCRETE.

4. IN CASE OF EXCAVATIONS BELOW THE ASSUMED LEVEL OF THE FOUNDATION,

THE SOIL SHALL BE REPLACED BY PLAIN CONCRETE.

5. IN CASE GROUND WATER IS PRESENT ABOVE FOUNDATION LEVEL, THE

CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING THE SITE, AND

LOWERING THE GROUND WATER TO AT LEAST 70 cm BELOW LEVEL OF

FOUNDATIONS.

6. THE CONTRACTOR SHALL MAINTAIN DRY WORKING CONDITIONS THROUGHOUT

THE CONSTRUCTION PERIOD. RESTORING WATER TABLE CAN BE DONE AFTER

BACKFILLING AND COMPACTION UP TO THE SLAB ON GRADE LEVEL, OR AS

DIRECTED BY THE ENGINEER.

7. NO BACK FILLING SHALL BE PLACED AGAINST WALLS RETAINING EARTH,

UNLESS THE WALLS ACHIEVE SUFFICIENT STRENGTH TO PREVENT MOVEMENT

OR STRUCTURAL DAMAGE.

BOT OR BTM

-INVERT LEVEL

-BOTTOM OF BASE

-TEMPORARY

APPROX

ABBREVIATIONS

C/C

C

DET OR DTL

DIA

DPC

DWG

EF

EL

ELEV

B.W.

EW

FDN OR FND

FF

FS

FW

GA

IL

LG

BOB

MAX

MIN

MISC

MKD

Nos

℄

NOM

N/F

N/S

O/D

NTS

PROJ

QTY

RAD

SFL

SQ

STIFF

TEMP

THK

TOC

TOG

TO Platf

TOS

TOT

BOS

BOT

TYP

UNO

U/S

(T2)

(T1)

(B2)

(B1)

(UPB)

-APPROXIMATE

-BOTTOM

-CENTER TO CENTER

-COLUMN

-DETAIL

-DIAMETER

-DAMP PROOF COURSE

-DRAWING

-EACH FACE

-ELEVATION (HEIGHT)

-ELEVATION (VIEW)

-BOTH WAYS

-EACH WAY

-FOUNDATION

-FAR FACE

-FAR SIDE

-FILLET WELD

-GENERAL ARRANGEMENT

-LONG OR LENGTH

-MAXIMUM

-MINIMUM

-MISCELLANEOUS

-MARKED

-NOMINAL

-PROJECTION

-NUMBERS

-NEAR FACE

-NEAR SIDE

-OUTSIDE DIAMETER

-NOT TO SCALE

-QUANTITY

-RADIUS

-STRUCTURAL FINISH LEVEL

-SQUARE

-STIFFENER

-THICK (NESS)

-TOP OF COLUMN

-TOP OF GROUT

-TOP OF PLATFORM

-TOP OF STEEL

-TOP OF TRUSS

-BOTTOM OF STEEL

-BOTTOM OF TRUSS

-TYPICAL

-UNLESS NOTED OTHERWISE

-UNDERSIDE

-TOP STEEL BOTTOM RNFMT.

-TOP STEEL TOP RNFMT.

-BOTTOM STEEL TOP RNFMT.

-BOTTOM STEEL BOTTOM RNFMT.

-UPSTAND BEAM

-CENTER LINE

REQ'D -REQUIRED

TS -TOP OF SLAB

TOB -TOP OF BEAM

FFL -FINISHED FLOOR LEVEL

R.C. -REINFORCED CONCRETE

D/B -DISTRIBUTION BAR

B -BEAM

CO-ORD -CO-ORDINATE

BLDG -BUILDING

FB -FOUNDATION BEAM

PL -PAVEMENT LEVEL

SW -SHEAR WALL

G.I. -GALVANIZED IRON

CONCRETE

1. CEMENT SHALL BE ORDINARY PORTLAND CEMENT TO BS 12.

2. CONCRETE GRADE:

2.1. ALL IN-SITU STRUCTURAL CONCRETE SHALL HAVE MINIMUM 28 DAYS CUBE

STRENGTH AS SPECIFIED ON FOUNDATION PLAN TO THE RELEVANT

CLAUSES OF BS5328.

2.2. ALL PLAIN CONCRETE (OR BLINDING) SHALL HAVE MINIMUM 28 DAYS CUBE

STRENGTH OF 15 N/mm², TO THE RELEVANT CLAUSES OF BS5328.

3. AGGREGATES SHALL BE TO BS 882 WITH A NOMINAL SIZE OF 20 mm

4. SULPHATE RESISTING CEMENT SHALL BE USED FOR ALL CONCRETE IN

CONTACT WITH GARBAGE.

5. NO OPENINGS, HOLES, CHASES OR EMBEDMENT OF PIPES OTHER THAN THOSE

IN THE STRUCTURAL DRAWINGS SHALL BE MADE IN CONCRETE MEMBERS

WITHOUT PRIOR APPROVAL.

6. CONSTRUCTION AND EXPANSION JOINTS SHALL BE PROPERLY FORMED AND

USED ONLY WHERE SHOWN OR SPECIFICALLY APPROVED.

7. NO ELECTRICAL CONDUIT AND PIPES ARE TO BE CAST IN COLUMNS OR

THROUGH BEAMS WITHOUT PRIOR APPROVAL UNLESS OTHERWISE SHOWN IN

THE DRAWINGS.

8. OPENING IN SLABS:

8.1. FOR OPENING LESS THAN 300 x 300 mm, BARS SHALL BE RE-ARRANGED

AROUND THE OPENING.

8.2. FOR OPENINGS GREATER THAN 300 x 300 mm BUT LESS THAN 450 x 450 mm

AND NOT SHOWN ON PLAN, PROVIDE 2 DIA 12 TOP AND BOTTOM ALONG

EACH SIDE AND T16 DIAGONALLY AT CORNERS OR AS OTHERWISE

DETAILED. AMOUNT OF BARS DISCONTINUED DUE TO THE OPENING SHALL

BE PLACED AT THE RESPECTIVE SIDES.

8.3. OPENINGS GREATER THAN 450 x 450 mm AND NOT SHOWN ON PLAN SHALL

BE APPROVED.

9. SHEAR KEY SHALL BE PROVIDED AT ALL CONSTRUCTION JOINTS.

10. WATERPROOFING SYSTEM AS SPECIFIED IN THE SPECIFICATIONS SHALL BE

USED IN STRUCTURAL ELEMENTS WHICH ARE CONTINUOUSLY IN CONTACT

WITH SOIL OR WATER ON LIFT PIT, ROOF SLAB, R.C. RETAINING WALL AND RAFT

ETC.

11. TO PROVIDE INTEGRAL SEALING BETWEEN CONCRETE CAST IN-SITU IN

SEPARATE POUR, APPROVED WATERSTOP HAS TO BE INSTALLED FOR ALL

CONSTRUCTION JOINTS IN CONTACT WITH WATER AND SOIL.

12. SPECIAL RULES REGARDING CONCRETING IN HOT WEATHER SHALL BE

OBSERVED.

REINFORCEMENT

1. HIGH STRENGTH DEFORMED BARS DENOTED T SHALL CONFIRM TO BS-4449

WITH MINIMUM YIELD STRENGTH Fy= 460 N/mm², MILD STEEL DENOTED R SHALL

HAVE 250 N/mm² YIELD STRENGTH. WELDED WIRE MESH SHALL COMPLY WITH

BS-4483.

2. SPLICES IN REINFORCEMENT SHALL BE MADE ONLY IN THE POSITION SHOWN

OR AS OTHERWISE APPROVED

3. SPACER BARS SHALL BE PROVIDED AT 100cm CENTERS WHEREVER

REINFORCEMENT IS PLACED IN MORE THAN ONE LAYER, UNLESS STATED

OTHERWISE

4. WELDING OF REINFORCEMENT SHALL NOT BE PERMITTED. IF REINFORCEMENT

SHOULD BE WELDED, APPROVAL IS REQUIRED.

5. ALL REINFORCEMENT SHALL BE SUPPORTED IN ITS CORRECT POSITION

DURING CONCRETING BY APPROVED BAR CHAIRS, SPACERS, OR SUPPORT

BARS.

6. TYPICAL DEVELOPMENT AND SPLICES OF DEFORMED BARS WITH Fy = 460

N/mm² AND Fcu = 30 N/mm², (CUBE STRENGTH) SHALL BE AS FOLLOWS, UNLESS

OTHERWISE MENTIONED IN DRAWINGS:

6.1. BASIC TENSION DEVELOPMENT LENGTH, LD = 56 x BAR DIA

6.2. MINIMUM COMPRESSION DEVELOPMENT LENGTH, LDC = 40 x BAR DIA (OR

300mm WHICH EVER IS MORE)

7. BENDING OF REINFORCEMENTS SHALL BE IN ACCORDANCE WITH BS 4466.

PROJECT


LOCATION

GDH.THINADHOO

STRUCTURAL DRAWING






SD-1.01

CHECKED BY

NOTES:

-

DESIGNED BY -

DRAWN BY -

TYPE

INDUSTRIAL

CLIENT

MALDIVES GAS

DRAWING TITLE

AS GIVEN

SCALE

AS GIVEN

SHEET SIZE

A4

RC COVER & CONCRETE GRADE SCHEDULE (BS 5328)

MEMBER COVER CONCRETE GRADE

COLUMNS

FOUNDATION BEAMS AND PADS 50 mm

40 mm

FLOOR BEAMS 40 mm

C30

FLOOR SLABS & STAIRCASES 30 mm

STIFFENER AND LINTEL 30 mm C25

MASS CONCRETE - C25

LEAN CONCRETE - C15

C1

4T16

250

250

R6@150

ROOF BEAM DETAILS02

RC COLUMN DETAILS03

10.80.60.40.20.10

SCALE 1:20

STRUCTURAL DETAILS 1

R6 @150 C/C

2T16

2T16

350

200

RB1

R6 @150 C/C2T12

2T12

250

150

RB2

C2

150

150 4T12

R6@150

FOUNDATION BEAM DETAILS01

FB2

2T12

R6@150

2T12

200

200R6 @150 C/C

2T16

2T16

350

250

FB1

PROJECT


LOCATION

GDH.THINADHOO

STRUCTURAL DRAWING






SD-6.01

CHECKED BY

NOTES:

-

DESIGNED BY -

DRAWN BY -

TYPE

INDUSTRIAL

CLIENT

MALDIVES GAS

DRAWING TITLE

AS GIVEN

SCALE

AS GIVEN

SHEET SIZE

A4

75

0m

m

COLUMN

NATURAL GROUND LEVEL

AS GIVEN

TIE BEAM

AS

G

IV

EN

T12@150 C/C B/W BOTTOM

TYPE

F1

DIMENSIONS REINFORCEMENT

800mm x 800mm x 300mm

REFER TABLEREFER TABLE

REFE

R TA

BLE

REFER TABLE

COLUMN

FOUNDATION DEPTH = 750mm BELOW NATURAL GROUND LEVEL

TYPICAL FOOTING DETAILS

10.80.60.40.20.10

SCALE 1:2001

PROJECT


LOCATION

GDH.THINADHOO

STRUCTURAL DRAWING






SD-6.02

CHECKED BY

NOTES:

-

DESIGNED BY -

DRAWN BY -

TYPE

INDUSTRIAL

CLIENT

MALDIVES GAS

DRAWING TITLE

AS GIVEN

SCALE

AS GIVEN

SHEET SIZE

A4

GALVANIZED PLATE

ANCHORS AT 600

INRTERVALS

BLOCKWORK

PROVIDE GAUGE 22 G.I WIRE MESH

(400 WIDE) AT THE JOINT OR PROVIDE

FLEXIBLE SEALANT JOINT AS DIRECTED

STRUCTURE

200 600

50

PLASTER

BLOCKWORK

PLASTER

PROVIDE GAUGE 22 G.I WIRE MESH(400 WIDE)PLASTER AT THE JOINTOR PROVIDE FLEXIBLE SEALANT JOINTAS DIRECTED

2T12R6 @ 150

(CAST IN SITU AS MASONRY WORKPROCEEDS)

NOTE:

1. STIFFNER BEAMS/ COLUMNS SHALL BE REQUIRED TO WALL AREAS

GREATER THAN 12 SQ.M WHICH ARE UNSUPPORTED LATERALLY

BY CONCRETE WALLS OR COLUMNS

2. APPROVED FLEXIBLE SEALANT SHALL BE PROVIDED AT THE

INTERFACE OF CONCRETE AND BLOCKWORK MASONRY AS SHOWN

3. BLOCK WORK RATES SHOULD INCLUDE FOR ALL

CONSTRUCTION OF R.C. STIFFENER COLUMN / BEAMS

FLEXIBLE JOINTS, ANCHORS ETC

4. BLOCK WORK FOR EXTERIOR SHALL BE USED GALVANIE "X"

MESH

200 500

R.C. STRUCTURE

PROVIDE FLEXIBLE SEALANTJOINT AS DIRECTED

12 DIA GALVANIZEDANCHORS

STIFFENER BEAM

STIFFENER BEAM TO MAIN RC FRAME DETAIL

LINTEL BEAM

COVER = 30 MM

2T12

R6@150

COPING BEAM (CB)STIFFENER COLUMN (SC)

COVER = 30 MM COVER = 30 MM (T/B)

100

150

TYPICAL RC MEMBER DETAILS FOR 100mm AND 150mm THK WALLS

2T12

R6@150

100

200

2T12R6@150

100

100

10.80.60.40.20.10

SCALE 1:2001

BLOCK WORK ANCHOR DETAIL

10.80.60.40.20.10

SCALE 1:2002

10.80.60.40.20.10

SCALE 1:2003

STIFFENER TO WALL DETAIL

10.80.60.40.20.10

SCALE 1:2004

4T12R6@150

LINTEL BEAM

COVER = 30 MM

2T12

R6@150

COPING BEAM (CB)

4T12R6@150

STIFFENER COLUMN (SC)

COVER = 30 MM COVER = 30 MM (T/B)

150

150

150

150

150

250

PROJECT


LOCATION

GDH.THINADHOO

STRUCTURAL DRAWING






SD-6.03

CHECKED BY

NOTES:

-

DESIGNED BY -

DRAWN BY -

TYPE

INDUSTRIAL

CLIENT

MALDIVES GAS

DRAWING TITLE

AS GIVEN

SCALE

AS GIVEN

SHEET SIZE

A4

8mm THICK STEEL PLATE

FOUNDATION REINF. CAGE

FOUNDATION FRAME WORK

50mm Ø G.I PIPE

63mm Ø UPVC PIPE

10mm THICK EXPANDED

POLYSTHYENE SHEETS

METHOD OF PROTECTING ADJACENT STRUCTURES DURING EXCAVATION FORFOUNDATION

1. BEFORE THE LEVEL OF EXCAVATION REACHES THE BOTTOM OF THE ADJACENTFOUNDATION, PLACE THE STEEL PLATE AGAINST THE ADJACENT PROPERTY'AND DRIVE THE UPRIGHT G.I PIPES (WITH THE UPVC SLEEVES) INTO THEGROUND.

2. DRIVE THE STEEL PLATES 400-500 mm INTO THE GROUND3. EXCAVATE ANOTHER 300mm DEEPER.4. DRIVE THE STEEL PLATE ANOTHER 300mm DEEPER.5. FOLLOW THIS PROCEDURE UNTIL THE REQUIRED DEPTH (AS SHOWN IN THE

DIAGRAM) IS REACHED.6. PROP THE G.I PIPES USING WALING AND RAKING SHORES AS SHOWN IN THE

DIAGRAM.7. POUR THE FOUNDATION.8. AFTER 3 DAYS REMOVE THE UPRIGHT G.I PIPES AND PLACE THE WALING

AGAINST THE STEEL SHEET, USING RAKING SHORES AS BEFORE.9. GROUT THE SPACE INSIDE UPVC PIPES.10. WHILE BACKFILLING, REMOVE STEEL SHEETS AND RAKING SHORES.

NOTESTEEL PLATES MAY REQUIRE STIFFENING WITH WELDED ANGLES IN BOTH DIRECTIONS.EXCAVATION & SHORE PROTECTION MUST PROCEED IN PORTIONS, DECIDED BASED ONSITE CONDITIONS FOR MAXIMUM SAFETY & PROTECTION.

BOUNDARY LINE

PROPOSED

FOUNDATION

50mm Ø G.I PIPE

8mm THICK STEEL PLATE

10mm THICK EXPANDED

POLYSTHYENE SHEETS

AD

JA

CE

NT

B

UILD

IN

G

DEPTH

63Ø mm UPVC PIPE

50mm Ø G.I PIPE

RAKING SHORE

STEEL H-SECTION

REFER DETAIL 1 PROPERTY LINE

FOUNDATION

REINFORCED CAGE

63Ø mm UPVC PIPE

50mm Ø G.I PIPE

10mm THK EXPANDED

POLYSTHYENE SHEETS

8mm THK STEEL PLATE

FOUNDATION PROTECTION METHOD

PROPOSED FOUNDATION

1000 1000

GROUND LEVEL

600

1000

1000

FOUNDATION

PROPOSED

A

ADJACENT BUILDING

NTS01 SHORING DETAIL PLAN VIEW

SECTION A-ANTS

02

DETAIL 1NTS

04

NTS03

PROJECT


LOCATION

GDH.THINADHOO

STRUCTURAL DRAWING






SD-6.04

CHECKED BY

NOTES:

-

DESIGNED BY -

DRAWN BY -

TYPE

INDUSTRIAL

CLIENT

MALDIVES GAS

DRAWING TITLE

AS GIVEN

SCALE

AS GIVEN

SHEET SIZE

A4

GROUND FLOOR PLAN (BUILDING 2) 0 0

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