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I DEA OFZONI NG

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EXTERI ORPODI SANEXPOSEDSPECI ALPARTPROVI DI NG PRI VACY, TERRI TORI ALI TY ANDEXPERI ENCEUSI NG COLOUREDGLAZI NG, VI EW ANDLI GHTI NG

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WORKI NG ,COORDI NATI ONDRAWI NGSSAMPLES SAMPLEFROM MI LI TARYBASEI NAMMAN COORDI NATI ONOF32BUI LDI NGS ALLDRAWI NGSAREEXPORTEDFROM REVI T SAMPLEOFGENERALDETAI LSFORAI NALAZI ZI ACOMPLEXI NKSA

NORTH OF DWG

2775

3400

5050

2563

1350

DRAWING & THE DESIGN IT COVERS ARE THE PROPERTY OF AL AMAR CONSULTING GROUP S.A. (AMG).

THEY ARE MERELY LOANED & ON THE BORROWER'S EXPRESS AGREEMENT THAT THEY WON'T BE REPRODUCED, COPIED, LOANED , EXHIBITED NOR USED EXCEPT IN THE LIMITED WAY AND THE PRIVATE USE PERMITTED BY ANY WRITTEN CONSENT GIVEN BY THE LENDER TO THE BORROWER .

1635

1350

5050

3400

1525

5125 5425 CL

2563

2775 REFERENCE DRAWINGS

W09

W13

W01

L 1975

03 4050

VIP LOUNGE

G G

HVAC SHAFT ABOVE 06

+0.60 m F.F.L

HVAC SHAFT ABOVE

G-09B

+0.15 m F.F.L

G-07B

W01

W02

1008 958 W01 DN DN

W02

G-17D

+0.75 m F.F.L

3515

W01

+1.05 m F.F.L

W01

G-17C

+1.35 m F.F.L

02 06

1800

G-17B

A3 ELEC SHAFT ABOVE

A-FA-02-721

FM CYLINDERS G-16C

G-16B

2050

F.H.C 2250

G-17A

TRUE NORTH

1600 5740

DN 5740

6300 6300

1240

G-12B

A-FA-02-601

G-12A

A-FA-02-601

+1.35 m F.F.L

LOW CURRENT ROOM

W02

ENTRANCE

FM CYLINDERS CL

G-11A

G-16A

4310

W01

6300

VESTIBULE

W02

ENTRANCE

G-19A

A W01

+1.35 m F.F.L

C DNL

OCT. 2015

ISSUED FOR DESIGN DEVELOPMENT

JUNE. 2015

DATE

REV.

DESCRIPTIONS

MINISTRY OF DEFENCE (MOD) MINISTRY OF DEFENCE ENGINEERING SERVICES (MODES) SULTANATE OF OMAN

MAIN CONSULTANT

AL MANARAH Engineering Consultancy. Muscat,

W01 1750

ISSUED FOR DETAILED DESIGN

2100 2600

W02

500

2600 2100

AYDEM MILITARY CAMP - DHOFAR (MOD / 2013 / 010 A)

1251

W02

PROJECT

B 1249

+1.35 m F.F.L

G-19B

STAIRCASE

1240 790 1200

ELEC. ROOM

CLIENT

2250

8700

G-15

W01

2850

P.M. P.E. CHK.

C G-11B

C 2250

KEY PLAN N

2350 2300

1890

LECTURE HALL

3475

D 02

1885

W01

+1.20 m F.F.L

A-FA-02-301

800 700 800 5500

ACOUSTICALLY TREATED FOLDED DOOR REF. TO ID. G-17F

ACOUSTICALLY TREATED FOLDED DOOR REF. TO ID.

2115

2115 5500 17800 1500

1Â° 14

+0.90 m F.F.L

* FOR DETAILS REF. TO TYPICAL DETAILS REFER TO SERIES ( 900 )

A1 A-FA-02-351

ACOUSTICALLY TREATED FOLDED DOOR REF. TO ID.

G-17G

* FOR DOORS , WINDOWS, SHUTTERS AND GLAZED DOORS TYPES ,SCHEDULES & DETAILS REFER TO SHEET TYPE ( 821 )

+0.60 m F.F.L

2400

G-06B

CL ACOUSTICALLY TREATED FOLDED DOOR REF. TO ID.

*FOR TOILET FIXTURES & ACCESSORIES SCHEDULES REF. TO ID DRAWINGS

G-17E

CL 02

4110

* FOR WALL TYPES & DETAILS REFER TO SHEET TYPE ( 901 )

OFFICE

+0.45 m F.F.L

G-05

* FOR OPEN COURTS LANDSCAPE REFER TO LS DWG'S

TOILET

2075

3917

W01

2400

2060

+0.30 m F.F.L

G-17H

ACOUSTICALLY TREATED FOLDED DOOR REF. TO ID.

G-03

3730 2060

PANTRY

CORRIDOR

* FOR INTERIOR FINISHES SCHEDULES,FURNITURE REFER TO ID DWG's

G-04

7530

F.H.C

810

7850

110

1160

CORRIDOR

WAITING AREA

W01

HVAC SHAFT ABOVE

CORRIDOR

G-02

G-06A

G-07A

4110

HVAC SHAFT ABOVE 03

* UNLESS OTHERWISE NOTED,DOOR JAMB IS @ 200mm FROM NEAREST ADJACENT WALL FACE

G-01B

+0.00 m F.F.L

2975

2050

2975 06

G-08 06

K 1500

1800

* DO NOT SCALE DRAWINGS DIMENSIONS GIVEN SHALL GOVERN

3440

540

1500

G-09A 02

* UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN MILLIMETERS AND ELEVATION LEVELS ARE IN METERS

* GROUND FLOOR FINISH LEVEL (GROUND FFL 0.00 ). REFER TO LANDSCAPE DRAWINGS.

STAGE

G-09C

G-18

W01

NOTES:

W01

8850 5650

G-09E

1200 4500 42900

5650 8850

G-01A

3440

W09

HVAC SHAFT ABOVE

42900 4500

W09

2475

G-10

G-09D TOILET

W09

DWG NO.

WAITING AREA

A-FA-02-302

540

200

W01

1700

A-FA-02-351

A-FA-02-302

A-FA-02-351 36350 1635 2930 25500 4450 CL

700 700 CL CL

1215

5125 5425 CL

P.O.Box No: 3239, Postal Code: 112, Sultanate of Oman Sultanate of Oman.

Tel: 24475698, Fax; 24475840, GSM:99310484 E-mail : manarahec@yahoo.com

A-FA-02-721

AL MANARAH consulting engineers

Location : F.Floor, Flat No:11, Bldg No:706, Way No:4909. Area : Al Thaimur Mosque, Al Khuwair, Muscat

IN ASSOCIATION WITH: 20 STREET NO.302, NEW MAADI, CAIRO, EGYPT P.O.BOX 50

SAKR KORAISH, MAADI 11931 TEL: +202 251 776 70 FAX: +202 251 776 76 e-mail:info@alamargroup.com www.alamargroup.com

BLD. NAME LECTURE HALL

A-FA-02-351

DWG. TITLE

A-FA-02-301 958 1008 2775

A 1

200

1150 3400 3400

5125

2940

2249

4400 6700 8900

6299 5050

GROUND FLOOR PLAN 1 : 100

100

2251

GROUND FLOOR PLAN

2110 6301 5050

3400 3400

5125

2775

PROJECT NO.

SCALE

DWG. NUMBER

SIZE

REVISION

A-FA-02-201

41580 200

845

1 : 100

AL AMAR CONSULTING GROUP S.A. (AMG)

5 DRAWING & THE DESIGN IT COVERS ARE THE PROPERTY OF AL AMAR CONSULTING GROUP S.A. (AMG). THEY ARE MERELY LOANED & ON THE BORROWER'S EXPRESS AGREEMENT THAT THEY WON'T BE REPRODUCED, COPIED, LOANED , EXHIBITED NOR USED EXCEPT IN THE LIMITED WAY AND THE PRIVATE USE PERMITTED BY ANY WRITTEN CONSENT GIVEN BY THE LENDER TO THE BORROWER .

REFERENCE DRAWINGS

DWG NO.

NOTES:

UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN MILLIMETERS AND ELEVATION LEVELS ARE IN METERS

* DO NOT SCALE DRAWINGS , DIMENSIONS GIVEN SHALL GOVERN.

10.35 m

TOPR

TOC

1200

TOP OF UPPER PARAPET 9.15 m

TOC

ROOF PLAN

9.15 m

* FOR CEILING LEVEL AND DECORATIONS, REFER TO INTERIOR DESIGN DRAWINGS.

ACOUSTIC PANEL . REF TO ID

1200

6767

FIRST FLOOR

9000

TOPR

5110

5260

5000

1200

9000

5.25 m

4400

3950

3720

3700

AUDIO / VISUAL ROOM 01

2700

RC. LINTEL\REF. TO ST. DWG.

6.45 m

TOP OF LOWER PARAPET FFL

* FOR CURTAIN WALL, WINDOW, SHUTTER, GLAZED DOOR, SCREEN & LOUVER TYPES REF. TO FLOOR PLANS.

ROOF PLAN

D TOPR

10.35 m

TOP OF UPPER PARAPET

1200

TOPR

* FOR GENERAL NOTES ,LEGENDS,SYMBOLS AND ABBREVIATIONS REFER TO SHEET ( A-FA-02-002,003 )

* FOR SLABS,BEAMS,COLUMNS,POSTS AND MACHINE PADS REF TO STRUCTURE DRAWINGS.

6.45 m

TOP OF LOWER PARAPET FFL

5.25 m

FIRST FLOOR

ACOUSTIC CEILING . REF. TO ID

3300

CARPET BONDED TO OPEN CELL FOAM.REF TO ID

FFL

1.35 m

GROUND FLOOR

STAGE LIGHT STRUCTURE

F.F.L. GRADE LEVEL

600

GROUND FLOOR

2235

1.35 m

3900

1643

STAGE

1665

LECTURE HALL 3400

3400

FFL

3573

ENTRANCE

2200

3900

VESTIBULE RC. LINTEL\REF. TO ST. DWG.

F.F.L. GRADE LEVEL

Section 01 1 : 100

100

200

KEY PLAN C1 A-FA -02-351

A-FA -02-351

C1 A-FA -02-351

TOPR

10.35 m

TOPR

TOP OF UPPER PARAPET TOC

9.15 m

FFL

5.25 m

WAITING AREA

GROUND FLOOR

ACOUSTICALLY TREATED FOLDED DOOR REF. TO ID.

H.H

ISSUED FOR DESIGN DEVELOPMENT

JUNE. 2015

DATE

REV.

DESCRIPTIONS

6.45 m

PROJECT

TOP OF LOWER PARAPET FFL

AYDEM MILITARY CAMP - DHOFAR (MOD / 2013 / 010 A)

5.25 m

AL MANARAH Muscat,

CORRIDOR G

Engineering Consultancy.

CEILING LEVEL CORRIDOR

MAIN CONSULTANT

CEILING LEVEL

1.35 m

MINISTRY OF DEFENCE (MOD) MINISTRY OF DEFENCE ENGINEERING SERVICES (MODES) SULTANATE OF OMAN

9.15 m

ACOUSTIC PANELS . REF TO ID. DWG.

LECTURE HALL ACOUSTICALLY TREATED FOLDED DOOR REF. TO ID

OCT. 2015

3900

3900 FFL

CEILING LEVEL REF.TO ID.DWG.

ISSUED FOR DETAILED DESIGN

P.M. P.E. CHK.

FIRST FLOOR ACOUSTIC PANELS . REF TO ID. DWG.

TOC

2700

FIRST FLOOR

9000

TOP OF LOWER PARAPET

H.H

CLIENT

TOPR 1200

6.45 m 1200

TOPR

9000

TOP OF UPPER PARAPET

ROOF PLAN 2700

ROOF PLAN

10.35 m

FFL

OFFICE G

P.O.Box No: 3239, Postal Code: 112, Sultanate of Oman Sultanate of Oman.

1.35 m

Tel: 24475698, Fax; 24475840, GSM:99310484 E-mail : manarahec@yahoo.com

GROUND FLOOR

AL MANARAH consulting engineers

Location : F.Floor, Flat No:11, Bldg No:706, Way No:4909. Area : Al Thaimur Mosque, Al Khuwair, Muscat

IN ASSOCIATION WITH: 20 STREET NO.302, NEW MAADI, CAIRO, EGYPT P.O.BOX 50

F.F.L.

GRADE LEVEL

SAKR KORAISH, MAADI 11931 TEL: +202 251 776 70 FAX: +202 251 776 76 e-mail:info@alamargroup.com www.alamargroup.com

GRADE LEVEL

BLD. NAME LECTURE HALL DWG. TITLE SECTIONS

A 1

PROJECT NO.

Section 02 1 : 100

100

200

A 2

845

SCALE

1 : 100

AL AMAR CONSULTING GROUP S.A. (AMG)

DWG. NUMBER

SIZE

REVISION

A-FA-02-351

5 DRAWING & THE DESIGN IT COVERS ARE THE PROPERTY OF AL AMAR CONSULTING GROUP S.A. (AMG).

NORTH OF DWG

THEY ARE MERELY LOANED & ON THE BORROWER'S EXPRESS AGREEMENT THAT THEY WON'T BE

13000

MATCHLINE

N 14000

4720

2880

2520

4480

2480

SEE A-FA-04-201-02

REPRODUCED, COPIED, LOANED , EXHIBITED NOR USED EXCEPT IN THE LIMITED WAY AND THE PRIVATE USE PERMITTED BY ANY WRITTEN CONSENT GIVEN BY THE LENDER TO THE BORROWER .

REFERENCE DRAWINGS

DWG NO.

2920

NOTES: * GROUND FLOOR FINISH LEVEL (GROUND FFL 0.00 ) AS INDICATED IN DRAWINGS IS EQUIVALENT TO LEVEL (#### m) AS SHOWN IN SITE DRAWINGS.

A4 CL

650

R 01

W05

650

3500

W05

W09

W05

GR-21

A-FA-04-722

* UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN MILLIMETERS AND ELEVATION LEVELS ARE IN METERS

W05

* DO NOT SCALE DRAWINGS DIMENSIONS GIVEN SHALL GOVERN

* FOR GENERAL NOTES ,LEGENDS,SYMBOLS AND ABBREVIATIONS REFER TO SHEET ( A-AC-04-002,003 )

W05

* FOR OPEN COURTS LANDSCAPE REFER TO LS DWG'S

11250

*FOR TOILET FIXTURES & ACCESSORIES SCHEDULES REF. TO SHEETS TYPE ( 901 )

W05 * FOR DOORS , WINDOWS, SHUTTERS AND GLAZED DOORS TYPES ,SCHEDULES & DETAILS REFER TO SHEET TYPE ( 821 )

2400

* FOR WALL TYPES & DETAILS REFER TO SHEET TYPE ( 901 )

HVAC SHAFT ABOVE

450

2850

* UNLESS OTHERWISE NOTED,DOOR JAMB IS @ 200mm FROM NEAREST ADJACENT WALL FACE * FOR INTERIOR FINISHES SCHEDULES,FURNITURE REFER TO ID DWG's

1300

580

* FOR DETAILS REF. TO TYPICAL DETAILS REFER TO SERIES ( 900 )

M 1650

M 03

L DN

2350

+0.45 m F.F.L

2130 06 OPEN TO ABOVE

A-FA-04-351

TRUE NORTH

KEY PLAN

PRAYER HALL 01

2350

HVAC SHAFT ABOVE

+0.00 m F.F.L

QIBLA

+0.00 m F.F.L

1700 01

750

530

4950

W05 HVAC SHAFT ABOVE

11230

PART-2

FHC

1650

PART-1

103

90 °

A-FA-04-351

9820

4700

67 °

H.H

A.S

ISSUED FOR DETAILED DESIGN

OCT. 2015

H.H

A.S

ISSUED FOR DESIGN DEVELOPMENT

JUNE. 2015

DATE

REV.

P.M. P.E. CHK.

DESCRIPTIONS

CLIENT

5100

580

W05

MINISTRY OF DEFENCE (MOD) MINISTRY OF DEFENCE ENGINEERING SERVICES (MODES) SULTANATE OF OMAN

650

PROJECT 01

GR-20

AYDEM MILITARY CAMP - DHOFAR (MOD / 2013 / 010 A)

C W05

W05

W09 3000

W05

DN C L

W05

MAIN CONSULTANT

AL MANARAH Engineering Consultancy. Muscat, P.O.Box No: 3239, Postal Code: 112, Sultanate of Oman Sultanate of Oman. Tel: 24475698, Fax; 24475840, GSM:99310484 E-mail : manarahec@yahoo.com

DN 2880

2480

A1 A-FA-04-601

A 1

20 STREET NO.302, NEW MAADI, CAIRO, EGYPT P.O.BOX 50

14000

SAKR KORAISH, MAADI 11931 TEL: +202 251 776 70 FAX: +202 251 776 76 e-mail:info@alamargroup.com www.alamargroup.com

BLD. NAME BIG MOSQUE DWG. TITLE GROUND FLOOR PLAN- PART (1)

PROJECT NO.

GROUND FLOOR PLAN PART 1 1 : 100

100

200

A 2

Location : F.Floor, Flat No:11, Bldg No:706, Way No:4909. Area : Al Thaimur Mosque, Al Khuwair, Muscat

IN ASSOCIATION WITH:

2920

SEE A-FA-04-201-02

13000

4520

MATCHLINE

4720

2520

AL MANARAH consulting engineers

845

SCALE

1 : 100

AL AMAR CONSULTING GROUP S.A. (AMG)

DWG. NUMBER

SIZE

REVISION

A-FA-04-201-01

3 04

NORTH OF DWG

3150

4050

430

3100

1550

DRAWING & THE DESIGN IT COVERS ARE THE PROPERTY OF AL AMAR CONSULTING GROUP S.A. (AMG). THEY ARE MERELY LOANED & ON THE BORROWER'S EXPRESS AGREEMENT THAT THEY WON'T BE REPRODUCED, COPIED, LOANED , EXHIBITED NOR USED EXCEPT IN THE LIMITED WAY AND THE PRIVATE

14400

USE PERMITTED BY ANY WRITTEN CONSENT GIVEN BY THE LENDER TO THE BORROWER .

5950

4500

3800

4200

6500 REFERENCE DRAWINGS

HVAC SHAFT ABOVE

12300

A-FA-04-352

1960

DWG NO.

T 03

STORAGE GR

ELEC SHAFT ABOVE

650

GR-10

6510

* FOR GENERAL NOTES ,LEGENDS,SYMBOLS AND ABBREVIATIONS REFER TO SHEET ( A-AC-04-002,003 ) 3500

04 9

GR-8B

1300

460

* FOR OPEN COURTS LANDSCAPE REFER TO LS DWG'S

RAMP DOWN

SHOE RACK

SHOE RACK GR

GR-8A

2400

FHC

03 06

* FOR DETAILS REF. TO TYPICAL DETAILS REFER TO SERIES ( 900 )

HVAC SHAFT ABOVE

L GR-11C

W06 450

1150

2350

GR-7C GR-6C

* FOR DOORS , WINDOWS, SHUTTERS AND GLAZED DOORS TYPES ,SCHEDULES & DETAILS REFER TO SHEET TYPE ( 821 )

HVAC SHAFT ABOVE

W08

*FOR TOILET FIXTURES & ACCESSORIES SCHEDULES REF. TO SHEETS TYPE ( 901 )

1650

W08

ABLUTION

500

2850

SLOPE 10%

03 300

* FOR WALL TYPES & DETAILS REFER TO SHEET TYPE ( 901 )

950

HVAC SHAFT ABOVE

* UNLESS OTHERWISE NOTED,DOOR JAMB IS @ 200mm FROM NEAREST ADJACENT WALL FACE * FOR INTERIOR FINISHES SCHEDULES,FURNITURE REFER TO ID DWG's

TOILET

500

06 03

* DO NOT SCALE DRAWINGS DIMENSIONS GIVEN SHALL GOVERN

* UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN MILLIMETERS AND ELEVATION LEVELS ARE IN METERS

GR-8F

+0.00 m F.F.L

GR-8K

GR-16

* GROUND FLOOR FINISH LEVEL (GROUND FFL 0.00 ) AS INDICATED IN DRAWINGS IS EQUIVALENT TO LEVEL (#### m) AS SHOWN IN SITE DRAWINGS.

GR-14

630

L.C. ROOM

GR-8G

650

940

01 03

3910

1700

A-FA-04-722 1050

024

NOTES:

GR-19B

GR-18A 400

GR-8C

022

400

GR-8D

GR-11

GR-8H

GR-19A

GR-8J

350

MINARET STAIR

07 GR-15

3500

022

4000

05 ELEC. ROOM

400 1000

MATCHLINE

SEE A-FA-04-201-01

4220

6500

GR-8E

HVAC SHAFT ABOVE 03

1200

GR-11A

W06

06 SHOE RACK GR

SHOE RACK GR

06 03

HVAC SHAFT ABOVE

W08

950

4950

ABLUTION

W08

500

RAMP DOWN

300

LIBRARY GR

GR-2A

IMAM LIVING ROOM GR

A 1

100

GR-12

DATE

REV.

DESCRIPTIONS

MINISTRY OF DEFENCE (MOD) MINISTRY OF DEFENCE ENGINEERING SERVICES (MODES) SULTANATE OF OMAN

IMAM BED ROOM GR

Location : F.Floor, Flat No:11, Bldg No:706, Way No:4909. Area : Al Thaimur Mosque, Al Khuwair, Muscat

IN ASSOCIATION WITH: 20 STREET NO.302, NEW MAADI, CAIRO, EGYPT P.O.BOX 50 SAKR KORAISH, MAADI 11931 TEL: +202 251 776 70 FAX: +202 251 776 76 e-mail:info@alamargroup.com www.alamargroup.com

A-FA-04-601

BLD. NAME BIG MOSQUE

3600

AL MANARAH consulting engineers

300 01 IMAM BATHROOM

03 01

1550

JUNE. 2015

Muscat,

W05

DWG. TITLE GROUND FLOOR PLAN- PART(2)

1900

5950

4500

200

ISSUED FOR DESIGN DEVELOPMENT

Tel: 24475698, Fax; 24475840, GSM:99310484 E-mail : manarahec@yahoo.com

650

MATCHLINE

430

A.S

Engineering Consultancy.

A 4680

H.H

P.O.Box No: 3239, Postal Code: 112, Sultanate of Oman Sultanate of Oman.

03 1630 3100

AL MANARAH

6510

1050

GROUND FLOOR PLAN PART 2 1 : 100

06 400

GR-2B

01 1400

SEE A-FA-04-201-01

MAIN CONSULTANT

950

GR-3

OCT. 2015

3500

ISSUED FOR DETAILED DESIGN

350

LOBBY

A.S

AYDEM MILITARY CAMP - DHOFAR (MOD / 2013 / 010 A)

200 W05

H.H

PROJECT

+0.00 m F.F.L

850

4000

GR-4

GR-13

GR-18B

950

650

03 630

D 5100

CLIENT

SLOPE 10% 06

P.M. P.E. CHK.

PART-2

06 200

GR-5A 06

67 °

PART-1

A-FA-04-351

400

TRUE NORTH

KEY PLAN

QIBLA

GR-7A

90 °

+0.00 m F.F.L

GR-6A

010

47800

GR-11B

+0.00 m F.F.L

1650

HVAC SHAFT ABOVE

GR-7B

1300

34790

GR-6B

A-FA-04-351

ENTRANCE

MAIN ENTRY LOBBY

2350

4700

PRAYER HALL LOBBY

3800

6500

4200

A-FA-04-352

PROJECT NO.

A 5

845

SCALE

1 : 100

AL AMAR CONSULTING GROUP S.A. (AMG)

DWG. NUMBER

SIZE

REVISION

A-FA-04-201-02

REFERENCE DRAWINGS

DWG NO.

NOTES: UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN MILLIMETERS AND ELEVATION LEVELS ARE IN METERS * DO NOT SCALE DRAWINGS , DIMENSIONS GIVEN SHALL GOVERN. 01 * FOR GENERAL NOTES ,LEGENDS,SYMBOLS AND ABBREVIATIONS REFER TO SHEET ( A-AC-04-002,003 ) 01

* FOR CURTAIN WALL, WINDOW, SHUTTER, GLAZED DOOR, SCREEN & LOUVER TYPES REFER TO FLOOR PLANS. * FOR CEILING LEVEL AND DECORATIONS, REFER TO INTERIOR DESIGN DRAWINGS.

6000

D 32.00 m

FFL 1000

MINARET - 03 FFL 31.00 m

1000

FFL

MINARET - 05

* FOR SLABS,BEAMS,COLUMNS,POSTS AND MACHINE PADS REF TO STRUCTURE DRAWINGS.

32.00 m

MINARET - 03 FFL 31.00 m MINARET - 05

12000

3490

FFL

12000

20.00 m

FFL

MINARET - 02 FFL 19.00 m

20.00 m

MINARET - 02 FFL 19.00 m

MINARET-06

KEY PLAN

MINARET-06

FFL

11.70 m

2200

3000

TOPR

G-906 01

1500

A3 50

600 500

TOPR

9.50 m

TOC

8.00 m

ROOF

B R

0 98

H.H

A.S

ISSUED FOR DETAILED DESIGN

OCT. 2015

H.H

A.S

ISSUED FOR DESIGN DEVELOPMENT

JUNE. 2015

DATE

REV.

8000

AYDEM MILITARY CAMP - DHOFAR (MOD / 2013 / 010 A) MAIN CONSULTANT PAINT ON CEMENT PLASTER OFF WHITE COLOR

AL MANARAH Engineering Consultancy. Muscat, P.O.Box No: 3239, Postal Code: 112, Sultanate of Oman Sultanate of Oman.

FFL 01

F.F.L.

PAVEMENT

600

0.00 m

GROUND FLOOR PLAN

DESCRIPTIONS

MINISTRY OF DEFENCE (MOD) MINISTRY OF DEFENCE ENGINEERING SERVICES (MODES) SULTANATE OF OMAN

G-905 FFL

PROJECT

4650

6120

6000

4650

6650

7250

8000

80 19

CLIENT

G-906 01

P.M. P.E. CHK.

LOWER ROOF 730 650 1100

G-906

GRC CRENELLATION

G-906

650

G-906

650

ROOF

G-906

12.00 m

MINARET - 01

1100

1500

8.00 m

1900

9.50 m

LOWER ROOF TOC

FFL

UPPER ROOF

1300 500

2200

UPPER ROOF

TOPR

12.00 m

MINARET - 01

11.70 m

1000

TOPR

PART-2

7300

6500

7510

PART-1 7300

32000

A-AC-04-301

0.00 m

Tel: 24475698, Fax; 24475840, GSM:99310484 E-mail : manarahec@yahoo.com

GROUND FLOOR PLAN

AL MANARAH consulting engineers

Location : F.Floor, Flat No:11, Bldg No:706, Way No:4909. Area : Al Thaimur Mosque, Al Khuwair, Muscat

IN ASSOCIATION WITH: 20 STREET NO.302, NEW MAADI, CAIRO, EGYPT P.O.BOX 50

F.F.L.

PAVEMENT

SAKR KORAISH, MAADI 11931 TEL: +202 251 776 70 FAX: +202 251 776 76 e-mail:info@alamargroup.com www.alamargroup.com

BLD. NAME BIG MOSQUE DWG. TITLE ELEVATION 01

A 1

PROJECT NO.

ELEVATION 01 1 : 100

100

200

A 2

845

SCALE

1 : 100

AL AMAR CONSULTING GROUP S.A. (AMG)

DWG. NUMBER

SIZE

REVISION

A-FA-04-301

5 DRAWING & THE DESIGN IT COVERS ARE THE PROPERTY OF AL AMAR CONSULTING GROUP S.A. (AMG).

NORTH OF DWG

REFERENCE DRAWINGS

DWG NO.

NOTES: * GROUND FLOOR FINISH LEVEL (GROUND FFL 0.00 ). REFER TO LANDSCAPE DRAWINGS. * UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN MILLIMETERS AND ELEVATION LEVELS ARE IN METERS EXPANSION JOINT

5400

3050

6150 LOW CURRENT

2400

B-13

A16

* FOR INTERIOR FINISHES SCHEDULES,FURNITURE REFER TO ID DWG's

D A15

-6.40 m F.F.L

2550

SUMPPIT

B-14

A14

*FOR TOILET FIXTURES & ACCESSORIES SCHEDULES REF. TO ID DRAWINGS

A13

* FOR DOORS , WINDOWS, SHUTTERS AND GLAZED DOORS TYPES ,SCHEDULES & DETAILS REFER TO SHEET TYPE ( 821 )

A12

* FOR DETAILS REF. TO TYPICAL DETAILS REFER TO SERIES ( 900 )

1800 1400

600

3200

STORE B

* FOR OPEN COURTS LANDSCAPE REFER TO LS DWG'S * FOR WALL TYPES & DETAILS REFER TO SHEET TYPE ( 901 )

250

A13 A12

* UNLESS OTHERWISE NOTED,DOOR JAMB IS @ 200mm FROM NEAREST ADJACENT WALL FACE

A15

A14

2400

5400

A17

2550

5400

6400

5400

850

250

FM CYLINDER

250

A17 A16

* DO NOT SCALE DRAWINGS DIMENSIONS GIVEN SHALL GOVERN

A-FA-10-201-01

A11 2800

POOL ABOVE

6400

-4.30 m F.F.L B-15

2800

A11

A10

A10 07

2800 600

2800

A09

STORE B

3600

B-16

06 B-18

B-17E

B-17C

A05

-4.30 m F.F.L

HVAC,PLUMB. SHAFT ABOVE

-4.30 m F.F.L

PIT WATER TANK

PUMP ROOM

-5.80 m F.F.L

EARTH

1000

B-20 950

A-FA-10-725

ACCESS HATCH ABOVE 2800

ISSUED FOR DETAILED DESIGN

OCT. 2015

ISSUED FOR DESIGN DEVELOPMENT

JUNE. 2015

DATE

REV.

P.M. P.E. CHK.

DESCRIPTIONS

CLIENT

F.H.C

150

PUMP ROOM ACCESS ABOVE

A03

STAIR 07

A04

A03 2800

3000

07 B-17B 600

-3.80 m F.F.L

B-17A

A05

5700

2200

WATER TRENCH

PART-2

A06

2200

1400

B-19

A04

1500

TRUE NORTH

B-17D

A07

3000

1800

JANITOR

TOILETB-17F

650

A06

3400

EARTH

3400

B-17G

1800

KEY PLAN

PART-1 6400

STORE B

600

A07

A08

3300

3600

A08

1Â° 14

4750

MINISTRY OF DEFENCE (MOD) MINISTRY OF DEFENCE ENGINEERING SERVICES (MODES) SULTANATE OF OMAN PROJECT

A02

AYDEM MILITARY CAMP - DHOFAR (MOD / 2013 / 010 A)

A02 PUMP ROOM SUMPPIT

500

4900

500

5400

30700 5400

5400

MAIN CONSULTANT

A-FA-10-724 5400

3050

AL MANARAH

6150

Engineering Consultancy. Muscat,

38400

P.O.Box No: 3239, Postal Code: 112, Sultanate of Oman Sultanate of Oman. Tel: 24475698, Fax; 24475840, GSM:99310484 E-mail : manarahec@yahoo.com

AL MANARAH consulting engineers

Location : F.Floor, Flat No:11, Bldg No:706, Way No:4909. Area : Al Thaimur Mosque, Al Khuwair, Muscat

IN ASSOCIATION WITH:

20 STREET NO.302, NEW MAADI, CAIRO, EGYPT P.O.BOX 50 SAKR KORAISH, MAADI 11931 TEL: +202 251 776 70 FAX: +202 251 776 76 e-mail:info@alamargroup.com www.alamargroup.com

BLD. NAME SPORT FACILITIES BUILDING DWG. TITLE BASEMENT PLAN PART 02 OF 02

A 1

PROJECT NO.

BASEMENT PLAN PART 02 OF 02 1 : 100

100

200

A 2

845

SCALE

1 : 100

AL AMAR CONSULTING GROUP S.A. (AMG)

DWG. NUMBER

SIZE

REVISION

A-FA-10-201-02

5 DRAWING & THE DESIGN IT COVERS ARE THE PROPERTY OF AL AMAR CONSULTING GROUP S.A. (AMG).

NORTH OF DWG

REFERENCE DRAWINGS

1090 500

2800

1910

1090

4200

1400

2750

3200

1400

940

250

3110

5400

DWG NO.

5400

37600 3600

3260

MATCH LINE SEE A-FA-10-202-03

2700

1601

A35

A32

A33

* UNLESS OTHERWISE NOTED,DOOR JAMB IS @ 200mm FROM NEAREST ADJACENT WALL FACE

G-84C

A32

600

2800

G-67 +0.00 m 8300

3000

F.F.L ENTRANCE G

360

+2.94 m T.O.PR

F.H.C 750 1100

+2.43 m T.O.PR

LOBBY

01-01E

G-68

A30 2200

+0.00 m F.F.L

MPH G

* FOR WALL TYPES & DETAILS REFER TO SHEET TYPE ( 901 )

A31

G-59D

* FOR DOORS , WINDOWS, SHUTTERS AND GLAZED DOORS TYPES ,SCHEDULES & DETAILS REFER TO SHEET TYPE ( 821 )

EXPANSION JOINT

* FOR DETAILS REF. TO TYPICAL DETAILS REFER TO SERIES ( 900 )

A30

+0.00 m F.F.L

1960

04 G-70C

A28

10210

G-70E 06

G-69B

JANITOR

1800

+2.04 m

G-71A 07

790 1650

COMMUNICATION ROOM G

W01

SERVER ROOM

SECURITY G

W01

STORE

A23 UP

A-FA-10-601

HVAC SHAFT ABOVE

+0.00 m F.F.L

MPH G

A20

1350

2050

W01

+0.00 m F.F.L

F.H.C

22200

ISSUED FOR DETAILED DESIGN

OCT. 2015

ISSUED FOR DESIGN DEVELOPMENT

JUNE. 2015

DATE

REV.

DESCRIPTIONS

MINISTRY OF DEFENCE (MOD) MINISTRY OF DEFENCE ENGINEERING SERVICES (MODES) SULTANATE OF OMAN

MAIN CONSULTANT

AL MANARAH

A-FA-10-726

AYDEM MILITARY CAMP - DHOFAR (MOD / 2013 / 010 A)

PROJECT

A19

+0.00 m F.F.L

G-78

PLAY GROUND COURT

PLUM. DUCT

CLIENT

A21

P.M. P.E. CHK.

A22

ELEC SHAFT ABOVE

W01

450

G-76A

G-77

50 1610

EXPANSION 02 JOINT

CORRIDOR

110

900

W01 02

575

A24

G-75

3050 150800 1050 1100 800

2175 2650

PART-2 PART-4 PART-6

A19

TRUE NORTH

+0.51 m T.O.C.

A20

PART-1 PART-3 PART-5

G-73B

G-76B

1640 800 800

+0.51 m F.F.L

SEATS

A25

FM CYLINDERS

A21 2775

03 CL W01 FM CYLINDERS

1640

4200 250

1800

A23

STORE G

800

2800

A24

G-73A

A25

KEY PLAN

A26

+1.53 m F.F.L

G-72

PLUM.DUCT

F.F.L

1Â° 14

HVAC SHAFT ABOVE

A27 06

G-71B

02 UP

G-71C W.C G

700

3400 1800

EXPANSION JOINT

G-70D W.C

HVAC SHAFT ABOVE

A26

1600

1800

G-70B

A27

G-70A

A29

A28

*FOR TOILET FIXTURES & ACCESSORIES SCHEDULES REF. TO ID DRAWINGS

A29

A22

* FOR OPEN COURTS LANDSCAPE REFER TO LS DWG'S

+1.92 m T.O.PR +1.41 m T.O.PR

07 06

* FOR INTERIOR FINISHES SCHEDULES,FURNITURE REFER TO ID DWG's

EXPANSION JOINT

A31

ENTRANCE 02

* UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN MILLIMETERS AND ELEVATION LEVELS ARE IN METERS

A35

* DO NOT SCALE DRAWINGS DIMENSIONS GIVEN SHALL GOVERN

1050

1400

A33

* GROUND FLOOR FINISH LEVEL (GROUND FFL 0.00 ). REFER TO LANDSCAPE DRAWINGS.

A34

1099

A34

NOTES:

Engineering Consultancy. Muscat,

P.O.Box No: 3239, Postal Code: 112, Sultanate of Oman Sultanate of Oman.

A18

LOBBY

200

G-86

G-81

3200

ENTRANCE

G-80

A18

Tel: 24475698, Fax; 24475840, GSM:99310484 E-mail : manarahec@yahoo.com

4450

AL MANARAH consulting engineers

Location : F.Floor, Flat No:11, Bldg No:706, Way No:4909. Area : Al Thaimur Mosque, Al Khuwair, Muscat

IN ASSOCIATION WITH:

150

20 STREET NO.302, NEW MAADI, CAIRO, EGYPT P.O.BOX 50

MATCH LINE SEE A-FA-10-202-02

SAKR KORAISH, MAADI 11931 TEL: +202 251 776 70 FAX: +202 251 776 76 e-mail:info@alamargroup.com www.alamargroup.com

EXPANSION JOINT

MATCH LINE SEE A-FA-10-202-04

W01

BLD. NAME SPORT FACILITIES BUILDING

DWG. TITLE GROUND FLOOR PLAN-PART 01 OF 06

A 1

PROJECT NO.

GROUND FLOOR PLAN - PART 01 OF 06 1 : 100

100

200

A 2

845

SCALE

1 : 100

AL AMAR CONSULTING GROUP S.A. (AMG)

DWG. NUMBER

SIZE

REVISION

A-FA-10-202-01

5 DRAWING & THE DESIGN IT COVERS ARE THE PROPERTY OF AL AMAR CONSULTING GROUP S.A. (AMG).

NORTH OF DWG

THEY ARE MERELY LOANED & ON THE BORROWER'S EXPRESS AGREEMENT THAT THEY WON'T BE

250

2400

4200

3000

4200 1400

360 PLUM. DUCT

A34

G-55

G-54

A31

1200

G-14B

USE PERMITTED BY ANY WRITTEN CONSENT GIVEN BY THE LENDER TO THE BORROWER .

REFERENCE DRAWINGS

A-FA-10-723

* UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN MILLIMETERS AND ELEVATION LEVELS ARE IN METERS

A34

* DO NOT SCALE DRAWINGS DIMENSIONS GIVEN SHALL GOVERN

A33

1200 800

* UNLESS OTHERWISE NOTED,DOOR JAMB IS @ 200mm FROM NEAREST ADJACENT WALL FACE

A32

* FOR INTERIOR FINISHES SCHEDULES,FURNITURE REFER TO ID DWG's

* FOR WALL TYPES & DETAILS REFER TO SHEET TYPE ( 901 )

A31

*FOR TOILET FIXTURES & ACCESSORIES SCHEDULES REF. TO ID DRAWINGS

2300 CORRIDOR

HVAC SHAFT ABOVE

01-01F

HVAC SHAFT ABOVE 05

A-FA-10-602

G-12E

* FOR DOORS , WINDOWS, SHUTTERS AND GLAZED DOORS TYPES ,SCHEDULES & DETAILS REFER TO SHEET TYPE ( 821 )

07 05

A30 UP

A30

G-17 UP

* FOR DETAILS REF. TO TYPICAL DETAILS REFER TO SERIES ( 900 )

G-16B

G-16A

* FOR OPEN COURTS LANDSCAPE REFER TO LS DWG'S

EXPANSION JOINT

02 G-15

F.H.C

G-52A

DWG NO.

* GROUND FLOOR FINISH LEVEL (GROUND FFL 0.00 ). REFER TO LANDSCAPE DRAWINGS.

02 G

4400

REPRODUCED, COPIED, LOANED , EXHIBITED NOR USED EXCEPT IN THE LIMITED WAY AND THE PRIVATE

A35

G-52E

G-52D

250

HVAC SHAFT ABOVE

LOBBY

TOILET G

2400

9600

G-52C

G-52B

04 G-53

WATER COOLER

STORE G

800 05

2200

NOTES:

A32

G-14A ENTRANCE

HVAC SHAFT ABOVE

A33

5000

2250

2800

EXPANSION JOINT

1400

HVAC SHAFT ABOVE

3000

3200

2200

A35

MATCH LINE SEE A-FA-10-202-05

MATCH LINE SEE A-FA-10-202-01

HVAC SHAFT ABOVE

HVAC SHAFT ABOVE DN

A29 1200

A29

1200

LECTURE ROOM G

CAFETRIA G

A28

08 HVAC SHAFT ABOVE 2800

EXPANSION JOINT G-19

A27

A27 HVAC SHAFT ABOVE

06 HVAC SHAFT ABOVE

HVAC SHAFT ABOVE

A26

SQUASH LOBBY

A26

100

KEY PLAN N

05 SQUASH COURT G

G-100

STORE G

PART-1 PART-3 PART-5

A25

TRUE NORTH

HVAC SHAFT ABOVE UP

600

550

A25

1Â° 14

900

325

JANITOR

PART-2 PART-4 PART-6

A24

A24 G-21

LOBBY

A20

UP 07

A18

LOCKERS G

G-41

JANITOR G

ISSUED FOR DETAILED DESIGN

OCT. 2015

ISSUED FOR DESIGN DEVELOPMENT

JUNE. 2015

DATE

REV.

AYDEM MILITARY CAMP - DHOFAR (MOD / 2013 / 010 A)

A19

MAIN CONSULTANT

AL MANARAH

Muscat, P.O.Box No: 3239, Postal Code: 112, Sultanate of Oman Sultanate of Oman.

AL MANARAH consulting engineers

Location : F.Floor, Flat No:11, Bldg No:706, Way No:4909. Area : Al Thaimur Mosque, Al Khuwair, Muscat

IN ASSOCIATION WITH: 20 STREET NO.302, NEW MAADI, CAIRO, EGYPT P.O.BOX 50

G-12C

JANITOR

Engineering Consultancy.

Tel: 24475698, Fax; 24475840, GSM:99310484 E-mail : manarahec@yahoo.com

G-28B

04 G-28D

G-28C

DESCRIPTIONS

MINISTRY OF DEFENCE (MOD) MINISTRY OF DEFENCE ENGINEERING SERVICES (MODES) SULTANATE OF OMAN

PROJECT

F.H.C

G-40C

A18

G-40D

G-28A

G-28E

FM CYLINDER

G-59B

A20

CORRIDOR 03

CORRIDOR

G-40F

G-40E TOILET

G-23

G-22B 06

08 G

G-39

ELEC. ROOM G

G-22C

G-22A

06 G-101

LOCKERS 06

CLIENT

A21

P.M. P.E. CHK.

G-26

G-38B

G-28F

A22

LOCKERS 03

G-44A

G-28H

G-38A

A19

LOBBY

G-42 789

HVAC SHAFT ABOVE

G-46

G-22D

JANITOR

G-40A

G-22E

G-22F

G-43

LOBBY

SEATS

06 G-45

G-44B

A23

G-29

A21

HVAC SHAFT ABOVE

3000 G-49A 08

G-44C

FM CYLINDERS 03 07

G-28G

500

TOILET

G-12D

G-24

A22

LOW CURRENT

04 G-44D TOILET

HVAC SHAFT ABOVE LOCKERS

G-25

A23

1850

L.C.SHAFT ABOVE

G-44E

G-22G

04 G-22H

STORE

G-44F

G-49B

650

G-50 CORRIDOR

SAKR KORAISH, MAADI 11931 TEL: +202 251 776 70 FAX: +202 251 776 76 e-mail:info@alamargroup.com www.alamargroup.com

MATCH LINE SEE A-FA-10-202-04

G-40B

BLD. NAME

EXPANSION JOINT

SPORT FACILITIES BUILDING DWG. TITLE

A 1

GROUND FLOOR PLAN-PART 03 OF 06

25 PROJECT NO.

GROUND FLOOR PLAN - PART 03 OF 06 1 : 100

100

200

A 3

845

SCALE

1 : 100

AL AMAR CONSULTING GROUP S.A. (AMG)

DWG. NUMBER

SIZE

REVISION

A-FA-10-202-03

5 DRAWING & THE DESIGN IT COVERS ARE THE PROPERTY OF AL AMAR CONSULTING GROUP S.A. (AMG).

NORTH OF DWG

REFERENCE DRAWINGS

DWG NO.

N 29

A17

A16

EXPANSION JOINT

NOTES:

A17

* GROUND FLOOR FINISH LEVEL (GROUND FFL 0.00 ). REFER TO LANDSCAPE DRAWINGS.

250

A16

* UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN MILLIMETERS AND ELEVATION LEVELS ARE IN METERS

2400

400 50 400

A15 6400

+2.04 m T.O.C. 02

A14

* FOR INTERIOR FINISHES SCHEDULES,FURNITURE REFER TO ID DWG's

250

A14

* UNLESS OTHERWISE NOTED,DOOR JAMB IS @ 200mm FROM NEAREST ADJACENT WALL FACE

2550

A15

* DO NOT SCALE DRAWINGS DIMENSIONS GIVEN SHALL GOVERN

600

-1.80 m F.F.L

1800

A13

301

A12 A11

A13

*FOR TOILET FIXTURES & ACCESSORIES SCHEDULES REF. TO ID DRAWINGS

A11

* FOR DOORS , WINDOWS, SHUTTERS AND GLAZED DOORS TYPES ,SCHEDULES & DETAILS REFER TO SHEET TYPE ( 821 )

2800

SEATS

-1.35 m F.F.L

600

+2.04 m F.F.L

600 300

HVAC & PLUMPING SHAFT

07 STAIR

G-12A

+0.00 m F.F.L

W02

300

PUMP ROOM ACCESS ABOVE

A03

05 02

DN 1400

G-05

ACCESS HATCH

1800

ACCESS HATCH 1800

G-96B

A01

A01'

G-96A

380

MATCH LINE SEE A-FA-10-202-04

A01''

PUMP ROOM ENTRANCE

A-FA-10-725 200

ISSUED FOR DETAILED DESIGN

OCT. 2015

ISSUED FOR DESIGN DEVELOPMENT

JUNE. 2015

DATE

REV.

P.M. P.E. CHK.

DESCRIPTIONS

CLIENT

A02

ENTRANCE G

1800

A03

1100

350

PART-2 PART-4 PART-6

1400

A02

TRUE NORTH

A04

1400

07 DN

1500

A04

1200 700

600 200

PART-1 PART-3 PART-5

A05

600

EXPANSION JOINT

2200

A05 06

KEY PLAN

A06

3100

+0.00 m UP F.F.L

1800

A06

SWIMMING POOL TRENCH REF.TO PLUM DWGS.

A07

1Â° 14

EXPANSION JOINT

A08

3400

A07

6100

+0.51 m F.F.L

3000

A08

A09 3600

+1.53 m F.F.L +1.02 m F.F.L

2800

A09

A10

UP 2800

* FOR DETAILS REF. TO TYPICAL DETAILS REFER TO SERIES ( 900 )

A01

B A01'

MINISTRY OF DEFENCE (MOD) MINISTRY OF DEFENCE ENGINEERING SERVICES (MODES) SULTANATE OF OMAN PROJECT

1600

A10

6099

* FOR OPEN COURTS LANDSCAPE REFER TO LS DWG'S * FOR WALL TYPES & DETAILS REFER TO SHEET TYPE ( 901 )

A12

POOL G

1400

AYDEM MILITARY CAMP - DHOFAR (MOD / 2013 / 010 A)

A01''

200

MAIN CONSULTANT

AL MANARAH

A-FA-10-724

Engineering Consultancy. Muscat, P.O.Box No: 3239, Postal Code: 112, Sultanate of Oman Sultanate of Oman. Tel: 24475698, Fax; 24475840, GSM:99310484 E-mail : manarahec@yahoo.com

2700

AL MANARAH consulting engineers

Location : F.Floor, Flat No:11, Bldg No:706, Way No:4909. Area : Al Thaimur Mosque, Al Khuwair, Muscat

IN ASSOCIATION WITH:

1400 5400

5400

2500

700

1400

5400

19850 5400

20 STREET NO.302, NEW MAADI, CAIRO, EGYPT P.O.BOX 50

5400

3050

6150

SAKR KORAISH, MAADI 11931 TEL: +202 251 776 70 FAX: +202 251 776 76 e-mail:info@alamargroup.com www.alamargroup.com

BLD. NAME

SPORT FACILITIES BUILDING DWG. TITLE GROUND FLOOR PLAN-PART 06 OF 06

A 1

PROJECT NO.

GROUND FLOOR PLAN - PART 06 OF 06 1 : 100

100

200

A 2

845

SCALE

1 : 100

AL AMAR CONSULTING GROUP S.A. (AMG)

DWG. NUMBER

SIZE

REVISION

A-FA-10-202-06

5 DRAWING & THE DESIGN IT COVERS ARE THE PROPERTY OF AL AMAR CONSULTING GROUP S.A. (AMG).

NORTH OF DWG

REFERENCE DRAWINGS

DWG NO.

13 14

A-FA-10-301

A-FA-10-352

20 21 22 23

A-FA-10-202-05

15 16

A-FA-10-202-03

A-FA-10-202-01

NOTES: * GROUND FLOOR FINISH LEVEL (GROUND FFL 0.00 ). REFER TO LANDSCAPE DRAWINGS.

* UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN MILLIMETERS AND ELEVATION LEVELS ARE IN METERS

* DO NOT SCALE DRAWINGS DIMENSIONS GIVEN SHALL GOVERN

129400 4200

5400

5400 250 2400

4200

3000

4200

3000

5000

2200

2400 250 4400

5400

3050

* UNLESS OTHERWISE NOTED,DOOR JAMB IS @ 200mm FROM NEAREST ADJACENT WALL FACE

6150

2800 1400

+0.00 m F.F.L

2200 3000

A30

25000

A-FA-10-602

1800

A29 A28

+0.00 m F.F.L

3400

22200

3600

A27

A16 A15 A14 A13 A12 A11 A10 A09

A08 A07 A06 A05 A04

B A03 A02 A01 A01' A01''

A31

* FOR DOORS , WINDOWS, SHUTTERS AND GLAZED DOORS TYPES ,SCHEDULES & DETAILS REFER TO SHEET TYPE ( 821 ) * FOR DETAILS REF. TO TYPICAL DETAILS REFER TO SERIES ( 900 )

A28 A27 A26 A25 A24

-1.35 m F.F.L

+0.00 m F.F.L

A23

250 2650 2175 2775 1800 1800 2550 2400 250 4100 2800 1400 250

A-FA-10-202-02

1800 1800 2800

A-FA-10-202-01A17

1600 1100 1400 2800

A-FA-10-351

+0.00 m F.F.L

1800 3000 2200 1800 3400 1800 2800

A18

+0.00 m F.F.L

A-FA-10-601

1100 1600 1400 2800

68800

A19

*FOR TOILET FIXTURES & ACCESSORIES SCHEDULES REF. TO ID DRAWINGS

A22 A21 A20

C1 A-FA-10-302

A19

KEY PLAN 1Â° 14

3000 2200 1800 3400

A20

50000

A-FA-10-302

-1.80 m F.F.L

44100

A21

2800 1400 250 2400 4100 250 2550 1800

2650 2175 2775 1800 250

A22

A32

4200

A24 A23

A33

A29

2800

A25

14000 6400

A26

* FOR OPEN COURTS LANDSCAPE REFER TO LS DWG'S * FOR WALL TYPES & DETAILS REFER TO SHEET TYPE ( 901 )

A30

A18 77600

A31

A34

2200 1800 1800 3400 1800 3000

A34 A33 A32

A35

1099

1601 2800 1400 1099

A35

* FOR INTERIOR FINISHES SCHEDULES,FURNITURE REFER TO ID DWG's

1601

3000

2750 250

A17

PART-1 PART-3 PART-5

A-FA-10-351

TRUE NORTH

A-FA-10-202-05 A-FA-10-202-06

A16

PART-2 PART-4 PART-6

A15 A14 A13 A12 A11 A10 A09 A08 A07

ISSUED FOR DETAILED DESIGN

OCT. 2015

ISSUED FOR DESIGN DEVELOPMENT

JUNE. 2015

DATE

REV.

P.M. P.E. CHK.

DESCRIPTIONS

CLIENT

A06 A05 A04

B A03

PROJECT

AYDEM MILITARY CAMP - DHOFAR (MOD / 2013 / 010 A)

A02 A01

MINISTRY OF DEFENCE (MOD) MINISTRY OF DEFENCE ENGINEERING SERVICES (MODES) SULTANATE OF OMAN

A01'

MAIN CONSULTANT

A01''

AL MANARAH Engineering Consultancy.

1090

1910

4200

2750 250

5400

2400 250

4200

7200

3000

Muscat,

2400 2200 250 4400

5000

5400

3050

P.O.Box No: 3239, Postal Code: 112, Sultanate of Oman Sultanate of Oman.

6150

Tel: 24475698, Fax; 24475840, GSM:99310484 E-mail : manarahec@yahoo.com

129400

AL MANARAH consulting engineers

Location : F.Floor, Flat No:11, Bldg No:706, Way No:4909. Area : Al Thaimur Mosque, Al Khuwair, Muscat

IN ASSOCIATION WITH: 20 STREET NO.302, NEW MAADI, CAIRO, EGYPT P.O.BOX 50

13 14

A 1

15 16

C1 A-FA-10-352

C1 A-FA-10-301

SAKR KORAISH, MAADI 11931 TEL: +202 251 776 70 FAX: +202 251 776 76 e-mail:info@alamargroup.com www.alamargroup.com

A-FA-10-202-06

A-FA-10-202-04

A-FA-10-202-02

BLD. NAME SPORT FACILITIES BUILDING DWG. TITLE OVERALL GROUND FLOOR PLAN

PROJECT NO.

GROUND FLOOR MASTER PLAN 1 : 250

250

500

A 2

845

SCALE

1 : 250

AL AMAR CONSULTING GROUP S.A. (AMG)

DWG. NUMBER

SIZE

REVISION

A-FA-10-202

5 DRAWING & THE DESIGN IT COVERS ARE THE PROPERTY OF AL AMAR CONSULTING GROUP S.A. (AMG).

NORTH OF DWG

REFERENCE DRAWINGS

1090 5700

1910

4200

2190

2750

3200

1400

250

3110

5400

MATCH LINE SEE A-FA-10-203-02

37600

A34

* UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN MILLIMETERS AND ELEVATION LEVELS ARE IN METERS

A33

* DO NOT SCALE DRAWINGS DIMENSIONS GIVEN SHALL GOVERN * UNLESS OTHERWISE NOTED,DOOR JAMB IS @ 200mm FROM NEAREST ADJACENT WALL FACE * FOR INTERIOR FINISHES SCHEDULES,FURNITURE REFER TO ID DWG's

5200 02

8300

W10

02 W10

W10

+4.75 +4.50mm T.O.C. T.O.C.

*FOR TOILET FIXTURES & ACCESSORIES SCHEDULES REF. TO ID DRAWINGS

W09 02

A30

* FOR DOORS , WINDOWS, SHUTTERS AND GLAZED DOORS TYPES ,SCHEDULES & DETAILS REFER TO SHEET TYPE ( 821 )

A30 2200

* FOR OPEN COURTS LANDSCAPE REFER TO LS DWG'S * FOR WALL TYPES & DETAILS REFER TO SHEET TYPE ( 901 )

A31

% PE 1 SLO

A31 3000

* GROUND FLOOR FINISH LEVEL (GROUND FFL 0.00 ). REFER TO LANDSCAPE DRAWINGS.

A32

2800

A32

A35

400

1400

A33

NOTES:

1099

1601

A35 A34

DWG NO.

* FOR DETAILS REF. TO TYPICAL DETAILS REFER TO SERIES ( 900 )

W09

A29

A29 1800

+5.10 m T.O.PR

A28

W09

A28 1277

2452

SLO PE 1%

3400

CL W09 HVAC SHAFT

A27

W09

1748 17550

CL WATER TANK PAD

PART-1 PART-3 PART-5 TRUE NORTH

W09

PART-2 PART-4 PART-6

4200

W09

% E1 OP SL

+4.50 m T.O.C.

ELEC.SHAFT ABOVE 1800

A23 02

L.C SHAFT ABOVE

EXPANSION JOINT

PLUM.DUCT

4950

01-101C

PLUM. DUCT

A21

800

A20

A-FA-10-726

LOBBY

ISSUED FOR DETAILED DESIGN

OCT. 2015

ISSUED FOR DESIGN DEVELOPMENT

JUNE. 2015

DATE

REV.

DESCRIPTIONS

AYDEM MILITARY CAMP - DHOFAR (MOD / 2013 / 010 A)

A19 6310

MINISTRY OF DEFENCE (MOD) MINISTRY OF DEFENCE ENGINEERING SERVICES (MODES) SULTANATE OF OMAN PROJECT

A18

01-01A

PANTRY

CLIENT DN

06 W01

01-05

01-02

01-01B

OPEN TO BELOW

MAIN CONSULTANT

HVAC SHAFT ABOVE 1400 2350

600

2000

2650

PLUM. DUCT

P.M. P.E. CHK.

01-03

A19

01-01C

W09 PLUM. DUCT

A-FA-10-601

550

2175

W09

02 1475

W.C

2775

A20

02 JANITOR

900

250

A22 02

A24

A23

A21

KEY PLAN

A25

A24

A22

+4.90 m T.O.C.

2800

A25

A26

HVAC SHAFT CL W09

1Â° 14

A26

3600

1632

A27

+5.10 m T.O.PR

AL MANARAH

A18

Engineering Consultancy.

2300

Muscat, P.O.Box No: 3239, Postal Code: 112, Sultanate of Oman Sultanate of Oman. Tel: 24475698, Fax; 24475840, GSM:99310484 E-mail : manarahec@yahoo.com

AL MANARAH consulting engineers

Location : F.Floor, Flat No:11, Bldg No:706, Way No:4909. Area : Al Thaimur Mosque, Al Khuwair, Muscat

IN ASSOCIATION WITH:

MATCH LINE SEE A-FA-10-203-02

20 STREET NO.302, NEW MAADI, CAIRO, EGYPT P.O.BOX 50

W01

SAKR KORAISH, MAADI 11931 TEL: +202 251 776 70 FAX: +202 251 776 76 e-mail:info@alamargroup.com www.alamargroup.com

BLD. NAME SPORT FACILITIES BUILDING DWG. TITLE FIRST FLOOR PLAN-PART 01 OF 06

A 1

PROJECT NO.

FIRST FLOOR PLAN - PART 01 OF 06 1 : 100

100

200

A 2

845

SCALE

1 : 100

AL AMAR CONSULTING GROUP S.A. (AMG)

DWG. NUMBER

SIZE

REVISION

A-FA-10-203-01

5 DRAWING & THE DESIGN IT COVERS ARE THE PROPERTY OF AL AMAR CONSULTING GROUP S.A. (AMG).

NORTH OF DWG

REFERENCE DRAWINGS

250

2400

4200

3000

4200

+5.70 m T.O.PR

HVAC SHAFT

+5.10 m T.O.PR

250

HVAC SHAFT

A33

1400

3100

+5.10 m T.O.PR

900

1000

950

A32

400

SLO PE 1%

W10

2250

800 980

1324 02 HVAC SHAFT

W10

*FOR TOILET FIXTURES & ACCESSORIES SCHEDULES REF. TO ID DRAWINGS

W10

* FOR DOORS , WINDOWS, SHUTTERS AND GLAZED DOORS TYPES ,SCHEDULES & DETAILS REFER TO SHEET TYPE ( 821 )

EXPANSION JOINT 02

01-08

A30

486 1500

1500

900

1800

SLOPE 1%

750

02 OPEN TO BEOW

800

W10

A26

KEY PLAN N

OPEN TO BEOW

A25

A27 HVAC SHAFT

W10

PART-1 PART-3 PART-5

A25

TRUE NORTH

02 OPEN BELOW

W10

PART-2 PART-4 PART-6

OPEN BELOW 02

A24

A24 W10

W10

HVAC SHAFT

CL HVAC SHAFT

+5.10 m T.O.PR

+5.10 m

+4.90 m T.O.C.

WATER TANK PAD

1% PE O SL

+5.10 m

T.O.PR

+4.90 m T.O.C.

T.O.PR

L.C.SHAFT 700

176

680

650

550

A23

550 900

A23 HVAC SHAFT

SL OP E1 %

A22

+5.10 m T.O.PR

+4.90 m T.O.C.

700

+5.10 m T.O.PR 02

321 800 361

+4.50 m T.O.C.

2150

HVAC SHAFT

ISSUED FOR DETAILED DESIGN

OCT. 2015

ISSUED FOR DESIGN DEVELOPMENT

JUNE. 2015

DATE

REV.

DESCRIPTIONS

CLIENT

A21

HVAC SHAFT

A20

P.M. P.E. CHK.

A22

HVAC PAD

A21

1Â° 14

A26

HVAC SHAFT

STAIR 01

T.O.PR

601

A28

+5.10 m

A27

A29 +4.50 m T.O.C.

W10

* FOR DETAILS REF. TO TYPICAL DETAILS REFER TO SERIES ( 900 )

HVAC SHAFT DN

W10

* FOR OPEN COURTS LANDSCAPE REFER TO LS DWG'S * FOR WALL TYPES & DETAILS REFER TO SHEET TYPE ( 901 )

A31

HVAC PAD

1% PE SLO

A28

900

* FOR INTERIOR FINISHES SCHEDULES,FURNITURE REFER TO ID DWG's

A-FA-10-723

W10

A29

* DO NOT SCALE DRAWINGS DIMENSIONS GIVEN SHALL GOVERN

A32

HVAC SHAFT 02

1800 CL

* UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN MILLIMETERS AND ELEVATION LEVELS ARE IN METERS

A33

A1 02

* GROUND FLOOR FINISH LEVEL (GROUND FFL 0.00 ). REFER TO LANDSCAPE DRAWINGS.

A35 A34

+4.50 m T.O.C.

02 W10

A-FA-10-602

NOTES:

+5.70 m T.O.PR

+4.90 m T.O.C.

4400

9600

HVAC SHAFT

+5.10 m T.O.PR

250

700

% E1 OP L S

W10

2400

* UNLESS OTHERWISE NOTED,DOOR JAMB IS @ 200mm FROM NEAREST ADJACENT WALL FACE

350

A31

A30

2200

600

EXPANSION JOINT

5000

250

700 500

3000

3200

2250

A35

1400

+5.10 m T.O.PR

A34

MATCH LINE SEE A-FA-10-203-05

MATCH LINE SEE A-FA-10-203-01

DWG NO.

A20

MINISTRY OF DEFENCE (MOD) MINISTRY OF DEFENCE ENGINEERING SERVICES (MODES) SULTANATE OF OMAN PROJECT

HVAC PAD

+4.90 m T.O.C.

A19

AYDEM MILITARY CAMP - DHOFAR (MOD / 2013 / 010 A)

A19

PLUM.DUCT 1350

MAIN CONSULTANT

A18

% E1 P O SL

HVAC.DUCT 06

HVAC PAD

+4.90 m T.O.C.

SL OP E

AL MANARAH

A18

Engineering Consultancy. Muscat,

P.O.Box No: 3239, Postal Code: 112, Sultanate of Oman Sultanate of Oman. Tel: 24475698, Fax; 24475840, GSM:99310484 E-mail : manarahec@yahoo.com

AL MANARAH consulting engineers

Location : F.Floor, Flat No:11, Bldg No:706, Way No:4909. Area : Al Thaimur Mosque, Al Khuwair, Muscat

IN ASSOCIATION WITH:

HVAC.DUCT 3050

20 STREET NO.302, NEW MAADI, CAIRO, EGYPT P.O.BOX 50

WATER TANK PAD

ELEC.SHAFT

MATCH LINE PLUM.DUCT SEE A-FA-10-203-04

SAKR KORAISH, MAADI 11931 TEL: +202 251 776 70 FAX: +202 251 776 76 e-mail:info@alamargroup.com www.alamargroup.com

MATCH LINE SEE A-FA-10-203-04

BLD. NAME SPORT FACILITIES BUILDING DWG. TITLE

A 1

FIRST FLOOR PLAN-PART 03 OF 06

PROJECT NO.

FIRST FLOOR PLAN - PART 03 OF 06 1 : 100

100

200

A 2

845

SCALE

1 : 100

AL AMAR CONSULTING GROUP S.A. (AMG)

DWG. NUMBER

SIZE

REVISION

A-FA-10-203-03

5 DRAWING & THE DESIGN IT COVERS ARE THE PROPERTY OF AL AMAR CONSULTING GROUP S.A. (AMG).

NORTH OF DWG

MATCH LINE SEE A-FA-10-203-03

PLUM.DUCT

A17 +4.35 m T.O.C.

W10

SLOPE 1%

W10

A17

NOTES:

A16

* GROUND FLOOR FINISH LEVEL (GROUND FFL 0.00 ). REFER TO LANDSCAPE DRAWINGS.

A15

* UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN MILLIMETERS AND ELEVATION LEVELS ARE IN METERS

A15 +4.50 m T.O.C.

W10

900

A14

06 2050

250

2050

550

W10

1850

A14

550

W10

A12

*FOR TOILET FIXTURES & ACCESSORIES SCHEDULES REF. TO ID DRAWINGS

W10

350

* FOR DOORS , WINDOWS, SHUTTERS AND GLAZED DOORS TYPES ,SCHEDULES & DETAILS REFER TO SHEET TYPE ( 821 )

A10

W10

* FOR DETAILS REF. TO TYPICAL DETAILS REFER TO SERIES ( 900 )

A10

OPEN TO BEOW 03

350

W10

A09 OPEN BELOW

+4.35 m T.O.C.

W10

W10 1550

A08

1550

A08

A07

150

06 450

A05 W10 EXPANSION JOINT 2402

W10 1950

W10

350

2050

2150

250

2750

2050

2400

PART-1 PART-3 PART-5

A06

02 W10 06

A05

PART-2 PART-4 PART-6

800

A04

600 HVAC SHAFT +5.10 m

HVAC SHAFT 400

350

+5.10 m T.O.PR

T.O.PR

A01 HVAC SHAFT ABOVE

2013

+5.70 m T.O.PR

HVAC SHAFT ABOVE 500

2300

SLOP E 1%

W10

PE 1% CL SLO

CL +5.70 m T.O.PR

A03

+4.35 m +4.50 m T.O.C. T.O.C.

+5.70 m T.O.PR

700

ISSUED FOR DETAILED DESIGN

OCT. 2015

ISSUED FOR DESIGN DEVELOPMENT

JUNE. 2015

DATE

REV.

A01' A01''

DESCRIPTIONS

CLIENT

A01 700

600

P.M. P.E. CHK.

A02

2700

950

A02

+5.10 m T.O.PR

HVAC.SHAFT

900

1% PE O SL

W10 EXPANSION JOINT

1000

W10

1056

+5.10 m T.O.PR

7200

A03

W10

450

HVAC.SHAFT

W10

1460

T.O.PR

W10

SL OP E

HVAC.SHAFT +5.10 m

KEY PLAN

TRUE NORTH

450

SLOPE 1%

A06

1Â° 14

E 1% SLOP

A01'

* FOR OPEN COURTS LANDSCAPE REFER TO LS DWG'S * FOR WALL TYPES & DETAILS REFER TO SHEET TYPE ( 901 )

A11

* FOR INTERIOR FINISHES SCHEDULES,FURNITURE REFER TO ID DWG's

SLOPE 1%

1% SLOPE

A11

W10

550

* UNLESS OTHERWISE NOTED,DOOR JAMB IS @ 200mm FROM NEAREST ADJACENT WALL FACE

A13

250

A13

350

* DO NOT SCALE DRAWINGS DIMENSIONS GIVEN SHALL GOVERN

06 900

03 02

DWG NO.

EXPANSION JOINT

ELEC.SHAFT

A16

REFERENCE DRAWINGS

MINISTRY OF DEFENCE (MOD) MINISTRY OF DEFENCE ENGINEERING SERVICES (MODES) SULTANATE OF OMAN PROJECT

A01''

1400 250

2400

4200

3000

3200

1400

4200

2250

AYDEM MILITARY CAMP - DHOFAR (MOD / 2013 / 010 A)

9600

3000

5000

MAIN CONSULTANT 2200

2400

250

AL MANARAH

4400

Engineering Consultancy. Muscat, P.O.Box No: 3239, Postal Code: 112, Sultanate of Oman Sultanate of Oman.

Tel: 24475698, Fax; 24475840, GSM:99310484 E-mail : manarahec@yahoo.com

AL MANARAH consulting engineers

Location : F.Floor, Flat No:11, Bldg No:706, Way No:4909. Area : Al Thaimur Mosque, Al Khuwair, Muscat

IN ASSOCIATION WITH:

A 1

MATCH LINE SEE A-FA-10-203-06

MATCH LINE SEE A-FA-10-203-02

20 STREET NO.302, NEW MAADI, CAIRO, EGYPT P.O.BOX 50

---

SAKR KORAISH, MAADI 11931 TEL: +202 251 776 70 FAX: +202 251 776 76 e-mail:info@alamargroup.com www.alamargroup.com

BLD. NAME SPORT FACILITIES BUILDING DWG. TITLE FIRST FLOOR PLAN-PART 04 OF 06

PROJECT NO.

FIRST FLOOR PLAN - PART 04 OF 06 1 : 100

100

200

A 2

845

SCALE

1 : 100

AL AMAR CONSULTING GROUP S.A. (AMG)

DWG. NUMBER

SIZE

REVISION

A-FA-10-203-04

SECTION 01 - PART 2

SECTION 01 - PART 1

G-909

SECTION 01 - PART 3

SECTION 01 - PART 2

REFERENCE DRAWINGS

MONORIDGE DETAIL

GUTTER DETAIL

NOTES:

G-909

UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN MILLIMETERS AND ELEVATION LEVELS ARE IN METERS * DO NOT SCALE DRAWINGS , DIMENSIONS GIVEN SHALL GOVERN.

REFER TO STRUCT DWG

* FOR GENERAL NOTES ,LEGENDS,SYMBOLS AND ABBREVIATIONS REFER TO SHEET ( A-AC-04-002,003 )

POWDER COATED ALUMINUM CLADDING BOS 12,500 UPPER ROOF FLOOR PLAN

4000

9.70 m

HVAC DUCT

TOPR

8.50 m

TOC

3750

5.70 m

+5.70 m T.O.PR

4.50 m

TOC

4.50 m

+0.51 m T.O.C.

0.00 m

1650

CEILING LEVEL

LOCKERS

5700

ELEC. ROOM

CORRIDOR

TOILET G

TOILETS

4350

CEILING LEVEL

4300

CORRIDOR 4300

+1.02 m T.O.C.

+2.04 m +1.53 m T.O.C. T.O.C.

1300

FIRST FLOOR PLAN

FFL

0.00 m

GROUND FLOOR PLAN

Undefined Default 0 mm

F.F.L.

GRADE LEVEL

5.70 m

TOP OF PARAPET.

1200

HVAC CONCRETE PAD

GROUND FLOOR PLAN

8.50 m

TOPR

FIRST FLOOR PLAN

FFL

9.70 m

ROOF FLOOR PLAN

TOP OF PARAPET. TOC

* FOR SLABS,BEAMS,COLUMNS,POSTS AND MACHINE PADS REF TO STRUCTURE DRAWINGS.

TOP OF PARAPET

ROOF FLOOR PLAN

TOPR

* FOR CEILING LEVEL AND DECORATIONS, REFER TO INTERIOR DESIGN DRAWINGS.

+9.70 m T.O.PR

TOP OF PARAPET TOC

* FOR CURTAIN WALL, WINDOW, SHUTTER, GLAZED DOOR, SCREEN & LOUVER TYPES REF. TO FLOOR PLANS.

BOS 12,500 UPPER ROOF FLOOR PLAN

D TOPR

DWG NO.

EXPANSION JOINT

SECTION 01-PART 02

F.F.L.

GRADE LEVEL

EXPANSION JOINT

1 : 100

KEY PLAN

C1 A-FA-01-352

PART 01 PART 02 PART 03

SECTION 01 - PART 3

SECTION 01 - PART 2

BOS 12,500 UPPER ROOF FLOOR PLAN

C1 A-FA-01-352

BOS 12,500 UPPER ROOF FLOOR PLAN

26 TOPR

9.70 m

TOPR 1200

TOP OF PARAPET 8.50 m

ROOF FLOOR PLAN

TOPR

4.50 m

ISSUED FOR DETAILED DESIGN

OCT. 2015

TOC

ISSUED FOR DESIGN DEVELOPMENT

JUNE. 2015

DATE

REV.

8.50 m

P.M. P.E. CHK.

5.70 m

3980 G

+1.02 m F.F.L

0.00 m

+1.53 m F.F.L

+2.04 m F.F.L

PROJECT

MAIN CONSULTANT FFL

AL MANARAH

0.00 m

600

G-909

4000

-2.00 m

POOL LEVEL

CORRIDOR B

GRADE LEVEL

Muscat, P.O.Box No: 3239, Postal Code: 112, Sultanate of Oman Sultanate of Oman. Tel: 24475698, Fax; 24475840, GSM:99310484 E-mail : manarahec@yahoo.com

1400

F.F.L.

Engineering Consultancy.

Undefined Default 0 mm

AL MANARAH consulting engineers

Location : F.Floor, Flat No:11, Bldg No:706, Way No:4909. Area : Al Thaimur Mosque, Al Khuwair, Muscat

IN ASSOCIATION WITH:

TOC

20 STREET NO.302, NEW MAADI, CAIRO, EGYPT P.O.BOX 50

-2.00 m

SAKR KORAISH, MAADI 11931 TEL: +202 251 776 70 FAX: +202 251 776 76 e-mail:info@alamargroup.com www.alamargroup.com

POOL LEVEL STORE B

2300

CEILING LEVEL 4000

1400

F.F.L.

POOL

DESCRIPTIONS

MINISTRY OF DEFENCE (MOD) MINISTRY OF DEFENCE ENGINEERING SERVICES (MODES) SULTANATE OF OMAN

GROUND FLOOR PLAN

GRADE LEVEL

AYDEM MILITARY CAMP - DHOFAR (MOD / 2013 / 010 A) 11700

5700

6600

5700

SEATS

4.50 m

FIRST FLOOR PLAN

GROUND FLOOR PLAN

TOC

FIRST FLOOR PLAN

FFL

TOP OF PARAPET.

4500

TOC

TOPR

TOP OF PARAPET.

CLIENT

1200

+5.70 m T.O.PR

5.70 m

9.70 m

TOP OF PARAPET

ROOF FLOOR PLAN

+7.40 m T.O.PR 4000

TOC

C1 A-FA-01-351

FA-01-351

BLD. NAME SPORT FACILITIES BUILDING

FFL

-4.30 m

FFL

BASEMENT FLOOR PLAN

-4.30 m

DWG. TITLE

BASEMENT FLOOR PLAN

SECTION

A 1

PROJECT NO.

SECTION 01-PART 03 1 : 100

A 2

845

SCALE

1 : 100

AL AMAR CONSULTING GROUP S.A. (AMG)

DWG. NUMBER

SIZE

REVISION

A-FA-10-351-01

REFERENCE DRAWINGS

A01''

A01' A01

A02

A03

A04

A05

A06

A07

A08

A09

A10

A11

A12 A13

A14

A15

A16

DWG NO.

A17

POWDER COATED ALUMINUM CLADDING

NOTES: UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN MILLIMETERS AND ELEVATION LEVELS ARE IN METERS * DO NOT SCALE DRAWINGS , DIMENSIONS GIVEN SHALL GOVERN. BOS 12,500 UPPER ROOF FLOOR PLAN

* FOR GENERAL NOTES ,LEGENDS,SYMBOLS AND ABBREVIATIONS REFER TO SHEET ( A-AC-04-002,003 )

BOS 12,500 UPPER ROOF FLOOR PLAN

2800

* FOR CURTAIN WALL, WINDOW, SHUTTER, GLAZED DOOR, SCREEN & LOUVER TYPES REF. TO FLOOR PLANS.

TOPR

9.70 m

TOPR

TOC

8.50 m

TOC

8.50 m

* FOR SLABS,BEAMS,COLUMNS,POSTS AND MACHINE PADS REF TO STRUCTURE DRAWINGS.

ROOF FLOOR PLAN 2800

EXPANSION JOINT

+5.10 m T.O.PR

5.70 m

+4.50 m T.O.C.

1200

TOP OF PARAPET. TOC

1460

ROOF FLOOR PLAN

TOPR

9.70 m

TOP OF PARAPET

1200

TOP OF PARAPET

* FOR CEILING LEVEL AND DECORATIONS, REFER TO INTERIOR DESIGN DRAWINGS.

4.50 m

TOPR

TOP OF PARAPET. TOC

CEILING LEVEL G

5000

GYM

CORRIDOR 03

CORRIDOR

2200

CEILING LEVEL

ENTRANCE LOBBY 4350

4500

ENTRANCE

4.50 m

FIRST FLOOR PLAN

8260

FIRST FLOOR PLAN

5.70 m

FFL

0.00 m

Undefined Default 0 mm

GROUND FLOOR PLAN F.F.L. GRADE LEVEL

FFL

0.00 m

GROUND FLOOR PLAN

F.F.L. GRADE LEVEL

SECTION 02-PART 01 1 : 100

KEY PLAN

C1 A-FA-01-352

PART 01 PART 02 PART 03

A18

A19

A20

A21

A22 A23

A24

A25

A26

A27

A28

A29

A30

A31

A32

A33 A34

C1 A-FA-01-351

FA-01-351

A35 C1 A-FA-01-352

POWDER COATED ALUMINUM CLADDING

ISSUED FOR DETAILED DESIGN

OCT. 2015

ISSUED FOR DESIGN DEVELOPMENT

JUNE. 2015

DATE

REV.

P.M. P.E. CHK. BOS 12,500 UPPER ROOF FLOOR PLAN

TOPR

9.70 m

TOPR

TOC

1200

TOP OF PARAPET 8.50 m

WATER TANK PAD

5.70 m

4.50 m

PROJECT

8.50 m

AYDEM MILITARY CAMP - DHOFAR (MOD / 2013 / 010 A)

LECTURE ROOM G

4350

TOILET

TOC

Engineering Consultancy. Muscat,

4.50 m

P.O.Box No: 3239, Postal Code: 112, Sultanate of Oman Sultanate of Oman. Tel: 24475698, Fax; 24475840, GSM:99310484 E-mail : manarahec@yahoo.com

AL MANARAH consulting engineers

Location : F.Floor, Flat No:11, Bldg No:706, Way No:4909. Area : Al Thaimur Mosque, Al Khuwair, Muscat

CORRIDOR G

CEILING LEVEL

20 STREET NO.302, NEW MAADI, CAIRO, EGYPT P.O.BOX 50

LOBBY G

SAKR KORAISH, MAADI 11931 TEL: +202 251 776 70 FAX: +202 251 776 76 e-mail:info@alamargroup.com www.alamargroup.com

4500

TOILET

TOP OF PARAPET.

IN ASSOCIATION WITH:

CEILING LEVEL SQUASH COURT

AL MANARAH

5.70 m

FIRST FLOOR PLAN

8350

1650

CEILING LEVEL

8350

FIRST FLOOR PLAN

1200

+4.50 m T.O.C.

MINISTRY OF DEFENCE (MOD) MINISTRY OF DEFENCE ENGINEERING SERVICES (MODES) SULTANATE OF OMAN

MAIN CONSULTANT TOPR

TOP OF PARAPET. TOC

TOC

2800

CEILING LEVEL

TOPR

TOP OF PARAPET

ROOF FLOOR PLAN 1350

ROOF FLOOR PLAN

9.70 m

DESCRIPTIONS

CLIENT

2800

BOS 12,500 UPPER ROOF FLOOR PLAN

BLD. NAME FFL

0.00 m

FFL

Undefined Default 0 mm

GROUND FLOOR PLAN

F.F.L.

A 1

DWG. TITLE

F.F.L.

GRADE LEVEL

SPORT FACILITIES BUILDING

0.00 m

SECTION

GRADE LEVEL

PROJECT NO.

SECTION 02-PART 02 1 : 100

A 2

845

SCALE

1 : 100

AL AMAR CONSULTING GROUP S.A. (AMG)

DWG. NUMBER

SIZE

REVISION

A-FA-10-352-01

= ASSUMED 74.20 OF SEA LEVEL

o CONTRACTOR TO CHECK AND COORDINATE ALL ARCHITECTURAL, STRUCTURAL, ELECTROMECHANICAL, INTERIOR DESIGN & LANDSCAPE DRAWINGS BEFORE CONSTRUCTION. o ALL DRAWINGS ARE IN MILLIMETERS, ALL DIMENSIONS TO BE VERIFIED ON SITE AND APPROVED BY THE ENGINEER o THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH OTHER RELEVANT ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND ALL RELEVANT SECTIONS OF THE SPECIFICATIONS o FOR THE STRUCTURAL ELEMENTS REFER TO STRUCTURAL DRAWINGS

GENERAL DETAILS

A-901

A MAR

AL Consulting Group S.A.

21 783-A-901

GARAGE RAMP SECTION DETAIL SCALE

1:10

= ASSUMED 74.20 OF SEA LEVEL

EXTERNAL GROOVE SECTION DETAIL

3 783-A-905

SCALE

1:5

4 783-A-905

CORNICE AND CONTINUOUS WALL SECTION DETAIL SCALE

783-A-905

1:5

GENERAL CORNICE & T.O.P WALL SECTION DETAIL SCALE

TYPICAL CORNICE SECTION 300mm H.

1:5

783-A-905

TYPICAL CORNICE SECTION 1500mm H.

9 783-A-905

SCALE

783-A-905

1:20

TYPICAL CORNICE SECTION 1500mm H.(BRIDGES)

SCALE

1:20

783-A-905

15 783-A-905

EXTERNAL LOUVER BLOW UP DETAIL SCALE

1:5

783-A-905

TYPICAL CORNICE SECTION 800mm H. SCALE

o THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH OTHER RELEVANT ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND ALL RELEVANT SECTIONS OF THE SPECIFICATIONS

783-A-905

SCALE

OPENING TYPICAL SECTION SCALE

1:5

1:20

783-A-905

13 783-A-905

TYPICAL CORNICE SECTION 500mm H. SCALE

o FOR THE STRUCTURAL ELEMENTS REFER TO STRUCTURAL DRAWINGS

1:5

ALUMINUM LOUVER TYPE 1 SECTION SCALE

1:20

1:5

EXTERNAL LOUVER BLOW UP DETAIL SCALE

1:5

GENERAL DETAILS

A-905

GRP PATTERN BLOW UP DETAIL SECTION

24 23 783-A-905

20 783-A-905

HOTEL DOME BLOW UP DETAIL PLAN SCALE

1:200

21 783-A-905

HOTEL DOME BLOW UP DETAIL PLAN SCALE

1:100

783-A-905

ARCH BLOW UP DETAIL SECTION SCALE

22 783-A-905

SCALE

1:20

HOTEL DOME BLOW UP DETAIL SECTION SCALE

1:20

25 783-A-905

ARCH BLOW UP DETAIL PLAN SCALE

1:20

26 783-A-905

CURTAIN WALL & GRP DETAIL SECTION SCALE

A MAR

AL Consulting Group S.A.

1:20

= ASSUMED 74.20 OF SEA LEVEL

1 783-A-906

ENLARGED PATTERN CRITERIA SCALE

783-A-906

1:50

7 783-A-906

ENLARGED ALUMINUM PATTERN CRITERIA SCALE

1:50

ENLARGED ARCH CRITERIA SCALE

1:50

8 783-A-906

783-A-906

TYPICAL ALUMINUM PATTERN BLOW UP SCALE

1:20

ENLARGED ARCHES CRITERIA (PODIUM) SCALE

783-A-906

1:50

9 783-A-906

ENLARGED ARCH CRITERIA SCALE

783-A-906

1:50

ENLARGED ARCH CRITERIA (ENTRANCES) SCALE

1:50

ENLARGED GRP PATTERN CRITERIA SCALE

1:50

10 783-A-906

TYPICAL GRP PATTERN TYPICAL BLOW UP SCALE

1:20

GENERAL DETAILS

A-906

13 783-A-906

DOME ACCESSORIESXXXX SECTION DETAIL SCALE

1:20

A MAR

AL Consulting Group S.A.

LOGI STI CS,I NSTALLATI ONSTUDY LOGI STI CSSTUDYFORGRANDSTAI RSATTHEGRANDEGYPTI ANMUSEUM TI LEWEI GHTS240KI LOGRAMS,CONSI DERI NG THEMORPHOLOGYANDSI TE CONDI TI ONSDURI NG CONSTRUCTI ONPHASE

Entering Gate(1)

LAYDOWN AREA (5) PROVIDING LAYDOWN AREA 250 m² WITHIN THIS ZONE TO SERVE CONFERENCE CENTER

BOJV TO PROVIDE ADDITIONAL STOCKYARD AREA (within this zone)FOR L.SCAPE AND MAIN BUILDING 5000M2

LAYDOWN AREA (4) PROVIDING LAYDOWN AREA 500 m² WITHIN THIS ZONE IS MUST LAYDOWN AREA (3) PROVIDING LAYDOWN AREA 1000 m² WITHIN THIS ZONE IS MUST

Entering Gate(2)

HAZ WORKSHOP FOR MATERIAL INSPECTION

LAYDOWN AREA (2) AT TEMPLE GARDEN 45 M MOBILE CRANE REQUIRED TO TRANSFER MATERIALS TO THIRD FLOOR

LAYDOWN AREA (1) PROVIDING LAYDOWN AREA 1000 m² within this zone is must

1-ENTERING FROM GATE 1 2-BOJV TO PROVIDE ADDITIONAL LAYDOWN AREA 5000 m² TO LANDSCAPE AND MAIN BUILDING 3-LAYDOWN AREA (1) AT JANUARY -15 (PROVIDE FLAT 1000 m²) (T.C.5 TO BE PROVIDED) 4-LAYDOWN AREA (2) AT JUNE-15 (PROVIDE FLAT 500 m²) (MOBILE CRANE TO BE PROVIDED BY BOJV) 5-LAYDOWN AREA (3) AT JANUARY -15 (PROVIDE FLAT 1000 m²) (T.C.2,3 TO BE PROVIDED) 6-LAYDOWN AREA (4) AT OCTOBER -14 (PROVIDE FLAT 500 m²) 7-LAYDOWN AREA (5) AT MARCH -14 (PROVIDE FLAT 250 m²) (MOBILE CRANE TO BE PROVIDED BY BOJV)

PLATFORM PLATFORM EXTENSION AT THIRD FLOOR TO TRANSFER MATERIALS INSIDE THE BUILDING PROVIDING HORIZONTAL ACCESSIBILITY IS MUST

BRIDGES HOISTS REQUIRED TO TRANSER MATERIALS VERTICALLY FROM 3RD FLOOR TO GRANDSTAIR SLABS( 31.5 , 37.5 M )

PLATFORM PLATFORM EXTENSION AT THIRD FLOOR TO TRANSFER MATERIALS INSIDE THE BUILDING PROVIDING HORIZONTAL ACCESSIBILITY IS MUST

PROVIDE FLAT 1000 m² AS A SECONDRY LAYDOWN AREA FOR MUSEUM MAIN BUILDING

TOWER CRANE 5 & MOBILE CRANE TO TRANSFER MATERIALS TO PLATFORM

TOWER CRANE 2&3 TO TRANSFER MATERIALS TO PLATFORM

SCULPTURE GARDEN 25 M

CHILDREN GARDEN 43 M

TEMPLE GARDEN 45 M

PROVIDE FLAT 1000 m² AS A LAYDOWN AREA FOR MUSEUM MAIN BUILDING LAYDOWN AREAS AT TEMPLE GARDEN 500 m²

PYRAMID GABLE ACCESSIBILLITY THROUGH PYRAMID GABLE IS MUST

PLATFORM PLATFORM EXTENSION AT THIRD FLOOR TO TRANSFER MATERIALS INSIDE THE BUILDING PROVIDING HORIZONTAL ACCESSIBILITY IS MUST

PROVIDE FLAT 1000 m² AS A SECONDRY LAYDOWN AREA FOR MUSEUM MAIN BUILDING

AREA (4 D.E.F) FLOORING 4800 m² CLADDING 2300 m²

AREA (1 a.b) FLOORING 3500 m² CLADDING 2100 m²

AREA (5 D.E.F) FLOORING 6800 m² CLADDING 2500 m²

AREA (2 a.b) FLOORING 3200 m² CLADDING 3400 m²

AREA (6 D.E.F) FLOORING 9250 m² CLADDING 2500 m²

AREA (3 a.b) FLOORING 3200 m² CLADDING 3300 m²

LAYDOWN AREAS AT TEMPLE GARDEN 500 m²

PACKING STONE SIZE 1.5 * 0.6 = 0.9 m² PUNDEL 14 - 18 STONE TILE PUNDEL SIZE 0.9*0.9*1.8 m AREA COVERED BY PUNDEL 14 - 16 m² STONE WEIGHT BY TILE ≈ 72 KG PUNDEL WEIGHT ≈ 1250 KG

WE WILL FOLLOW THIS DIRECTION AS A SEQUENCE OF INSTALLATION

WE WILL FOLLOW THIS DIRECTION TO GO THROUGH AREAS

PLATFORM PLATFORM EXTENSION AT THIRD FLOOR TO TRANSFER MATERIALS INSIDE THE BUILDING PROVIDING HORIZONTAL ACCESSIBILITY IS MUST

PROVIDE FLAT 1000 m² AS A SECONDRY LAYDOWN AREA FOR MUSEUM MAIN BUILDING

AREA (4 D.E.F) 4800 m² AREA (1 a.b) 3500 m²

AREA (5 D.E.F) 6800 m²

SECONDRY LAYDOWN AREAS 100 m² EACH

SECONDRY LAYDOWN AREAS FOR AREA ( 2 ) 100 m² EACH

SECONDRY LAYDOWN AREAS FOR AREA ( 3 ) 100 m² EACH

AREA (6 D.E.F) 9250 m² AREA (2 a.b) 3200 m²

AREA (3 a.b) 3200m²

LAYDOWN AREAS AT TEMPLE GARDEN 500 m²

HOIST REQUIRED TO TRANSFER MATERIALS FROM (3RD AT 46.5m - S.F AT 37.5m) LAYDOWN AREA (1B) AT 37.5 m

HOIST REQUIRED TO TRANSFER MATERIALS FROM (3RD AT 46.5m - S.F AT 31.5m)

3RD FLOOR 46.5 M

LAYDOWN AREA (1D) AT 31.5 SECONDRY LAYDOWN AREAS AT 25.5 M

ACCESS REQUIRED PYRAMID GABLE HAVE TO BE HOLD TILL TRANSFERRING MATERIAL INSIDE BUILDING

LAYDOWN AREA (2)

LAYDOWN AREA (2A)

TEMPLE GARDEN

MUSEUM LEVEL 3

+45M 4500 mm

MOBILE CRANE TO TRANSFER MATERIALS INSIDE MAIN BUILDING

+49.5M

HVACLI FECOSTANAL YSI SSAMPLE SAMPLEOFHVACLI FECOSTANAL YSI STO COURTSCOMPLEXI NSUDAN

HVAC â&#x20AC;&#x201C; Life Cycle Cost Analyses

air conditioning systems that are energy efficient and environmentally clean would necessarily cost more than those inferior systems. Owning cost, operating and maintenance costs are influential factors in the proper selection of equipment. The appropriate air conditioning system design would necessarily provide the comfort and hygiene conditions with as low as possible owning and operating costs. So, the primary objective of this lecture is to introduce the life cycle cost analyses.

INTRODUCTION The total cost is the combination of the owning, operating, and maintenance costs, Figure 1. The owning cost consists of the equipment and installation cost. The operating cost considered here would consist of the energy requirement costs, fuel and water consumption of HVAC systems. The energy requirements have also the indirect impact on the environment. On the other hand, the maintenance cost estimation is separated from the operating cost analysis and includes the lifetime expectancy; spare parts cost estimation, and sudden breakdown repair costs estimation. First the methodology of the life cycle cost analysis and the main factors that will be considered should be introduced. The analysis model will be based on the selected factors, such as the building configuration, the building function, and the space-cooling load. The analysis model will be selected according to the model accuracy, sensitivity, versatility, speed and cost, reproducibility, and ease of use [1]. The second phase of the analysis is the building sample(s) selection phase. This selection will base on the main factors that are resulted from the first phase. The building should be selected to have physical and construction configuration to be properly air conditioned by any of the air conditioning proposed systems. The third phase of the present analyses is the simulation phase. In this phase, the required energy, which should be extracted from the space to achieve the comfort, should be estimated. With the aid of the defined tool from the first phase, the simulation is performed to define the required quantity of all components and their initial costs. In this phase, the estimation of the operating and maintenance costs should be carried out. The final analysis of the investigation results will contain the final comparisons among the proposed HVAC systems, according to the energy saving, owning cost saving, operating cost saving, maintenance cost saving, and the overall cost saving. HVAC designers and engineers around the world are motivated to provide HVAC systems designs to achieve comfort and hygiene conditions economically. The HVAC designer is demanded to introduce a complete economical solution including the owning cost of the project, running and operating cost, and the maintenance cost.

Figure 1: General Procedure of Analysis

The present lecture will introduce a complete example of analysis based on the local legislations and technical conditions. The methodology proposed in the present lecture is adequate for the present economical requirement.

OWNING COSTS ANALYSIS Major decisions affecting annual owning and operating costs for the life of the building must generally be made prior to the completion of contract drawings and specifications. To achieve the best performance and economics, comparisons between alternative approaches to handle engineering requirements pertaining to each project must be made in the early stages of architectural design. Oversimplified estimates can lead to substantial errors in evaluating the system. A thorough understanding of the installation costs and accessory requirements must be established. Detailed lists of materials, controls, space and structural requirements, services, installation labours, and so forth can be prepared to increase the accuracy in preliminary cost estimates. A reasonable estimate of the cost of components may be derived

HVAC â&#x20AC;&#x201C; Life Cycle Cost Analyses

from cost records of recent installations of comparable design or from quotations submitted by manufacturers and contractors. The time frame (analysis period or study period) over which an economic analysis is performed has a major impact on results of the analysis. The analysis period is usually determined by specific analysis objectives, such as length of planned ownership or loan repayment period. The chosen analysis period is often unrelated to depreciation period or equipment service life, although these factors may be important in the analysis. Service life as used here is the time during which a particular system or component remains in its original service application. Replacement may be for any reason, including, but not limited to, failure, general obsolescence, reduced reliability, excessive maintenance cost, and changed system requirements due to such influences as building characteristics or energy prices. Most major economic analyses consider the cost of borrowing money (or the value of alternative uses of money), inflation, and the time value of money. Opportunity cost of money reflects the earnings that investing (or loaning) the money can produce. Time value of money reflects the fact that money received today is more useful than the same amount received a year from now, even with zero inflation, because the money is available for reinvestment earlier. Inflation (price escalation) decreases the purchasing or investing power (value) of future money because it can buy less (in the future). The cost or value of money must also be considered. When borrowing money, a percentage fee or interest rate must normally be paid. However, the interest rate may not necessarily be the correct cost of money to use in an economic analysis. Another factor, called the discount rate, is more commonly used to reflect the true cost of money. Discount rates used for analyses vary depending on individual investment, profit, and other opportunities. Interest rates, in contrast, tend to be more centrally fixed by lending institutions. The vague definition and variable nature of discount rate often causes confusion. To avoid this confusion, governments had specified particular discount rates that can be used in economic analyses relating to federal expenditures [2]. These discount rates are updated annually.

OPERATING COSTS ANALYSIS Operating costs result from the actual operation of the system. They include fuel and electrical costs, wages, supplies, water, material, and maintenance parts and services. ASHRAE Handbook, Fundamentals 2001 outlines how fuel and electrical requirements are estimated. Note that total energy consumption can not generally be multiplied by a per unit energy cost to arrive at annual utility cost. The total cost of electrical energy is usually a combination of several components: energy consumption charges, fuel adjustment charges, special allowances or other adjustments, and demand charges. Most utility rates have step rate schedules for consumption, and the cost of the last unit of energy consumed may be substantially different from that of the first. The last unit may be cheaper than the first because the fixed costs to the utility may already have been recovered from earlier consumption costs. Alternatively, the last unit of energy may be sold at a higher rate to encourage conservation. To reflect time-varying operating costs, some utilities charge different rates for consumption according to the time of use and season; typically, costs rise toward the peak period of use. This may justify the cost of shifting the load to off-peak periods. Special allowances may be available for customers who can receive power at higher voltages or for those who own transformers or similar equipment. Special rates may be available for specific interruptible loads such as domestic water heaters. Certain facility electrical systems may produce a low power factor, which means that the utility must supply more current on an intermittent basis, thus increasing their costs. These costs may be passed on as an adjustment to the utility bill if the power factor is below a level established by the utility. The power factor is the ratio of active (real) kilowatt power to apparent (reactive) kVA power. When calculating power bills, utilities should be asked to provide detailed cost estimates for various consumption levels. The final calculation should include any applicable special rates, allowances, taxes, and fuel adjustment charges. Electric rates may also have demand charges based on the customerâ&#x20AC;&#x2122;s peak kilowatt demand. While consumption charges typically cover the operating costs of the utility, demand charges typically cover the owning costs. Demand charges may be formulated in a variety of ways: Straight charge-cost per kilowatt per month, charged for the peak demand of the month. Excess charge-cost per kilowatt above a base demand (e.g., 50 kW), which may be established each month. Maximum demand (ratchet)-cost per kilowatt for the maximum annual demand, which may be reset only once a year. This established demand might either benefit or penalize the owner. Combination demand-cost per hour of operation of the demand. In addition to a basic demand charge, utilities may include further demand charges as demand-related consumption charges. The actual level of demand represents the peak energy use averaged over a specific period, usually 15, 30, or 60 min. accordingly; high electrical loads of only a few minutesâ&#x20AC;&#x2122; duration may never be recorded at the full instantaneous value. Alternatively, peak demand is recorded as the average of several consecutive short periods (i.e., 5 min out of each hour).

HVAC – Life Cycle Cost Analyses

The particular method of demand metering and billing is important when load shedding or shifting devices are considered. The portion of the total bill attributed to demand may vary widely, from 0% to as high as 70%.

MAINTENANCE COSTS ANALYSIS The quality of maintenance and maintenance supervision can be a major factor in the energy cost of a building. ASHRAE Handbook, Applications 1999 [3] covers the maintenance, maintainability, and reliability of systems. Dohrmann and Alereza 1986 [4] obtained maintenance costs and HVAC system information from 342 buildings located in 35 states in the United States. In 1983 U.S. dollars, data collected showed a mean HVAC system maintenance cost of 32¢ per square foot per year, with a median cost of 24 ¢/ft2 per year. The age of the building has a statistically significant but minor effect on HVAC maintenance costs. When analyzed by geographic location, the data revealed that location does not significantly affect maintenance costs. Analysis also indicated that building size is not statistically significant in explaining cost variation. The type of maintenance program or service agency, which the building management contracts for, can also have a significant effect on total HVAC maintenance costs. While extensive thorough routine and preventive maintenance programs cost more to administer, they usually produce benefits such as extended equipment life, improved reliability, and less system downtime. The following method may be used for estimating and comparing the total building HVAC maintenance costs for various equipment combinations. (Manufacturers and other industry sources should be consulted for current information on new types of equipment). Data were collected for office buildings. Data measure total HVAC building maintenance costs and do not measure the costs associated with maintaining particular items or individual pieces of equipment. The cost data are not intended for use in selecting new HVAC equipment or systems. This information is for equipment and systems already in place and may not be representative of the maintenance costs expected with newer equipment. This method assumes that the basic HVAC system in the building comprised fire-tube boilers for heating equipment, centrifugal chillers for cooling equipment, and VAV distribution systems. The total annual building HVAC maintenance cost for this system is 33.38 ¢/ft2. Adjustment factors are then applied to this base cost to account for building age and variations in type of HVAC equipment as follows. C, ¢/ft2 = Total annual building HVAC maintenance cost (¢/ft2) in 1983 dollars = Base system maintenance costs + Age adjustment factor * age in years + Heating factor h + Cooling system adjustment factor c + Distribution system adjustment factor d = 33.38 + 0.18 n + h + c + d (Review Table 1, 2)

system

adjustment

Table 1: Annual HVAC Maintenance Cost Adjustment Factors (In Cents Per Square Foot, 1983 U.S. Dollars) Age Adjustment Heating Equipment h Water tube boiler Cast iron boiler Electric boiler Heat pump Electric resistance Cooling Equipment c Reciprocating chiller a Absorption chiller (single stage) Water-source heat pump Distribution System d Single zone Multizone Dual duct Constant volume Two-pipe fan coil Four-pipe fan coil Induction

0.18 n +0.77 +0.94 -2.67 -9.69 -13.3 -4.0 +19.25 -4.72 +8.29 -4.66 -0.29 +8.81 -2.77 +5.80 +6.82

a These results pertain to buildings with older, single-stage absorption chillers. The data from the survey are not sufficient to draw inferences about the costs of HVAC maintenance in buildings equipped with new absorption chillers. From 1999 ASHRAE Handbook, HVAC Applications

Table 2: Estimates of Service Lives of Various System Components a

HVAC â&#x20AC;&#x201C; Life Cycle Cost Analyses Equipment Category

Equipment Item

Median Years

Air conditioners

Window unit Residential single or split package Commercial through-the-wall Water-cooled package Residential air-to-air Commercial air-to-air Commercial water-to-air Single-zone

10 15 15 15 15b 15 19

Heat pumps

Roof-top air conditioners Boilers, hot water (steam)

Furnaces Unit heaters Radiant heaters Air terminals

Fans

Coils Heat Exchangers Package chillers

Cooling towers

Insulation Pumps

Controls

Valve actuators

15 15

Multizone Steel water-tube Steel fire-tube Cast iron Electric Burners Gas- or oil-fired Gas or electric Hot water or steam Electric Hot water or steam Diffusers, grilles, and registers Induction and fan-coil units VAV and double-duct boxes Air washers Ductwork Dampers Centrifugal Axial Propeller Ventilating roof-mounted DX, water, or steam Electric Shell-and-tube Reciprocating compressors Reciprocating Centrifugal Absorption Galvanized metal Wood Ceramic Air-cooled condensers Evaporative condensers Molded Blanket Base-mounted Pipe-mounted Sump and well Condensate Reciprocating engines Steam turbines Electric motors Motor starters Electric transformers Pneumatic Electric Electronic Hydraulic Pneumatic Self-contained

24 (30) 25 (25) 35 (30) 15 21 18 13 20 10 25 27 20 20 17 30 20 25 20 15 20 20 15 24 20 25 25 25 25 20 34 20 20 20 24 20 10 10 15 20 30 18 17 30 20 16 15 15 20 10

From ASHRAE Handbook 1995, HVAC Applications and International Code Recommendation Source: Data obtained from a survey of the United States by ASHRAE Technical Committee TC 1.8 (Akalin 1978). a

See Lovvorn and Hiller (1985) and Easton Consultants (1986) for further information. b Data updated by TC 1.8 in 1986.

HVAC – Life Cycle Cost Analyses

CASE STUDY OF LIFE CYCLE COST ANALYSES Many buildings around the world utilize Air Conditioning systems to provide the thermal comfort conditions for the occupants and users of these buildings as well as providing adequate conditions for environmentally sensitive special equipment. The appropriate air conditioning system design would necessarily provide the comfort and hygiene conditions with as low as possible initial capital and operating costs. The present study presents a comparison between various systems according to the equipment and installation, operating, and maintenance costs. Based on the above analyses and prevailing units’ prices, energy, water and maintenance costs at January 2016. It is apparent that watercooled packaged units are of superior performance in terms of energy consumption and initial costs.

INVESTIGATION OUTLINES LOCATION OF INVESTIGATION Khartoum City is located in the middle area of Sudan and approximately 853 km coastline bordering the red sea as shown in Figure 2. Khartoum Sudan lies between latitudes 8° and 23°N. The terrain is generally flat plains; broken by several mountain ranges Cairo is known as Khartoum has a hot desert climate. Average outdoor temperature in summer is 42 oC and relative humidity is ranges from 7% (very dry) to 87% (very humid) and winter temperature is 17 oC .

INVESTIGATION METHODOLOGY The methodology of the present analysis and the main factors that will be considered are introduced. The analysis model is based on carefully selected factors, such as building configuration, building function, and space-cooling load. The analysis model will be selected according to the model accuracy, sensitivity, versatility, speed and cost, reproducibility, and ease of use [1].

INVESTIGATION SCOPE The selected building should have physical and construction configuration to be properly air conditioned by any of the air conditioning proposed systems. It should also be of typical size and function to better generalize the obtained results.

DESCRIPTION OF THE BUILDING A typical governmental building in Khartoum, Figure 3, was selected. It consists of varies floors with total floors of 45,000 m2.The roof is assigned to the cooling equipment. The cooling load is estimated based on the common architectural designs and the functionality of the buildings [7]. The cooling load schedule was found as shown in Figure 4.

Figure 2: Location of the Present Investigation

HVAC – Life Cycle Cost Analyses

SIMULATION PHASE This phase of the present study is the simulation phase. In this phase, the required thermal load, which should be extracted from the space to achieve the comfort, should be estimated. With the aid of the defined tool from the first phase, the load estimate was performed with one of the ASHRAE standard calculation procedures [1]. In this phase, the estimation of the operating and maintenance costs will be carried out.

CASE STUDY DETAILS The data had been collected on various equipment list prices from international and local manufacturers for the equipment required to air condition the present commercial building [7]. The following analysis covers the use of the following systems:

1 2

Description System with air Cooled Chillers 2 x 400 TR. VRV

Maintenance cost is calculated according to: C, Today $ = ((C, ¢/ft2 in 1983 dollars/100)*2.5*Area, m2*11.1) C, LE = ((C, ¢/ft2 in 1983 dollars/100) *2.5*Area, m2*11.1)*5 Where: LE = 0.2 $ (at the investigation time, January 2003). (Review Table 3)

All listed units of the presented systems are certified and are imported or local licensed production. Each option will be analyzed according to the cost analysis. The price of the electricity consumption is taken as 0.70 LE / kW.hr or 0.0875 $/ kW.hr [6], which is represent the price of electricity for the commercial sector applied for consumption slice greater than 1000 kW.hr. It is assumed that the water-cooled systems recycle 95% of the total water. A small portion of the water is bled from the system to control the build-up of impurities. Bleed rate = Evaporation rate / (cycles of concentration –1). Also, it is assumed that the Evaporation rate =3 GPM /100 refrigeration tons Cycles of concentration = 4 The water consumption price [5] is taken as 0.13 LE/m3 or 0.026 $/m3. The calculations of the annual cost analyses depend on the median years of the systems. The median year of each system is taken according to the ASHRAE Applications standards [3]. The study is performed according to the Egyptian Pounds [7], but the data will presented here according to the US dollars. Table 3: Case Study Considerations Five story building – mixed and commercial Area = 45000 m2 Cooling load = 2546 tons of Refrigeration = 8956 kW cooling Working 6 months per year Equivalent full load hours per day =11.0 hr/day Equivalent full load hours per year = 1980 hr/year Equivalent full load hours per year for compressors = 900 hr/year Interest Rate 10% Value of h Not Applicable Value of c -4.0 Value of d -2.77 Median Years 25 years for options 1, 2, 3, and 4 15 years for options 5 and 6

The final analyses of the investigation results will contain the final comparisons among the proposed HVAC systems, according to the energy saving, owning cost saving, operating cost saving, maintenance cost saving, and the overall cost saving.

HVAC – Life Cycle Cost Analyses

Figure 3: Building Configuration

Figure 4: Cooling Load Schedule

RESULTS AND DISCUSSIONS The cost of the cooling equipment (chillers or packaged units) contributes to about 35 to 81% of the total initial equipment cost for the various options, Figures (5-14). The lowest being that for option 2 (100mm Brick. 100mm polystyrene,150mm brick work) and glass with u value = 2.6 w/m²k instead of (100mm brick work , 50mm polystyrene,150mm brick) and glass with u value = 3.2 w/m²k The initial cost had a less significant effect on the total annual cost including  Amortized owning costs  Operating Cost  Maintenance Costs The maintenance cost is usually calculated in accordance with the ASHRAE formula as stated earlier with appropriate correction for data validation and inflation rates. The relative influence of the maintenance cost does not exceed 9%. The effect of the operating cost of the various layers for options 1 and 2 is of the same order of magnitude. It is very apparent that the total cost for option 2 is the lowest as its value is 19.951,672 LE for 10 years life span.is less than option 1 with 2,500,000. The estimated cost analyses subdivided into operating, maintenance and initial cost instalments are indicated in Figure 16. The tabulated data were obtained from the previous calculations shown in Figures (5 – 14) for the various options. Figure 15 shows these cost estimates under the various options conditions. Option 2 indicated the highest total annual cost the initial capital cost was estimated as 22,516,119 LE, giving 2843 TR as an average. Table 4: Analysis of Options

Constants HVAC system VRV TR = approximately 18,000 L.E Maintenance cost = C, ¢/ft2 = 33.38 + 0.18 n + h + c + d Maintenance cost = 130,000 $/year = approximately 1,040,000 LE/year.

Option (1)

HVAC – Life Cycle Cost Analyses

  

Wall with layers 100mm brick with thermal conductivity 0.77 w/mk , polystyrene insulation board 50mm with thermal conductivity 0.04 w/mk and 150mm brick thermal conductivity 0.77 w/mk accumulate a u value = 0.635 w/m²k. Glass u value = 3.2 w/m²k. Cooling capacity will be 10,000 KW

Initial cost Total ton refrigeration = 10,000 / 3.517 = 2843 TR Average cost LE per Ton refrigeration for VRF is 18000 LE Total initial project cost =2843*18,000 = 51,174,000 LE. Initial Cost = A (1+ 0.1) n Where n is the life time in years. Take n = 10 years for VRF Then 51,174,000 = A*2.59 A=19,691,119 LE. / Year

Operation cost The electric power consumption per Ton refrigeration = 1 KW elec. With cooling capacity of 2843 TR , the electrical requirement is 2843 kW Total number of working hours per year = 900 hours. 2843 * 900 = 2558700 = 2558700 KW hr / year 2.55E+6 * 0.7 = 1791000 LE. / year

Total cost per year = Intial cost+ Operating Cost + maintenance Cost 19,691,119 + 1,791,000 + 1,040,000 22,522,119 LE / year

Option (2)

HVAC – Life Cycle Cost Analyses

  

Wall with layers 100mm brick with thermal conductivity 0.77 w/mk , polystyrene insulation board 100mm with thermal conductivity 0.04 w/mk and 150mm brick thermal conductivity 0.77 w/mk accumulate a u value = 0.353 w/m²k. Glass u value = 2.6 w/m²k. Cooling capacity will be 8956 KW

Initial cost Total ton refrigeration = 8956 / 3.517 = 2546 TR 2546*18,000 = 45,828,000. Cost = A (1.1) 45,828,000 = A*2.59 A=17,694,200 LE. / Year

Operation cost Ton refrigeration * 1 KW elec. 2546 TR * 900 = 2291400 = 2.29 KW hr / year 2.29 * 0.7 = 1.603 LE. / year 1,603,000 LE. year Total cost per year = 19,951,672 LE / year

Option (3) Constants HVAC system Chillers

HVAC – Life Cycle Cost Analyses TR = approximately 20,000 L.E Maintenance cost = C, ¢/ft2 = 33.38 + 0.18 n + h + c + d Maintenance cost = 139,000 $/year = approximately 1,119,000 LE/year.   

Initial cost Total ton refrigeration = 8956 / 3.517 = 2546 TR 2546*20,000 = 50,920,000. n Initial Cost = A (1+0.1) 50,920,000 = A*10.834 A=4,700,000 LE. / Year

Operation cost Ton refrigeration * 0.7 KW elec. 1782.2 * 900 = 1603980 KW hr / year 1.6E+6 * 0.7 = 1,122,786 LE. / year 1,122,786 LE. year Total cost per year = 6,941,786 LE / year

Figure 15: Cost Comparisons of Various Options

HVAC â&#x20AC;&#x201C; Life Cycle Cost Analyses

For varies options, option 2 is less than option 1 by 2,500,000 LE per year as a total annual cost budget and will use less electricity, Option 3 is less than option 1by 15,580,333 LE & less than option 2 by 13,009,886 LE/year

REFERENCES [1]

ASHRAE Handbook, Fundamentals 2013, ASHRAE, Atlanta, USA.

[2] Lippiatt, B. L., 1994, Energy prices and discount factors for life-cycle cost analysis 1993, Annual Supplement to NIST Handbook 135 and NBS Special Publication 709, NISTIR 85-3273.7, National Institute of Standards and Technology, Gaithersburg, MD. [3]

ASHRAE Handbook, Applications 2015, ASHRAE, Atlanta, USA.

[4] Dohrmann, D. R., and T. Alereza, 1986, Analysis of survey data on HVAC maintenance costs. ASHRAE Transactions 92(2A): 550-65. [5] Arabian Electricity Magazine, 2002, Local Egyptian Tariff of Electricity for Commercial Applications, Vols. 6870, 2002. [6]

Egyptian Water Standards and Tariffs, 2002

[7] Khalil, E. E., 2002, Technical Assessment of Water-Cooled vs Air-Cooled Systems in Air-Conditioned Commercial Buildings Applications in Egypt, Cairo University, Egypt, 2002.