Mohamed jasim k portfolio

Page 1

Curriculum Vitae

DECLARATION

This Portfolio is a visual format of my boundless ideology in design and creation. It is a combination of multiple angles and branches of my thoughts portrayed and Developed . It displays skills in 3d visualization,Architecture,research & development and Evolution of concepts, Encompassing my areas of interests. I compiled this portfolio showcasing Architecture work from my Bachelors of Architecture Study and some of the works done in the Internship training programs.

Regards, Mohamed Jasim K.

BUILDING DECORATION & URBASCAPE-QATAR ARCHITECT-(JULY 2020 -PRESENT)

BOOMING SOLUTIONS-QATAR

DESIGNER (MAR 2020 - JULY 2020)

PISHON ARCHITECTS. JUNIOR ARCHITECT-(SEP 2018 - MAR 2020)

CHENNAI TRANSIT SQUARE, An Urban Interchange.

Architectural Thesis(Final Year Project)

INTERNSHIP , New Delhi. Oracles landscape Studio

Content 02 01 03 04 05

VENDOME BRIDGE ,LUSAIL.(FIT-OUT) Building Decoration

BUILDING DECORATION & URBASCAPE-QATAR ARCHITECT-(JULY 2020 -PRESENT)

1. ALL WORKS ARE TO BE DONE IN STRICT COMPLIANCE TO KAHRAMAA REGULATIONS, CONDITIONS OF THE CONTRACT AND TO ANY REGULATIONS PREVALENT IN THE STATE OF QATAR.

2. ALL DIMENSIONS ARE IN MILLIMETERS (MM) UNLESS NOTED OTHERWISE.

3. THE ARCHITECTURAL DRAWING SHALL BE REVIEWED IN COORDINATION WITH STRUCTURAL AND MEP DRAWINGS AND ANY INCONSISTENCY SHALL BE BROUGHT TO THE NOTICE OF THE ENGINEER.

VENDOME BRIDGE ,LUSAIL.(FIT-OUT)
LUSAIL ENTERTAINMENT CITY PROJECT LOGO: 1 No. REFRENCE NO. REV. A APPROVED B C D APPROVED AS NOTED REVISE AND RE SUBMIT REJECTED E ADDITIONAL INFORMATION REQ. Tel Fax ABU DHABI MANILA KUALA LUMPUR MUSCAT P.O. Box 1148 Doha, Qatar +974 406 88 88 +974 447 78 68 aeb@aeb-qatar.com www.aeb-qatar.com KEYPLAN: UNITED DEVELOPERS COMPANY Level 5, Regency Group Holding Building, Suhaim Bin Hamad Street, Doha, Qatar Doha, Qatar Tel: +974 4487 5222 Fax: +974 4487 5333 NOTES: Al Reem Tower Al Maktoum Street, Suite 704 Dubai, UAE, P.O Box 10764 Phone +9714 2282841 Fax +9714 2282965 2 3 4 5 SIGNATURE:- DATE:NO. DATE DESCRIPTION APPROVED Al-Fereej Building Office 301 C-Ring Road Najma Phone +974 5516 8239 Fax +974 4434 0477 SUBMITTAL REFERENCE: DRAWING OR CORRESPONDENCE REFERENCE: REVISION TABLE: FOR CONSULTANT: OWNER: PROJECT MANAGER: LEAD CONSULTANT: MEP CONSULTANT: STRUCTURAL CONSULTANT: SUB-CONTRACTOR: FIRE & SAFETY CONSULTANT: GSAS CONSULTANT: PROJECT: PLACE VENDOME (COM#D1-D9) AT LUSAIL-DOHA-SOUTHWEST INTERSECTION BRIDGE WITH UNDERPASS SITE: TITLE: DRAWING NO.: REV.: SCALE: DRAWN BY: CHECKED BY: DATE: MSI---00 FOR SHOP DRAWING APPROVAL 02 PERSPECTIVE 02 PV-LB-BD-SD-ARC-056-02 AS SHOWN 15-11-2020 MQL SCALE LUSAIL VENDOME BRIDGE NTS PERSPECTIVE 02 1 12-09-2020 15-11-2020 02 FOR SHOP DRAWING APPROVAL SCALE LUSAIL VENDOME BRIDGE NTS PERSPECTIVE 02 2

THE ARCHITECTURAL DRAWING SHALL BE REVIEWED IN COORDINATION WITH STRUCTURAL AND MEP DRAWINGS AND ANY INCONSISTENCY SHALL BE BROUGHT TO THE NOTICE OF THE ENGINEER.

m9 m6 m7 m8 pi5 3263 5500 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1193 1193 1193 1193 1156 1156 1156 1156 1158 1157 2315 1157 1157 1157 1157 1157 1157 1157 1157 1157 1157 1157 1157 1157 1157 1157 1157 1157 1157 1157 1157 1157 1158 1158 1158 1157 4630 4630 4630 4630 4630 4630 4630 4626 4770 4767 4767 4767 4767 4767 4767 329 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 2400 248 274 260 154 1384 2400 996 D7 D5 D6 D6 D6 D6 D6 D6 D7 D8 D7 D7 D7 D7 D7 D7 D7 D14 m5 m4 m3 pi4 pi3 2371 1160 1160 1160 1160 1159 1159 1159 1159 1158 1158 1158 1158 1159 1159 1159 1159 1159 1159 1159 1159 1159 1159 1159 1159 1158 1158 1158 1158 1159 1159 1159 1159 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 4767 4767 4767 4767 4767 4767 4766 4636 4634 4635 4635 4635 4633 4635 4640 2400 2400 2400 2400 2400 2400 1600 2400 2400 2400 2400 1475 2400 2400 2400 2400 2068 2400 2400 2400 2400 1677 2400 2400 2400 2400 1093 2400 2400 2400 2400 1473 252 246 238 237 254 282 283 D7 D7 D7 D7 D7 D7 D9 D10 D9 D11 D11 D11 D11 D11 D11 D12 1138 D14 m9 m5 m4 m3 m6 m7 m8 pi5 pi4 pi3 5500 1160 1160 1160 1160 1159 1159 1159 1159 1158 1158 1158 1158 1159 1159 1159 1159 1159 1159 1159 1159 1159 1159 1159 1159 1158 1158 1158 1158 1159 1159 1159 1159 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1192 1193 1193 1193 1193 1156 1156 1156 1156 1158 1157 2315 1157 1157 1157 1157 1157 1157 1157 1157 1157 1157 1157 1157 1157 1157 1157 1157 1157 1157 1157 1157 1157 1158 1158 1158 1157 4630 4630 4630 4630 4630 4630 4630 4626 4770 4767 4767 4767 4767 4767 4767 4767 4767 4767 4767 4767 4767 4766 4636 4634 4635 4635 4635 4633 4635 4640 2400 996 D7 D5 D6 D6 D6 D6 D6 D6 D7 D8 D7 D7 D7 D7 D7 D7 D7 D7 D7 D7 D7 D7 D9 D10 D9 D11 D11 D11 D11 D11 D11 D12 1. ALL WORKS ARE TO BE DONE IN STRICT COMPLIANCE TO KAHRAMAA REGULATIONS, CONDITIONS OF THE CONTRACT AND TO ANY REGULATIONS PREVALENT IN THE STATE OF
3.
LUSAIL ENTERTAINMENT CITY PROJECT LOGO: 1 No. REFRENCE NO. REV. A APPROVED B C D APPROVED AS NOTED REVISE AND RE SUBMIT REJECTED E ADDITIONAL INFORMATION REQ. OTHER BRANCHES: Tel Fax ABU DHABI MANILA KUALA LUMPUR MUSCAT P.O. Box 1148 Doha, Qatar +974 406 88 88 +974 447 78 68 aeb@aeb-qatar.com KEYPLAN: UNITED DEVELOPERS COMPANY Level 5, Regency Group Holding Building, Suhaim Bin Hamad Street, Doha, Qatar Doha, Qatar Tel: +974 4487 5222 Fax: +974 4487 5333 Consulting Engineers, Planners, Managers Meinhardt (Singapore) Pte Ltd NOTES: Al Reem Tower Al Maktoum Street, Suite 704 Dubai, UAE, P.O Box 10764 Phone +9714 2282841 Fax +9714 2282965 2 3 4 5 SIGNATURE:- DATE:NO. DATE DESCRIPTION APPROVED Al-Fereej Building Office 301 C-Ring Road Najma Fax +974 4434 0477 SUBMITTAL REFERENCE: DRAWING OR CORRESPONDENCE REFERENCE: REVISION TABLE: FOR CONSULTANT: OWNER: PROJECT MANAGER: LEAD CONSULTANT: MEP CONSULTANT: STRUCTURAL CONSULTANT: SUB-CONTRACTOR: FIRE & SAFETY CONSULTANT: GSAS CONSULTANT: PROJECT: PLACE VENDOME (COM#D1-D9) AT LUSAIL-DOHA-SOUTHWEST INTERSECTION BRIDGE WITH UNDERPASS SITE: TITLE: DRAWING NO.: REV.: SCALE: DRAWN BY: CHECKED BY: DATE: MSI--00 09-09-20 FOR SHOP DRAWING APPROVAL LONGITUDINAL SECTION-DECK 02 00 AS SHOWN 09-09-2020 MJ PV-LB-BD-SD-ARC-015-00 SCALE LUSAIL VENDOME BRIDGE 1:200 (A1) 1:400 (A3) LONGITUDINAL SECTION-DECK 02 1 18007-ST-SD-100 01 SCALE LUSAIL VENDOME BRIDGE 1:100 (A1) 1:200 (A3) LONGITUDINAL SECTION-DECK 02-BLOWUP-A 2 SCALE LUSAIL VENDOME BRIDGE 1:100 (A1) 1:200
BLOWUP A BLOWUP B 1.50mm THK OMEGA STEEL PROFILE HORIZONTAL AND VERTICAL SUPPORT SUSPENDED SCREWED AND/OR WELDED TO SHS 4mmU STRAP SUPPORTING THE 100X50X4mm RHS 'C'- CHANNEL PROFILE STRUCTURAL BRACING (BY OTHERS) 100x50x4mm RHS ORIENTATION:PARALLEL WITH THE I-BEAMS SPACED @ 1220mm O/C SUPPORTED BY STRUCTURAL BRACINGS 40x40x2mm SHS ORIENTATION: PERPENDICULAR WITH THE I-BEAMS 15mm THK BOARD VENDOME BRIDGE ,LUSAIL.(FIT-OUT)
QATAR. 2. ALL DIMENSIONS ARE IN MILLIMETERS (MM) UNLESS NOTED OTHERWISE.
(A3) LONGITUDINAL SECTION-DECK 02-BLOWUP-B 3

DIMENSIONS ARE IN

(MM) UNLESS NOTED OTHERWISE. 3. THE ARCHITECTURAL DRAWING SHALL BE REVIEWED IN COORDINATION WITH STRUCTURAL AND MEP DRAWINGS AND ANY INCONSISTENCY SHALL BE BROUGHT TO THE NOTICE OF THE ENGINEER.

+13.125 4700 4700 668 600 600 600 600 600 600 600 600 600 600 600 600 600 600 668 775 1200 1200 1200 1200 1200 1200 1200 775 840 1220 1220 1220 1220 1220 840 244 244 eq. eq. eq. eq. This distance will vary according to max. stiffener's width This distance will vary according to max. stiffener's width 202 845 845 1906 This distance will vary according to height of the I-beam 202 987 987 2216 150 125 165 100 50 50 440 1330 200 1970 910 1110 910 150 125 165 100 50 50 440 1330 200 1970 910 1110 80 40 25 This distance will vary according to height of the I-beam eq. eq. eq. eq. FFL +12.951 FFL +12.204 FFL +11.161 FFL +9.821 FFL +8.317 PIER-6 PIER-7 PIER-8 4634Seg.26 Seg.23 Seg.32 8000 Seg.31 Seg.30 11000 11000 11430 Seg.28 Seg.27 8919 Seg.26 Seg.25 Seg.24 Seg.23 11257 1. ALL WORKS ARE TO BE DONE IN STRICT COMPLIANCE TO KAHRAMAA REGULATIONS, CONDITIONS OF THE CONTRACT AND TO ANY REGULATIONS PREVALENT IN THE STATE OF QATAR.
LUSAIL ENTERTAINMENT CITY PROJECT LOGO: 1 No. REFRENCE NO. REV. A APPROVED B C D APPROVED AS NOTED REVISE AND RE SUBMIT REJECTED E ADDITIONAL INFORMATION REQ. AEB HEADQUARTERS: OTHER BRANCHES: Email Web P.O. Box 1148 Doha, Qatar aeb@aeb-qatar.com www.aeb-qatar.com KEYPLAN: UNITED DEVELOPERS COMPANY Level 5, Regency Group Holding Building, Suhaim Bin Hamad Street, Doha, Qatar Doha, Qatar Tel: +974 4487 5222 Fax: +974 4487 5333 Consulting Engineers, Planners, Managers Meinhardt (Singapore) Pte Ltd NOTES: Al Reem Tower Al Maktoum Street, Suite 704 Dubai, UAE, P.O Box 10764 Phone +9714 2282841 Fax +9714 2282965 2 3 4 5 SIGNATURE:- DATE:NO. DATE DESCRIPTION APPROVED Al-Fereej Building Office 301 C-Ring Road Najma Doha, Qatar, P.O Box 63382 Phone +974 5516 8239 SUBMITTAL REFERENCE: DRAWING OR CORRESPONDENCE REFERENCE: REVISION TABLE: FOR CONSULTANT: OWNER: PROJECT MANAGER: LEAD CONSULTANT: MEP CONSULTANT: STRUCTURAL CONSULTANT: SUB-CONTRACTOR: FIRE & SAFETY CONSULTANT: GSAS CONSULTANT: PROJECT: PLACE VENDOME (COM#D1-D9) AT LUSAIL-DOHA-SOUTHWEST INTERSECTION BRIDGE WITH UNDERPASS SITE: TITLE: DRAWING NO.: REV.: SCALE: DRAWN BY: CHECKED BY: DATE: MSI--18007-ST-GA-214 00 00 15-11-20 FOR SHOP DRAWING APPROVAL CROSS SECTION-PIER BETWEEN PI27& PI3 PV-LB-BD-SD-ARC-027-02 00 AS SHOWN 15-11-2020 MJ SCALE LUSAIL VENDOME BRIDGE 1:20 (A1) 1:40(A3) CROSS SECTION-PIER BETWEEN PI2 &PI3 1 100x50x4mm RHS ORIENTATION: PARALLEL WITH I-BEAM BLOW UP -A(REF-SD-ARC-027A) 15MM THK. BOARD SCREWED TO THE OMEGA STEEL PROFILE 'C'-CHANNEL 40x40x2mm SHS ORIENTATION:PARALLEL WITH I- BEAM 40x40x2mm SHS ORIENTATION:PERPENDICULAR WITH I- BEAM 1.50mm THK OMEGA STEEL PROFILE HORIZONTAL AND VERTICAL SUPPORT SCREWED TO SHS KEYPLAN -DECK 03 VENDOME BRIDGE ,LUSAIL.(FIT-OUT)
FFL
2. ALL
MILLIMETERS

CONCRETE PEDESTAL

1.5MM THK. STEEL PLATE WELDED TO 40X40X2MM THK. SHS AND ANCHORED TO CONCRETE PARAPET BY HSA-M10x98

WITH HILTI HIT-RE100-HC580/1

40X40X3MM THK. SHS. WELDED TO STEEL PLATE AND ANGLE BAR ON ONE SIDE.

70X50X2MM THK.ANGLE BAR WELDED TO SHS. AND ANCHORED TO CONCRETE PEDESTAL BY HSA-M10X98 WITH HILTI HIT-RE100-HC580/1

40X60X3MM THK. SHS. WELDED TO SHS.

70X50X2MM THK.ANGLE BAR WELDED TO SHS. AND ANCHORED TO CONCRETE PEDESTAL BY HSA-M10X98 WITH HILTI HIT-RE100-HC580/1

80X80X3MM THK. SHS. WELDED TO RHS.

40X60X3MM THK. SHS. WELDED TO SHS. AND ANGLE BAR. 1.5 MM THK. OMEGA STEEL PROFILE PLACED PARALLEL & ANCHORED TO CONCRETE PEDESTAL BY HSA-M10x98 WITH HILTI HIT-RE100-HC580/1

20 MM THK.GRC BOXES SCREWED TO 1.5MMMM THK.OMEGA STEEL PROFILE BY 1.5" SCREWS.

25MM THK.GRC TOP COVER FIXED TO THE 40X40X2MM BY PATTA HEX HEAD SELF DRILLING SCREWS 3''

40X80X3MM THK.ANGLE BAR WELDED TO SHS. AND ANCHORED TO CONCRETE PEDESTAL BY HSA-M10X98 WITH HILTI HIT-RE100-HC580/1

40X40X3MM THK. SHS. WELDED TO ANGLE BAR

40X60X3MM THK. SHS. WELDED TO SHS.

70X50X2MM THK.ANGLE BAR WELDED TO SHS. AND ANCHORED TO CONCRETE PEDESTAL BY HSA-M10X98 WITH HILTI HIT-RE100-HC580/1

200X200X2MM THK.STEEL PLATE WELDED TO RHS.ANCHORED TO CONCRETE PEDESTAL

CONCRETE PEDESTAL

40X60X3MM THK. SHS. WELDED TO SHS. AND ANGLE BAR. 80X80X3MM THK. SHS PLACE PERPENDICULAR AND. WELDED TO RHS.

20 MM THK.GRC BOXES SCREWED TO 1.5MMMM THK.OMEGA STEEL PROFILE BY 1.5" SCREWS.

1.5 MM THK. OMEGA STEEL PROFILE PLACE PARALLEL & ANCHORED TO CONCRETE PEDESTAL BBY HSA-M10x98 WITH HILTI HIT-RE100-HC580/1

600X120X2MM THK.STEEL PLATE WELDED TO SHS.

40X40X3MM THK. SHS. WELDED TO STEEL PLATE AND STEEL OF THE CONCRETE PEDESTAL

100X50X3MM THK. SHS. WELDED TO SHS.

20MM THK.DECORATIVE GRC. SCREWED TO OMEGA STEEL SUPPORT BY 4" SCREWS.

1.5 MM THK. OMEGA STEEL PROFILE WELDED TO THE 100X50X3MM THK. RHS.

80X80X3MM THK. SHS. WELDED TO CONCRETE PEDESTAL AND STEEL PLATE

STEEL PLATE WELDED TO 80X80X3MM SHS.

20MM THK. DECORATIVE GRC. BOTTOM COVER SCREWED TO 2MM THK.STEEL PLATE BY 3 4 " SCREWS.

80X40X3MM RHS. WELDED FROM I-BEAM

20MM THK. DECORATIVE CORNICE GRC. SCREWED TO 80X40X3MM THK. SHS.BY 4" SCREWS.

20MM THK.GRC TOP COVER FIXED TO THE 40X40X2MM BY PATTA HEX HEAD SELF DRILLING SCREWS 3''

40X80X3MM THK.ANGLE BAR WELDED TO SHS. AND ANCHORED TO CONCRETE PEDESTAL BY HSA-M10X98 WITH HILTI HIT-RE100-HC580/1 40X40X3MM THK. SHS. WELDED TO ANGLE BAR 40X60X3MM THK. SHS. WELDED TO SHS.

70X50X2MM THK.ANGLE BAR WELDED TO SHS. AND ANCHORED TO CONCRETE PEDESTAL BY HSA-M10X98 WITH HILTI HIT-RE100-HC580/1 CONCRETE PEDESTAL

80X80X3MM THK. SHS PLACE PERPENDICULAR AND. WELDED TO RHS.

20 MM THK.GRC BOXES SCREWED TO 1.5MMMM THK. OMEGA STEEL PROFILE BY 1.5" SCREWS.

1.5 MM THK. OMEGA STEEL PROFILE PLACE PARALLEL & ANCHORED TO CONCRETE PEDESTAL BBY HSA-M10x98 WITH HILTI HIT-RE100-HC580/1 40X60X3MM THK. SHS. WELDED TO SHS.

DECORATIVE GRC. SCREWED TO OMEGA STEEL SUPPORT BY 4" SCREWS.

600X120X2MM THK.STEEL PLATE WELDED TO SHS.

40X40X3MM THK. SHS. WELDED TO STEEL PLATE AND STEEL OF THE CONCRETE PEDESTAL 1.5 MM THK. OMEGA STEEL PROFILE WELDED TO THE 100X50X3MM THK. RHS.

80X80X3MM THK. SHS. WELDED TO CONCRETE PEDESTAL AND STEEL PLATE

STEEL PLATE WELDED TO 80X80X3MM SHS.

80X40X3MM RHS. WELDED FROM I-BEAM

DECORATIVE CORNICE GRC. SCREWED TO 80X40X3MM THK. SHS.BY 4" SCREWS. I-BEAM

CONCRETE PEDESTAL

1.5MM THK. STEEL PLATE WELDED TO 40X40X2MM THK. SHS AND ANCHORED TO CONCRETE PARAPET BY HSA-M10x98 WITH HILTI HIT-RE100-HC580/1

1. ALL WORKS ARE TO BE DONE IN STRICT COMPLIANCE TO KAHRAMAA REGULATIONS, CONDITIONS OF THE CONTRACT AND TO ANY REGULATIONS PREVALENT IN THE STATE OF QATAR.

2. ALL DIMENSIONS ARE IN MILLIMETERS (MM) UNLESS NOTED OTHERWISE.

70X50X2MM THK.ANGLE BAR WELDED TO SHS. AND ANCHORED TO CONCRETE PEDESTAL BY HSA-M10X98 WITH HILTI HIT-RE100-HC580/1

40X60X3MM THK. SHS. WELDED TO SHS.

40X80X2MM THK.ANGLE BAR WELDED TO SHS. AND ANCHORED TO CONCRETE PEDESTAL BY HSA-M10X98 WITH HILTI HIT-RE100-HC580/1

40X40X3MM THK. SHS. WELDED TO ANGLE BAR

70X50X2MM THK.ANGLE BAR WELDED TO SHS. AND ANCHORED TO CONCRETE PEDESTAL BY HSA-M10X98 WITH HILTI HIT-RE100-HC580/1

80X80X3MM THK. SHS. WELDED TO RHS.

1.5 MM THK. OMEGA STEEL PROFILE PLACED PARALLEL & ANCHORED TO CONCRETE PEDESTAL BY HSA-M10x98 WITH HILTI HIT-RE100-HC580/1 20 MM THK.GRC BOXES SCREWED TO 1.5MM THK.OMEGA STEEL PROFILE BY 1.5" SCREWS.

3. THE ARCHITECTURAL DRAWING SHALL BE REVIEWED IN COORDINATION WITH STRUCTURAL AND MEP DRAWINGS AND ANY INCONSISTENCY SHALL BE BROUGHT TO THE NOTICE OF THE ENGINEER.

LUSAIL ENTERTAINMENT CITY
1 No. REFRENCE NO. REV. A APPROVED B C D APPROVED AS NOTED REVISE AND RE SUBMIT REJECTED E ADDITIONAL INFORMATION REQ. AEB HEADQUARTERS: OTHER BRANCHES: Email Web P.O. Box 1148 Doha, Qatar aeb@aeb-qatar.com www.aeb-qatar.com KEYPLAN: UNITED DEVELOPERS COMPANY Level 5, Regency Group Holding Building, Suhaim Bin Hamad Street, Doha, Qatar Doha, Qatar Tel: +974 4487 5222 Fax: +974 4487 5333 Consulting Engineers, Planners, Managers Meinhardt (Singapore) Pte Ltd NOTES: Al Reem Tower Al Maktoum Street, Suite 704 Dubai, UAE, P.O Box 10764 Phone +9714 2282841 Fax +9714 2282965 2 3 4 5 SIGNATURE:- DATE:NO. DATE DESCRIPTION APPROVED Al-Fereej Building Office 301 Doha, Qatar, P.O Box 63382 Phone +974 5516 8239 SUBMITTAL REFERENCE: DRAWING OR CORRESPONDENCE REFERENCE: REVISION TABLE: FOR CONSULTANT: OWNER: PROJECT MANAGER: LEAD CONSULTANT: MEP CONSULTANT: STRUCTURAL CONSULTANT: SUB-CONTRACTOR: FIRE & SAFETY CONSULTANT: GSAS CONSULTANT: PROJECT: PLACE VENDOME (COM#D1-D9) AT LUSAIL-DOHA-SOUTHWEST INTERSECTION BRIDGE WITH UNDERPASS SITE: TITLE: DRAWING NO.: REV.: SCALE: DRAWN BY: CHECKED BY: DATE: MSI--TYPICAL DETAILS FOR THE FIXATION OF GRC BOX IN CONCRETE PEDESTAL 00 AS SHOWN 10 -01-2020 MJ PV-LB-BD-SD-ARC-057A-01 SCALE LUSAIL VENDOME BRIDGE 1:10 PLAN -TYPICAL DETAILS FOR THE FIXATION OF GRC BOX IN CONCRETE PEDESTAL 1 SCALE LUSAIL VENDOME BRIDGE 1:10 TOP VIEW -TYPICAL DETAILS FOR THE FIXATION OF GRC BOX IN CONCRETE PEDESTAL 2 SCALE LUSAIL VENDOME BRIDGE 1:10 FRONT ELEVATION-TYPICAL DETAILS
PROJECT LOGO:
FOR THE FIXATION OF GRC BOX IN CONCRETE PEDESTAL 3 SCALE
NOTE: ALL THE STEEL USED IS HOT DIP GALVANIZED ALL THE SCREWS USED ARE PATTA HEX HEAD SELF DRILLING SCREWS ALL THE BOLTS USED ARE HSA-M10X98 WITH HILTI HIT-RE100-HC580/1
LUSAIL VENDOME BRIDGE 1:10 SIDE ELEVATION-TYPICAL DETAILS FOR THE FIXATION OF GRC BOX IN CONCRETE PEDESTAL 4
150
887
975
850 709 849
392 527 527 645 625 250 224
VENDOME BRIDGE ,LUSAIL.(FIT-OUT)

40X60X3MM THK. SHS. WELDED TO SHS.

70X50X2MM THK.ANGLE BAR WELDED TO SHS. AND ANCHORED TO CONCRETE PEDESTAL BY HSA-M10X98 WITH HILTI HIT-RE100-HC580/1

1.5MM THK. STEEL PLATE WELDED TO 40X40X2MM THK. SHS AND ANCHORED TO CONCRETE PARAPET BY HSA-M10x98 WITH HILTI HIT-RE100-HC580/1

1.5 MM THK. OMEGA STEEL PROFILE WELDED TO THE 100X50X3MM THK. RHS.

80X80X3MM THK. SHS. WELDED TO CONCRETE PEDESTAL AND STEEL PLATE SUPPORTING THE BOTTOM GRC STEEL PLATE WELDED TO 80X80X3MM SHS.SUPPORTING THE DECORATIVE CORNICE

80X40X3MM RHS. WELDED FROM I-BEAM

I-BEAM

CONCRETE PEDESTAL

40X40X3MM THK. SHS. WELDED TO ANGLE BAR

40X80X3MM THK.ANGLE BAR WELDED TO SHS. AND ANCHORED TO CONCRETE PEDESTAL BY HSA-M10X98 WITH HILTI HIT-RE100-HC580/1

40X40X3MM THK. SHS. WELDED TO STEEL PLATE.

40X60X3MM THK. SHS. WELDED TO SHS.

1.5MM THK. STEEL PLATE WELDED TO 40X40X2MM THK. SHS AND ANCHORED TO CONCRETE PARAPET BY HSA-M10x98 WITH HILTI HIT-RE100-HC580/1

70X50X2MM THK.ANGLE BAR WELDED TO SHS. AND ANCHORED TO CONCRETE PEDESTAL BY HSA-M10X98 WITH HILTI HIT-RE100-HC580/1

80X80X3MM THK. SHS. WELDED TO RHS.

1.5 MM THK. OMEGA STEEL PROFILE PLACE PARALLEL & ANCHORED TO CONCRETE PEDESTAL BBY HSA-M10x98 WITH HILTI HIT-RE100-HC580/1

200X200X2MM THK.STEEL PLATE WELDED TO RHS.ANCHORED TO CONCRETE PEDESTAL

40X40X3MM THK. SHS. WELDED TO STEEL PLATE AND STEEL OF THE CONCRETE PEDESTAL

600X120X2MM THK.STEEL PLATE WELDED TO SHS.

100X50X3MM THK. SHS. WELDED TO SHS.

1.5 MM THK. OMEGA STEEL PROFILE WELDED TO THE 100X50X3MM THK. RHS.

I-BEAM

I-BEAM

1. ALL WORKS ARE TO BE DONE IN STRICT COMPLIANCE TO KAHRAMAA REGULATIONS, CONDITIONS OF THE CONTRACT AND TO ANY REGULATIONS PREVALENT IN THE STATE OF QATAR.

2. ALL DIMENSIONS ARE IN MILLIMETERS (MM) UNLESS NOTED OTHERWISE.

3. THE ARCHITECTURAL DRAWING SHALL BE REVIEWED IN COORDINATION WITH STRUCTURAL AND MEP DRAWINGS AND ANY INCONSISTENCY SHALL BE BROUGHT TO THE NOTICE OF THE ENGINEER.

LUSAIL ENTERTAINMENT CITY
1 No. REFRENCE NO. REV. A APPROVED B C D APPROVED AS NOTED REVISE AND RE SUBMIT REJECTED E ADDITIONAL INFORMATION REQ. AEB HEADQUARTERS: OTHER BRANCHES: Email Web P.O. Box 1148 Doha, Qatar aeb@aeb-qatar.com www.aeb-qatar.com KEYPLAN: UNITED DEVELOPERS COMPANY Level 5, Regency Group Holding Building, Suhaim Bin Hamad Street, Doha, Qatar Doha, Qatar Tel: +974 4487 5222 Fax: +974 4487 5333 Consulting Engineers, Planners, Managers Meinhardt (Singapore) Pte Ltd NOTES: Al Reem Tower Al Maktoum Street, Suite 704 Dubai, UAE, P.O Box 10764 Phone +9714 2282841 Fax +9714 2282965 2 3 4 5 SIGNATURE:- DATE:NO. DATE DESCRIPTION APPROVED Al-Fereej Building Office 301 Doha, Qatar, P.O Box 63382 Phone +974 5516 8239 SUBMITTAL REFERENCE: DRAWING OR CORRESPONDENCE REFERENCE: REVISION TABLE: FOR CONSULTANT: OWNER: PROJECT MANAGER: LEAD CONSULTANT: MEP CONSULTANT: STRUCTURAL CONSULTANT: SUB-CONTRACTOR: FIRE & SAFETY CONSULTANT: GSAS CONSULTANT: PROJECT: PLACE VENDOME (COM#D1-D9) AT LUSAIL-DOHA-SOUTHWEST INTERSECTION BRIDGE WITH UNDERPASS SITE: TITLE: DRAWING NO.: REV.: SCALE: DRAWN BY: CHECKED BY: DATE: MSI--00 AS SHOWN 10 -01-2020 MJ PV-LB-BD-SD-ARC-057A-02 NOTE: ALL THE STEEL USED IS HOT DIP GALVANIZED ALL THE SCREWS USED ARE PATTA HEX HEAD SELF DRILLING SCREWS ALL THE BOLTS USED ARE HSA-M10X98 WITH HILTI HIT-RE100-HC580/1 SCALE LUSAIL VENDOME BRIDGE NTS PERSPECTIVE -TYPICAL DETAILS FOR THE FIXATION OF GRC BOX IN CONCRETE PEDESTAL 1 SCALE LUSAIL VENDOME BRIDGE NTS PERSPECTIVE -TYPICAL DETAILS FOR THE FIXATION OF GRC BOX IN CONCRETE PEDESTAL 2 TYPICAL PERSPECTIVE FOR THE FIXATION OF GRC BOX IN CONCRETE PEDESTAL
NTS PERSPECTIVE-LIGHT POST 3
PROJECT LOGO:
SCALE LUSAIL VENDOME BRIDGE
CONCRETE PARAPET LAMP POST 20 MM THK.GRC BOXES SCREWED TO 1.5MM THK.OMEGA
BY 1.5" SCREWS. 20MM THK. DECORATIVE GRC.
COVER SCREWED TO 2MM
PLATE BY 3 4
SCREWS. 20MM THK.DECORATIVE
SCREWED TO
SCREWS.
STEEL PROFILE
BOTTOM
THK.STEEL
"
CORNICE GRC.
80X40X3MM THK. SHS.BY 4"
25MM THK.GRC TOP COVER FIXED TO
VENDOME BRIDGE ,LUSAIL.(FIT-OUT)
THE 40X40X2MM BY PATTA HEX HEAD SELF DRILLING SCREWS 3''
PAVILION DESIGNS,Urbascape
PAVILION DESIGNS,Urbascape
PAVILION DESIGNS,Urbascape
PAVILION DESIGNS,Urbascape
PAVILION DESIGNS,Urbascape
PAVILION DESIGNS,Urbascape

STALIN’S RESIDENCE, CHENNAI. Pishon Architects

PISHON ARCHITECTS. ARCHITECT-(SEP 2018-PRESENT)

Pishon Architects

SR
RESIDENCE , CHENNAI.

Pishon Architects

SR RESIDENCE , CHENNAI.

Pishon Architects

3 BEDROOM OPTION
TOP STATION, MUNNAR.

Pishon Architects

1 BEDROOM OPTION
TOP STATION, MUNNAR.

COAL BARBEQUES, OMR ,CHENNAI.

Pishon Architects

IAS OFFICER’S MESS, CHENNAI. Pishon Architects

YOSHNAS BOUTIQUE, CHENNAI. Pishon Architects

COMMANDER’S COURT, CHENNAI. Pishon Architects

SRB JEWELLERS, ALANGAYAM. Pishon Architects

KITCHEN

KAREEM RESIDENCE, KERALA. WhiteBox Studio

CHENNAI TRANSIT SQUARE, An Urban Interchange. Architectural Thesis(10th Sem)

Architectural Thesis (Chennai Transit Square) View from Urban Plaza

CHENNAI TRANSIT SQUARE, An Urban Interchange. Architectural Thesis(10th Sem) Architectural Thesis

Abstract

The intent of this thesis is to bring the transportation infrastructure of the Chennai central square, Chennai with the design of a multi modal transportation hub which also host various types of public services and amenities all in one facility. The hub will act as an urban tool to bring together recreation, transportation, multi level car parking, and public parks to engage the surrounding area. The intent is for this central hub to act as a connector and for it to support and help to create the opportunity for social improvement, both physically and mentally. This thesis will introduce a series of public spaces and public amenities that people from around the surrounding community to utilize and enjoy as they commute through the city and to their destinations. By creating an enjoyable and easy to use route for people to utilize for their daily commutes, this design will help to improve the social, physical, and emotional health of the area, and help to give Chennai Square’s quickly growing urban center a transit infrastructure advanced enough to keep up with the growing demands being put on them.

Chennai central square is a quickly growing city with a dense urban core surrounded by suburban sprawl creating a very tight and unfriendly environment for automobile movement and also to pedestrian walker. Central Square has several types of public transportation such as Chennai central railway station, mtc bus transportation however they are dispersed throughout the city with little or no connectivity between them. This creates an inefficient transportation network with major transit mobility issues. The introduction of a functional downtown transportation hub will aid in creating a truly inspiring and worthwhile downtown, that is accessible to more people and inspire them to take a second from their daily lives to enjoy themselves and engage with the landscape of the Chennai central square which is also the economic central of the city. The intent is for this hub to activate the Chennai central square area and create a more social downtown that can act as a social and economic node for growth in the area.

(Chennai Transit Square)

CHENNAI TRANSIT SQUARE, An Urban Interchange. Architectural Thesis(10th Sem)

Overall Existing Map Analysis Of Study Area

Architectural Thesis (Chennai Transit Square)
Core Stydy Area Map
Road Layout Map Tree Layout Map Building Layout Map

CHENNAI TRANSIT SQUARE, An Urban Interchange. Architectural Thesis(10th Sem)

Architectural
(Chennai
Conceptual Zoning
Thesis
Transit Square) Macro Level Zoning
CHENNAI TRANSIT SQUARE, An Urban Interchange. Architectural Thesis(10th Sem) Architectural Thesis (Chennai Transit Square) Transport Hub With Commercial Complex Foot Over Bridge Connecting Hub With Urban Square Buckingam Canal Taxi Stand/Parking Pre-paid Taxi Stand/Parking MLCP Entry MLCP Exit Urban Seatings Plaza Auto Stand/Rental FOB Connecting Transit Zone FOB Connecting Transit Zone Bridge Connecting Transit Zone Pallavan Salai FLYOVER Pedestrian Zone to Park Town Station Hawkers Zone Metro Entry/Exit Urban Square with MLCP at Basement 1 2 3 3 4 5 5 6 6 12 13 13 14 14 15 15 16 16 17 17 17 14 6 6 6 7 8 9 10 11 11 Rajiv Gandhi Hospital Chennai Central Station Sub-Urban Station Master Plan N

CHENNAI TRANSIT SQUARE, An Urban Interchange.

Architectural Thesis(10th Sem)

Section cuts along Buckingham Canal

Architectural Thesis (Chennai Transit Square)

CHENNAI TRANSIT SQUARE, An Urban Interchange.

Architectural Thesis(10th Sem) Architectural Thesis

(Chennai
Transit Square) Section cuts in parallel withBuckingham Canal

Architectural Thesis(10th Sem) Architectural Thesis

(Chennai Transit Square)
CHENNAI TRANSIT SQUARE, An Urban Interchange. Section showing Taxi Zone with Mero Entry

Internship I Landscape Architecture

(From July-Dec 2016)

PROJECTS INVOLVED

Raheja Revanta,Gurgoan,New Delhi (Sections and Detailling)

Vegas Mall,Dwarka,New Delhi. (Conceptual Designing & Modelling)

Hotel at Kathmandu. (conceptual modelling)

Ireo Group housing,New Delhi. (Sections and Detailling)

VEGAS MALL, DWARKA.

Oracles landscape Studio

I had involved in the project under Ar.Anuj Khaturia M.L.Arch in producing the conceptual designing and modelling of the Water Feature in the central courtyard of the Vegas Mall, Dwarka. Internship I, Landscape Architecture (Vegas Mall ,Dwarka.)

view from Podium

Plan of the Water Feature in the Central Courtyard view from Below view from Above

Model Created in SketchUp and Rendered in v-Ray
Internship I, Landscape Architecture (Vegas Mall ,Dwarka.) Central water Feature Central Plaza Central Plaza Entrance Plaza
VEGAS MALL, DWARKA. Oracles landscape Studio
Internship I, Landscape Architecture (Vegas Mall ,Dwarka.) Central Plaza Entrance Feature Boundary Wall Model visualised in Sketchup + Lumion Central Plaza Entrance Feature Central Installation
SECTIONS Internship I, Landscape Architecture (Raheja Revanta, Gurgoan.) FOR INDIVIDUAL LOW RISE UNIT AND TOWER LEVELS, REFER RESPECTIVE DETAILED DRAWINGS Client Arabtec consultants Aecom consultants Drawing status GOOD FOR CONSTRUCTION FOR ARCHI REVIEW ONLY Rev. no. Revision log Description Date By Project Raheja Revanta Gurgaon Drawing Title Sections Phase 1 Scale Drawn Date Checked Approved Revision no. Drawing No. 1:25 23.11.2016 ND AK SM R1 Landscape Consultants oracles G 98 Kalkaji New Delhi 110016 +91 11 26481630 mail@oracleslandscape.in oracles L A N D S C A P E Raheja Developers NOTES 1. ALL DIMENSIONS ARE IN MM. FOLLOW WRITTEN DIMENSIONS ONLY. 2. REFER THIS DRAWING ALONG WITH THE OTHER RELEVANT ARCHITECTURAL, STRUCTURAL AND OTHER SERVICES DRAWINGS BEFORE THE EXECUTION OF WORK. 3. ALL LEVELS ARE FINAL FINISH LEVEL. UNLESS OTHERWISE SPECIFIED. 4. THE CONTRACTORS MUST VERIFY ALL DIMENSIONS AND LEVELS ON SITE BEFORE COMMENCING ANY WORK AND IN CASE OF ANY DISCREPANCY IS NOTICED, THE SAME SHALL BE BROUGHT TO THE NOTICE OF THE ARCHITECT OR-RRM-L-SC- PH 1-104 1 SECTIONSCALE: 1:25 5 SECTIONSCALE: 1:25 SECTIONSCALE: 1:25 3 SECTIONSCALE: 1:25 2 SECTIONSCALE: 1:25 6 SECTIONSCALE: 1:25
75 75 100 50MM THICK STONE PAVING (ML XX) (FOR LAYING PATTERN REFER ML 101) WITH 10MM CHAMFER, LAID ON FULL MORTAR BED; TOTAL 75MM THICK 75MM THICK P.C.C. BED AS/STRUCTURE 200MM THICK COMPRESSED HARDCORE AS/STRUCTURE SUBLAYERS AS/STRUCTURE GEOTEXTILE FABRIC OVER HDPE DRAIN BOARD AS/VENDOR'S SPECIFICATIONS PLANTING EARTH AS/SPECIFICATIONS 200 200 75 75 100 200 200 700 10 10 10 10 10 50 AS/STR. WATERPROOFING MEMBRANE AS/VENDOR'S SPECIFICATIONS 100 50 75 50 100 50MM THICK STONE PAVING (ML XX) (FOR LAYING PATTERN REFER ML 101) WITH 10MM CHAMFER ON ONE END, LAID ON FULL MORTAR BED; TOTAL 75MM THICK P.C.C. BED AS/STRUCTURE PLANTING EARTH 25MM THICK STONE CLADDING (ML XX) (FOR LAYING PATTERN REFER ML 101) WITH 5X5MM GROOVE ON ONE END, LAID ON FULL MORTAR BED; TOTAL 50MM THICK GEOTEXTILE FABRIC AS/VENDOR'S SPECIFICATIONS R.C.C. UPSTAND AS/ STRUCTURE 10 10 240 150 150 MIN 50 LIGHT WEIGHT CONCRETE BLOCK FILL AS/STR. WATERPROOFING MEMBRANE AS/VENDOR'S SPCIFICATIONS P.C.C. GOLA 150X150MM TO SMOOTHEN EDGE MIN. 50MM PROTECTIVE SCREED, LAID TO SLOPE R.C.C. SLAB AS/STRUCTURE 10 10 200 50 100 100 100mm THICK W.B.M. BASE AS/STRUCTURE 100mm THICK P.C.C. BASE AS/STRUCTURE 25mm THICK STONE COPING (ML XX) WITH 10mm CHAMFER ON BOTH ENDS LAID OVER FULL MORTAR BED, TOTAL 50mm PLANTING EARTH AS/SPECIFICATION P.C.C. WITH DOWELS BLOCK AS/STR. 10 10 200 100 50 AS/STR. 50 100 150 150 AS/STR. 25mm THICK STONE COPING (ML XX) WITH 10MM CHAMFER ON BOTH ENDS LAID OVER FULL MORTAR BED, TOTAL 50MM 25mm THICK STONE CLADDING (ML XX) WITH 5X5mm GROOVE LAID OVER 25mm THICK FULL MORTAR BED R.C.C. UPSTAND AS/STR. P.C.C. LEVELLING COURSE AS/STR. WATERPROOFING MEMBRANE AS/VENDOR'S SPECIFICATIONS P.C.C. GOLA 150X150mm 12MM THICK H.D.P.E. DRAIN BOARD (OVIDRAIN WD12 DRAIN BOARD OR EQV.) WITH PRE ATTACHED GEO TEXTILE FABRIC, LAID TO SLOPE PLANTING EARTH AS/SPECIFICATIONS P.C.C. SCREED AS/STR. P.C.C. WITH DOWELS BLOCK AS/STR. 10 10 150 AS/STR. 12 150 P.C.C. LEVELLING COURSE AS/STRUCTURE WATERPROOFING MEMBRANE AS/VENDOR'S SPCIFICATIONS P.C.C. GOLA 150X150MM TO SMOOTHEN EDGE 12MM THICK H.D.P.E. DRAIN BOARD (OVIDRAIN WD12 DRAIN BOARD OR EQV.) WITH PRE ATTACHED GEO TEXTILE FABRIC, LAID TO SLOPE PLANTING EARTH HARDCORE FILL AS/STRUC. 15MM SAND-SOIL MIX AS/VENDOR'S SPECS. 12MM THICK HDPE DRAIN BOARD (OVIDRAIN WD12 DRAIN BOARD OR EQV.) WITH PRE ATTACHED GEOTEXTILE FABRIC LAID TO SLOPE WATER PROOFING MEMBRANE AS/SPECS. 12MM THICK H.D.P.E. DRAIN BOARD (OVIDRAIN WD12 DRAIN BOARD OR EQV.) WITH PRE ATTACHED GEO TEXTILE FABRIC LAID TO SLOPE 35MM THICK HDPE GRASS PAVERS, (OVILITE GRASS TRACK GRASS PAVERS OR EQV.), LAID ON 40MM SAND-SOIL MIX AS/SPECS. 50 45 50 20 15 10 10 250 25 WATERPROOFING MEMBRANE AS/SPECS. P.C.C. FILL AS/STRUC. 12MM THICK HDPE DRAIN BOARD (OVIDRAIN WD12 DRAIN BOARD OR EQV.) WITH PRE ATTACHED GEOTEXTILE FABRIC LAID TO SLOPE PLANTING EARTH R.C.C UPSTAND AS/STRUC. 50MM THK STONE PAVING (ML X) SIZE (REFER MD-101 FOR SIZE & LAYING PATTERN) WITH CEMENTICIOUS GROUT (AS/SPEC) LAID OVER 25MM THICK FULL MORTAR BED 100 50 150 P.C.C. BED, CONCRETE GRADE AS/STR. ENGG. 75MM THK OR AS SPECIFIED BY STR. ENGG. 50MM THK STONE PAVING (ML X) SIZE (REFER MD-101 FOR SIZE & LAYING PATTERN) WITH CEMENTICIOUS GROUT (AS/SPEC) LAID OVER 25MM THICK FULL MORTAR BED R.C.C. UPSTAND AS/STRUC. WATERPROOFING MEMBRANE AS/SPECS. HARDCORE FILL AS/STRUC. 50 100 100 25 10 10 10 10 FOR INDIVIDUAL LOW RISE UNIT AND TOWER LEVELS, REFER RESPECTIVE DETAILED DRAWINGS Client Arabtec consultants Aecom consultants Drawing status Concept Stage Rev. no. Revision log Description Date By Project Raheja Revanta Gurgaon Drawing Title Details- Sections Scale Drawn Date Checked Approved Revision no. Drawing No. 1:5 25.03.2016 MG AK SM R1 Landscape Consultants oracles G 98 Kalkaji New Delhi 110016 +91 11 26481630 mail@oracleslandscape.in oracles L A N D S C A P E Raheja Developers NOTES 1. ALL DIMENSIONS ARE IN MM. FOLLOW WRITTEN DIMENSIONS ONLY. 2. REFER THIS DRAWING ALONG WITH THE OTHER RELEVANT ARCHITECTURAL, STRUCTURAL AND OTHER SERVICES DRAWINGS BEFORE THE EXECUTION OF WORK. 3. ALL LEVELS ARE FINAL FINISH LEVEL. UNLESS OTHERWISE SPECIFIED. 4. THE CONTRACTORS MUST VERIFY ALL DIMENSIONS AND LEVELS ON SITE BEFORE COMMENCING ANY WORK AND IN CASE OF ANY DISCREPANCY IS NOTICED, THE SAME SHALL BE BROUGHT TO THE NOTICE OF THE ARCHITECT OR-RRM-L-DS-101 DETAIL: COPING DETAIL (TYPE 1) SCALE: 1:5 DETAIL: WATERPROOFING EDGE SCALE: 1:5 DETAIL: PLANTER EDGE SCALE: 1:5 2 DETAIL: COPING DETAIL (TYPE 2) SCALE: 1:5 6 TRIM EDGE SCALE: 1:5 9 STEPPING STONE (TYPE 1) SCALE: 1:5 DS-101 DS-102 DS-103 DS-101 5 DETAIL: GRASS PAVER EDGE SCALE: 1:5 DS-101 7 LAWN EDGE DETAIL SCALE: 1:5 DS-101 DS-101 8 COPING DETAIL (TYPE 3) SCALE: 1:5 DS-101 DS-101 10 STEPPING STONE (TYPE 2) SCALE: 1:5 DS-101 DETAILS Internship I, Landscape Architecture (Raheja Revanta, Gurgoan.)

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