P + + + + OR OTF OLI MICHEL FEGHALI
TABLE DES MATIÈRES
PAGE 3 DE 79 MICHEL FEGHALI PORTFOLIO 2022 TOUR RÉSIDENTIELLE 42-47 MOSQUÉE 68-73 SIÈGE SOCIALE 48-57 RÉSIDENCE PRIVÉE 74-79 CENTRE COMMERCIAL 58-67 ACADÉMIE DE POLICE 16-33 MUSÉ DE CONSERVATION 04-15 EXTENSION 34-41 DESIGN CHANTIER
MUSÉ DE CONSERVATION DES IG N
DESIGN & CHANTIER
TYPE: CULTUREL TEAM: DA ROLE: ARCHITECTE INTÉRMEDI AIRE+ + + + +
Le projet est une extension d’un musée existant. L’extension est passée par deux phases dif férentes. La première phase n’a pas pris en compte les ruines archéologiques situées en des sous, car à l’époque la municipal ité n’en avait pas connaissance.
En 2018, alors que l’on creusait pour commencer les travaux de construction, les ruines ont été découvertes et nous avons dû reconcevoir l’ensemble du projet à partir de zéro.
Les principaux défis de ce projet étaient de le connecter harmo nieusement au musée existant tout en gardant toutes les fouilles archéologiques intactes et les préserver pour que le public puisse les admirer.
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GALERIE DES PUITS
L’objectif principale de cet espace est de mettre en valeur les puits qui ont été découverts lors des excavations en 2018
PAGE 10 DE 79 130 1,413 1,089 3,640 2,688 1,630 2,209 3,649 1,105 2,848 4,805 2,229 1,417 2,428 1,477 266 A 702.1 3 6,2205,1752,475800 Fa G 1a 2 3 1a 2 3 AAM2-A-702 1:50 AAM2-A-702 REFER TO DETAILS REFER TO DETAILS FLOOR INSERT TRIM REFER TO DETAIL
PAGE 11 DE 79 N copyright this drawing remains with DABBAGH ARCHITECTS This drawing to be read conjunc DABBAGH ARCHITECTS technical speci Drawn By DABBAGH ARCHITECTS standards and regula the latest published edi documents for coordina The work all design disciplines shall Bring any discrepancies between the architectural drawings and consult with the Engineer before proceeding with any work between dimensions of di the larger scale drawing Verify all exis Verify all dimensions on site for intended to establish performance and material quali Refer also building services drawings for plant rooms, window washing equipment and other areas not normally AL AIN MUSEUM INTERIOR ROOM DETAILS (3 of 3) WELLS GALLERY Zone A) 4 1 2,110 2,990 6,000 REFER TO DETAIL REFER TO DETAIL AAM2-A-613 2,400 1,200 A 704.1 4 6,000 2,000 1,400 WF1a VENT SLOT POSITION AND Type kirting Finish Type light gray SK CERAMIC BOH 4 3 2 1a 1 TO BE AGREED ON SITE PER MEP VENTILATION REQUIREMENTSMATCH WALL FINISHED REFER TO MEP 1a 4 SECTIONAL ELEVATION 4 3 SECTIONAL ELEVATION 3 AAM2-A-702.2 1:2 1
2480 1200 900 FALAJ 01 GALLERY BELOW 5a 5 4 TOWARDS VIEWING DECK ARCHAEOLOGY BELOW TO DRAIN FALL TO DRAIN W006 PROJECT ZERO ± 0.00 LOWER GROUND FLOOR -1.60 TOP OF PARAPET +8.17 GROUND FLOOR +1.80 ROOF FINISH LEVEL +7.77 D045 10 E.Q. RISERS @ 170 1700 10 E.Q. RISERS @170 1700 100 1200 900 1200E.Q. RISERS @ 171.4 1200 1200 FALAJ 01 GALLERY BELOW FALL TOWARDS CEILING LINE PROJECT ZERO ± 0.00 LOWER GROUND FLOOR -1.60 TOP OF PARAPET +8.17 GROUND FLOOR +1.80 -0.40 1200 900 10 11 12 13 14 15 16 17 18 19 20 10 E.Q. RISERS @ 170 1700 10 E.Q. RISERS @170 1700 1200900 900 Ja TOWARDS VIEWING DECK BELOW DRAIN LOWER GROUND FLOOR -1.60 GROUND FLOOR FALAJ 01 GALLERY E.Q. RISERS @ 171.4 1200 1200 900 ARCHAEOLOGY BELOW VIEWING DECK LIMESTONE CHISELED DRAIN PROJECT ZERO ± 0.00 LOWER GROUND FLOOR -1.60 TOP OF PARAPET +8.17 GROUND FLOOR +1.80 -0.40 F 6 2200 1800 300 x 6 E.Q. TREADS FFL -1.60 SSL -1.75 UP 4 LG ST 05 LANDING ARCHAEOLOGY BELOWTOWARDS VIEWING VIEWING DECK2045 E3 AAM602 AAM2 -A-602 20 1325 1615 2700 300 @ 9 E.Q. TREADS 1365 2700 300 E.Q. TREADS 375 300 FFL -1.60 SSL -1.75 -0.70 FFL +1.80 SSL +1.70 FFL -1.60 SSL -1.75 5a 5 Ja LG ST-04 LANDING LG ST 05 ARCHAEOLOGY BELOW ARCHAEOLOGY BELOW TOWARDS D3 3 AAM602 D 75 50MM Ø TUBULAR STAINLESS STEEL STAINLESS STEEL CLEAR TEMPERED GLASS NOTE LED INTEGRATED LIGHTING TO BE ON GLASS AND NOT POSSIBLE TO DELIVER POWER TAPPING STAINLESS STEEL U CHANNEL IN GUN METAL FINISH BLACK TERRAZO FINISH SEALANT WITH BACKING ROD SEALANT WITH BACKING STAINLESS STEEL STAND OFF LOCATOR 50 MINIMUM 100 HEIGHT TYPICAL TO ALL AROUND THE FALAJ AREA STAINLESS STEEL COVER PLATE IN GUN METAL FINISH STEEL U CHANNEL 75 1200 900 300 FABRICATOR'S DESIGN BLACK TERRAZO FINISH CLEAR TEMPERED GLASS 50MM Ø TUBULAR CHANNEL BLACK RUBBER GASKET SEALANT WITH NOTE LED INTEGRATED LIGHTING TO BE ON RAILS ARE FIXED ON WALLS STAINLESS STEEL U CHANNEL F3 AAM A 602 F2 FOR HANDRAILS FIXED TO GLASS HANDRAIL TO BE FITTED WITH COVER PLATE IN GUN METAL FINISH F1 DETAILED SECTION STAIR RAILING AT FALAJ F3 SPOT DETAIL SCALE 1:2 F2 SPOT DETAIL N N STAIR 04 DETAILSD STAIR 04 DETAILED PLAN 1:50 D1 STAIR 04 DETAILED SECTIOND3 STAIR 05 DETAILSE DETAILED PLAN 1:50 E1 SCALE STAIR 05 DETAILED SECTIONE3 STAIR 04 DETAILED SECTIOND2 STAIR DETAILED SECTION 1:50 E2 AAM2-A-602 SCALE STAIR RAILING DETAILSF BE CONFIRMED BY THE ASSEMBLY COMPLIES TO ALL LOCAL DESIGN CODES 1 1 1 1 1 E.Q. RISERS @ 171.4 1200 1200 FALAJ 01 GALLERY ARCHAEOLOGY FALL TO DRAIN TOWARDS VIEWING DECK CEILING LINE REFER TO INTERIOR DESIGN DRAWINGS PROJECT ZERO ± 0.00 LOWER GROUND FLOOR -1.60 GROUND FLOOR +1.80 LANDING -0.40 1200 900 E.Q. RISERS @ 171.4 1200 1200 900 ARCHAEOLOGY TOWARDS VIEWING DECK EX LIMESTONE CHISELED ANCHORED TO WALL WITH ANCHORING TO DRAIN PROJECT ZERO ± 0.00 LOWER GROUND FLOOR -1.60 GROUND FLOOR +1.80 LANDING -0.40 AAM 60 2200 1800 300 x 6 E.Q. TREADS FFL -1.60 SSL -1.75 UP 4 LG ST 05 ARCHAEOLOGY ARCHAEOLOGY BELOWTOWARDS TOWARDS VIEWING2045 3 AAM 2AAM2 -A-602 75 50MM Ø TUBULAR CLEAR TEMPERED NOTE LED INTEGRATED RAILS ARE FIXED TO WALLS GLASS AND NOT POSSIBLE TO FITTED WITH CAPPING COVER STAINLESS STEEL U CHANNEL IN BLACK TERRAZO FINISH STRUCTURAL C CHANNEL SEALANT WITH STAND OFF LOCATOR DESIGN 50 MINIMUM 100 HEIGHT TYPICAL TO ALL AROUND THE FALAJ AREA STAINLESS STEEL COVER FIXED OVER STAINLESS STEEL U CHANNEL 75 1200 900 300 STANDOFF LOCATOR TO STEEL FABRICATOR'S DESIGN BLACK TERRAZO FINISH CLEAR TEMPERED GLASS FITTING STRUCTURAL C CHANNEL MM GAP SEALANT NOTE LED INTEGRATED ONLY WHERE RAILS ARE FIXED ON WALLS FINISH F3 AAM2 A 602 F2 AAM2 60 POWER TAPPING POINT HANDRAIL TO BE FITTED WITH STAINLESS STEEL COVER PLATE IN GUN METAL SCALE 1:5 F1 DETAILED SECTION 602 STAIR RAILING AT FALAJ F3 SPOT DETAIL STAIR RAILING AT FALAJ F2 SPOT DETAIL N STAIR 05 DETAILSE DETAILED PLANE1 STAIR 05 DETAILED SECTIONE3 DETAILED SECTION 1:50 E2 SCALE STAIR RAILING DETAILSF NOTE: DEPTH OF GLASS TO BE CONFIRMED BY THE THAT THE COMPLETE ASSEMBLY COMPLIES TO 1 1 1 1 LE FALAJ La difficulté principale de cet espace était de préserver le falaj tel qu’il est et de proposer un parcour flottant
PAGE 13 DE 79 All dimensions must be checked before commencing This drawing to be read in conjunc drawings AOR DABBAGH ARCHITECTS LEAD CONSULTANT 242 Discipline ARCHITECTURE descrip shall comply with the applicable requirements of all statutory to standards, regula Refer to project speci documents for coordina The work of all design speci for the work Details not shown are similar in character determined consult with the Engineer before proceeding the larger Verify all exis Verify all dimensions Engineer of any discrepancies other details are schema and together with the erec Provide electrically con Isolate dissimilar metals from each other to eliminate exposed items including revolving doors These seen by the general building popula carried out without approval Engineer 1:25 1:100 HYApr.01 2022 AL AIN MUSEUM LIGHTING CONSULTANT WAYFINDING CONSULTANT AAM2-A-843 FALAJ GLASS BALUSTRADE ELEVATION 4 of % -1.60 PROJECT ZERO +1.80 1,507 1,507 1,064 1,548 1,548 1,197 1,200 -1.60 PROJECT ZERO 1,338 1,343 1,064 1,507 1,507 ±0.00 GROUND FLOOR 1,200 1,1061,106 +1.80 1,486 1,486 1,486 1,486 1,486 1,486 1,486 1,486 1,486 1,200 1,357 1,200 8.30 % 8. 30 % 8. 30 % .676 % A-842 A-842 842 25 26 A-843 29 31 A-843 30 32 FALAJ 01 GALLERY BELOW FALAJ 01 GALLERY BELOW 4,072 3,778 3,910 3,015 1g 1h 1i 1j ±0.00 GROUND FLOOR 1,506 1,506 1,506 1,506 1,507 1,507 1,318 1,318 1,318 1,318 1,318 1,200 1,200 30 AAM2-A-843 FALAJ GLASS ELEVATION 30 1:25 31 AAM2-A-843 FALAJ GLASS ELEVATION 31 1:25 28 FALAJ GLASS ELEVATION 28 29 AAM2-A-843 FALAJ GLASS ELEVATION 29 1:25 32 AAM2-A-843 FALAJ GLASS ELEVATION 32 1:25 27 AAM2-A-843 FALAJ GLASS ELEVATION 27 1:25
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PAGE 15 DE 79130 Structure 2 A-763 1 A 705.1 2 A 705.1 3 A 705.2 4 A 705.2 OPEN TO ARCHAEOLOGY TOMB GALLERY BELOW 68 40 67 BOAT 1.1 x 5.1m 1 A-763 Bb C D Bb C D 6 6a 7 8 6 6a 7 8 1 AAM2-A-705 TOMB GALLERY LOWER GROUND FLOOR PLAN 1:50 2 AAM2-A-705 TOMB GALLERY GROUND FLOOR PLAN 1:50 N NOTE The copyright of this drawing remains with DABBAGH ARCHITECTS and may not be reproduced without prior wri All dimensions must be checked before commencing work on site This drawing is to be read in conjunc drawings All proposed work to be carried out in accordance with DABBAGH ARCHITECTS technical speci Drawn By Project No Drawing No Revision DABBAGH ARCHITECTS LEAD CONSULTANT REVISIONS ISSUE 242 Discipline ARCHITECTURE products construc to standards, regula the latest published edi Refer structural mechanical plumbing electrical, The work of all design disciplines shall speci of the Engineer. Details shown are indica Where speci details or design intent Unless otherwise noted all dimensions are stated in millimeters Do not scale drawings; In case of discrepancies supersedes all others 10 Verify all exis Verify all dimensions on site for 11 The anchorage and connec all and together with the pro details to accommodate the fabrica in accordance with the design intent shown exterior wall system Provide electrically con corrosion There shall be no manufacturer logos for plant rooms, window washing equipment and other areas not normally seen by the general building popula 17 Unless otherwise stated colour selec approval Apr. CONSERVATION CONSULTANT AL AIN MUSEUM AAM2-A-845 TOMB GLASS BALUSTRADE ELEVATION Zone A 00 DA00 10 % DETAILED DESIGNApr.01 2022 LOWER GROUND FLOOR -1.60 1,441 1,441 1,441 1,441 1,441 1,441 1,200 LOWER GROUND FLOOR -1.60 ±0.00 1,545 1,545 1,545 1,545 1,200 DEMOUNTABLE GLASS PANEL REFER: AAM2-A-626 / E3 -1.60 PROJECT ZERO 1,441 1,441 1,441 1,441 1,441 1,441 1,200 -1.60 PROJECT ZERO 1,545 1,545 1,545 1,545 1,200 DEMOUNTABLE GLASS PANEL REFER: AAM2-A-626 / E3 845 4 A-845 845 TO ARCHAEOLOGY A-845 BELOW 40 GROUND FLOOR +1.80 1,425 1,425 1,425 1,200 GROUND FLOOR +1.80 50 642 1,070 1,070 1,200 50MM GAP GROUND FLOOR +1.80 1,070 1,070 642 50 50MM GAP 1 AAM2-A-845 LG TOMB GLASS ELEVATION 1 1:25 2 AAM2-A-845 LG TOMB GLASS ELEVATION 2 1:25 3 AAM2-A-845 LG TOMB GLASS ELEVATION 3 1:25 4 AAM2-A-845 LG TOMB GLASS ELEVATION 4 1:25 5 AAM2-A-845 GF TOMB GLASS ELEVATION 5 1:25 6 AAM2-A-845 GF TOMB GLASS ELEVATION 6 1:25 7 AAM2-A-845 GF TOMB GLASS ELEVATION 7 1:25 300 POLYURETHANE SPRAY FOAM INSULATING LAYER (U-VALUE IN NON-WOVEN NEEDLE PUNCHED POLYPROPYLENE FROM PENETRATION INSULATED AC DUCT TO SERVICE SPEC. FALL VARIES TO ENGINEER'S DETAILS (U-VALUE TO BE ACHIEVED IN AUTHORITY REQUIREMENTS) 100 30 TOP OF PARAPET ROOF DECK 100 MM SOLID STONE COPING RECTANGULAR STEEL TUBE FACADE AIR VAPOR BARRIER EXPANDED SHEET METAL LATH 6MM JOINT SEALANT WITH BACKING ROD EX-1 LIMESTONE (CHISELED SYSTEM) EXTERIOR VARIES COATING NON-WOVEN NEEDLE PUNCHED POLYPROPYLENE GEOTEXTILE FIBER MAT ROOF DECK FALL TO DRAIN INTERIOR EXTERIOR 220 POLYURETHANE SPRAY FOAM REQUIREMENTS) CONCRETE MASONRY UNIT STEEL BEAM WITH INSULATION TO ACHIEVE (U-VALUE TO BE ACHIEVED IN ACCORDANCE WITH AUTHORITY REQUIREMENTS) PLASTER AND PAINT WHITE FINISH (COLOUR TO MATCH EIFS TOP COAT FINISH) VARIES REFER TO PLAN ROOF FINISH LEVEL STEEL COMPOSITE DECK TOP WATERPROOF COATING INSULATING LAYER (U-VALUE IN ACCORDANCE WITH ESTIDAMA AUTHORITIES REQUIREMENTS) POLYURETHANE, ELASTOMERIC AIR GAP EX-1 LIMESTONE (CHISELED ANCHORED TO WALL WITH TRACK BASED ANCHORING SYSTEM) VARIES VARIES STEEL COMPOSITE DECK TO ENGINEER'S DETAIL INSULATING LAYER (U-VALUE IN ACCORDANCE WITH ESTIDAMA & PUNCHED POLYPROPYLENE GEOTEXTILE FIBER MAT SCREED ROOF DECK DOUBLE GLAZED (REFER TO SCHEDULE DETAILS) 6X6MM DRIP MOULD GROOVE 50 MM SHADOW GAP STEEL BEAM WITH CONCRETE CANT LINTEL BEAM (TO ENGINEER'S DETAIL) EX-1 LIMESTONE (CHISELED SYSTEM) INSULATION TO ACHIEVE (U-VALUE TO BE ACHIEVED IN ACCORDANCE WITH AUTHORITY REQUIREMENTS) MIN.10 POLYURETHANE BASE TOP COAT FALL TO DRAIN STRUCTURAL FLOOR SLAB TO ENGINEER'S DETAIL GRAVEL LAYER DRAINAGE LAYER TO ENGINEER'S DETAIL SEPARATION LAYER TO LANDSCAPE DETAILS PLANTING SOIL UPSTAND WALL BENTONITE STRIP FACADE WATER VAPOR STRUCTURAL FLOOR SLAB TO ENGINEER'S DETAIL SLOT DRAIN (REFER TO ARCH'L SCHEDULE) SURFACE SEALER INSULATION TO ACHIEVE (U-VALUE TO BE ACHIEVED IN AUTHORITY REQUIREMENTS) INSULATION TO ACHIEVE (U-VALUE TO BE ACHIEVED IN ACCORDANCE WITH AUTHORITY REQUIREMENTS) POLYURETHANE, ELASTOMERIC WATERPROOF COATING STEEL COMPOSITE DECK (U-VALUE IN ACCORDANCE INTERIOR FINISH (TO DETAIL) WEATHER RESISTANT MOISTURE AIR BARRIER AND VAPOUR PERMEABLE COATING INSULATION TO ACHIEVE (U-VALUE TO AUTHORITY REQUIREMENTS) A9 VARIES STEEL COMPOSITE DECK REQUIREMENTS) POLYURETHANE, ELASTOMERIC WATERPROOF COATING FALL TO DRAIN AAM2-A-609 FIRERPROOF COATING TO ENGINEER'S DETAILS AIR GAP EX-1 LIMESTONE (CHISELED RAINWATER DOWNSPOUT INTERIOR FINISH (TO INTERIOR DESIGN'S DETAIL) INSULATION TO ACHIEVE (U-VALUE TO BE ACHIEVED IN AUTHORITY REQUIREMENTS) 150 INTERIOR PAINT PLASTER CONCRETE MASONRY UNIT (PART OF EIFS) EXTERIOR INSULATION FINISHING SYSTEM REFER TO PLAN FFL.(VARIES) (U-VALUE IN ACCORDANCE TWO COMPONENT TO ENGINEER'S DETAIL WATERPROOFING MEMBRANE ALUMINIUM FLASHING TURNED INTO UPSTAND FOR RAIN WATER OUT PROPRIETARY PARAPET OUTLET GRATE ASSEMBLY FIXING TO MANUFACTURES DETAIL 50x50 FILLET CANT INTERIOR FINISH CONCRETE MASONRY UNIT EX-1 LIMESTONE (CHISELED BASED ANCHORING SYSTEM) INSULATION TO ACHIEVE (U-VALUE WITH AUTHORITY REQUIREMENTS) GROUND AND ROOF WATERPROOFING DETAILS (ZONE A) TYPICAL DUCT HOUSING DETAIL 1:10 A5 SCALE TYPICAL PARAPET DETAILA4 TYPICAL PARAPET DETAILA3 ROOF WATERPROOFINGAROOF SLAB BUILD-UPA2 PLANTER DETAILB1 GROUND WATERPROOFINGBSLAB BUILD-UPB2SLAB BUILD-UPB3 TYPICAL DOWNSPOUT DETAIL 1:10 A6 SCALE TYPICAL DOWNSPOUT DETAIL 1:10 A7 SCALE WEEPHOLE DETAILA8 A9A10 DOWNSPOUT DETAIL DOWNSPOUT DETAIL ROOF SLAB BUILD-UPA1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 All dimensions must be checked before commencing work on site. This drawing to be read conjunction with all other relevant drawings. description: Where specific dimensions, details or design intent, cannot be determined, Do not scale drawings; refer to dimensions. case discrepancies 10. Verify all existing conditions on site. Verify dimensions on site for 11. The anchorage and connections, flashing and support systems and exterior wall trade contractor shall be responsible for development of final for plant rooms, window washing equipment and other areas not normally be carried out without approval of the Engineer. AL AIN MUSEUM
ACADÉMIE DE POLICE DES IG N
DESIGN & PRODUCTION
TYPE: ÉDUCATIF TEAM: OME ROLE:ARCHITECTE INTÉRMEDI AIRELe briefing de l’Académie Al Foah était de concevoir la deuxième phase de l’Académie existante.
Le projet couvrait la planification , l’aménagement paysager et conception de 13 bâtiments (environ 44 000 m²) qui accue illeraient des étudiants, des en traîneurs, une installation sport ive, une tribune, des salles de sports et des logements pour les étudiants et les entraîneurs.
Le client a demandé de ne pas s’écarter du thème des bâti ments existants et de la hauteur des bâtiments. Ainsi, nous avons décidé d’adopter une approche minimaliste et de respecter la palette de couleurs du projet.
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+ + + + +
TRIBUNE
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SALLE DE SPORT
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LOGEMENTS DES ENTRAINEURS
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LOGEMENTS DES ÉTUDIANTS
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CHANT IER INTERVENTION
INSPECTION & REVISION
TYPE: RENOVATION - PONTBÂTIMENT TECHNIQUE
TEAM: OME
ROLE: ARCHITECTE INSPECTEUR
+ + + + +
Le projet sur l’île d’Al Maryah consistait à redessiner le Podium inférieur et les niveaux inférieurs de l’île entière afin de se con former aux derniers codes et exi gences de l’ADCD.
Notre rôle était de superviser les travaux de l’entrepreneur ainsi que l’extension de l’infrastructure existante de l’île, qui comprenait l’infrastructure existante de l’île qui consistait en :
• La construction d’un pont
• Construction d’un bâtiment technique
• Rénovation des actifs existants existants (ADGM, CCAD, etc.)
Installation de scellements / murs coupe-feu.
• Installation de bornes le long des routes.
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PAGE 36 DE 79 32 R-P3 33 R-P3 1718 3853 Adjoining Plot Line Up 1 2 3 4 A B C A A4016 F90 SD11 S6.GF.01 F90 SD11 S6.GF.02 3290 Lobby S6.GF.01 Block Work 2 Hour Fire Rated 2150 2900 2150 1750 1750 6990 7699 RWO 5697 1500 1480 1100 0 2880 Slope 1% Slope1% Floor Drainage S091100200 400 3280 B A4014 AR4017 8 AR4017 9 FFL+3.935 FFL+2.873 EP-01 11320 Block Work 2 Hour Fire Rated AR4017 1 AR4017 2 AR4017 2 Dry Wall Partition 2 Hour Fire Rated PA-02 Control joint Control joint Control joint 32 R-P3 33 R-P3 1718 3837 Adjoining Plot Line Up 1 2 3 4 A B C 2150 2900 2150 1750 1750 Existing Foundation Existing Steel Stair 3865 RWO STAIR - 06 PLAN @ +5m6 SCALE 1:50 AXONOMETRIC VIEW9 SCALE N.T.S 5 33 R-P3 1710 1710 1710 1710 1710 1710 1 2 3 4 2150 2900 2150 11320 1060 +2.873 FFL +3.935 FFL +5.645 FFL +7.355 FFL +9.065 FFL +10.775 FFL +12.485 FFL +14.195 Block Work 2 Hour Fire Rated Block Work 2 Hour Fire Rated Dry Wall Partition 2 Hour Fire Rated 3400mm C/C 3400mm C/C AR4017 1 AR4017 2 AR4017 2 Dry Wall Partition 2 Hour Fire Rated 2670 New Steel Beam PA-02 PA-02 PA-02 PA-02 Glass Balustrade Glass Swing Gate Control joint Control joint Control joint 1 2 2150 Up Up A A4014 1 2 3 4 A B C Dry Wall Partition 2 Hour Fire Rated 2150 2900 2150 1750 1750 7430 3865 RWO Slope 1% FFL+7.355FFL+5.645 AR4017 10 1 2 2150 3865 New Steel Column New Steel Column New Steel Column FFL+12.485 Concrete Upstand Concrete Upstand Glass Balustrade Exisiting Railing STAIR - 06 SECTION - A8 SCALE 1:50 7 33 R-P3 1710 1710 1710 1710 1710 1710 1 2 3 4 2150 2900 2150 11320 1060 +2.873 FFL +3.935 FFL +5.645 FFL +7.355 FFL +9.065 FFL +10.775 FFL +12.485 FFL +14.195 Block Work 2 Hour Fire Rated Block Work 2 Hour Fire Rated Dry Wall Partition 2 Hour Fire Rated 3400mm C/C 3400mm C/C AR4017 1 AR4017 2 AR4017 2 Dry Wall Partition 2 Hour Fire Rated 2670 New Steel Beam PA-02 PA-02 PA-02 PA-02 Glass Balustrade Glass Swing Gate 1710 1 2 3 4 2150 2900 2150 1710 1710 1710 1710 1710 1060 +2.873 FFL +3.935 FFL +5.645 FFL +7.355 FFL +9.065 FFL +10.775 FFL +12.485 FFL +14.195 Control joint Control joint Control joint PA-02 Up Up A A4014 1 2 3 4 A B C B A4014 Dry Wall Partition 2 Hour Fire Rated 2150 2900 2150 1750 1750 7430 3865 Slab Edge Below RWO Slope 1% Slope 1% FFL+7.355FFL+5.645 AR4017 10 Down A A4014 1 2 3 4 A B C 2150 2900 2150 3865 8440 1750 1750 New Steel Column New Steel Column New Steel Column B A4014 FFL+14.195FFL+12.485 Concrete Upstand Concrete Upstand Glass Balustrade Glass Balustrade Glass Balustrade Exisiting Railing Exisiting Railing Exisiting Railing FFL+14.345 FFL+14.495 00 Issued For Construction DISCLAIMER: All masses and mass rations are before commencement responsible to check on the site. Disagreements and objections immediately to the architect in writing and agreed with him. This drawing is only related to the plans of the structural implementation details. The breakthrough design is adopted for information only All structural components must be sized according to strength All connections plasterboard to concrete/masonry must Parapet heights and opening heights refer to finished floor. All rights reserved 2011 Obermeyer Planen & Beraten DESCRIPTION General Notes: KEY: PROJECT: EMPLOYER: LEAD CONSULTANT ARCHITECT: OBERMEYER SUB-CONSULTANT: AL MARYAH ISLAND FIRE & LIFE SAFETY REQUIREMENTS PROJECT MANAGER: COST CONSULTANT: REVISION N Quibla Issued For Construction Dry Wall Partition Hour Fire Rated New Steel Column Extension New Steel Beam 200mm Block Work Hour Fire Rated STAIR - 06 SECTION - A8 SCALE 1:50 STAIR - 06 ELEVATION - B7 SCALE 1:50 STAIR - 06 PLAN @ +9m5 SCALE 1:50 STAIR - 06 PLAN @ +15m4 SCALE 1:50 STAIR Existing Staircase SignageS09 33 R-P3 1710 1710 1710 1710 1710 1710 1 2 3 4 2150 2900 2150 11320 1060 +2.873 FFL +3.935 FFL +5.645 FFL +7.355 FFL +9.065 FFL +10.775 FFL +12.485 FFL +14.195 Block Work 2 Hour Fire Rated Block Work 2 Hour Fire Rated Dry Wall Partition 2 Hour Fire Rated 3400mm C/C 3400mm C/C AR4017 1 AR4017 2 AR4017 2 Dry Wall Partition 2 Hour Fire Rated 2670 New Steel Beam PA-02 PA-02 PA-02 PA-02 Glass Balustrade Glass Swing Gate 1710 1 2 3 4 2150 2900 2150 1710 1710 1710 1710 1710 1060 +2.873 FFL +3.935 FFL +5.645 FFL +7.355 FFL +9.065 FFL +10.775 FFL +12.485 FFL +14.195 Control joint Control joint Control joint PA-02 Up Up A A4014 1 2 3 4 A B C B A4014 Dry Wall Partition 2 Hour Fire Rated 2150 2900 2150 1750 1750 7430 3865 Slab Edge Below RWO Slope 1% Slope 1% FFL+7.355FFL+5.645 AR4017 10 Down A A4014 1 2 3 4 A B C 2150 2900 2150 3865 8440 1750 1750 New Steel Column New Steel Column New Steel Column B A4014 FFL+14.195FFL+12.485 Concrete Upstand Concrete Upstand Glass Balustrade Glass Balustrade Glass Balustrade Exisiting Railing Exisiting Railing Exisiting Railing FFL+14.345 FFL+14.495 00 Issued For Construction DISCLAIMER: All masses and mass rations are before commencement of any work by the responsible to check on the site. Disagreements and objections to the execution immediately to the architect in writing and agreed with him. This drawing is only related to the plans of the structural and professional engineers, implementation details. The breakthrough design is adopted for information only and remove the scarf All structural components must be sized according to strength requirements. All connections plasterboard to concrete/masonry must be designed sliding. Parapet heights and heights refer to finished floor. All rights reserved 2011 Obermeyer Planen & Beraten GmbH DESCRIPTION General Notes: KEY: PROJECT: EMPLOYER: LEAD CONSULTANT ARCHITECT: OBERMEYER SUB-CONSULTANT: AL MARYAH ISLAND FIRE & LIFE SAFETY REQUIREMENTS FOR SERVICE PROJECT MANAGER: COST CONSULTANT: REVISION N Quibla Issued For Construction Dry Wall Partition Hour Fire Rated New Steel Column Extension New Steel Beam 200mm Block Work Hour Fire Rated STAIR - 06 SECTION - A8 SCALE 1:50 STAIR - 06 ELEVATION - B7 SCALE 1:50 STAIR - 06 PLAN @ +9m5 SCALE 1:50 STAIR - 06 PLAN @ +15m4 SCALE 1:50 STAIR - 06 Existing Staircase SignageS09
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PAGE 41 DE 79 ISSUED FOR APPROVAL MR 03-05-20JT00 NOTES:1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHER WISE MENTIONED SUBMITTAL REFERENCE NO. DESCRIPTION REFERENCE DETAILS SECTION A2 SCALE 1:20 DETAIL-A GUIDE DETAIL-B GUIDE MAIN CONTRACTOR Abu Dhabi, P.O.Box 2436, UAE T +971 2 642 0002 F +971 2 642 0228 Dubai, P.O.Box 122979, UAE T +971 4 351 3665 F +971 4 351 1095 alnasr.r044@alnasruae.com | www.alnasruae.com TECHNICAL ADVISOR SUB CONSULTANT PMC EMPLOYER Prepared CheckedDescriptionRev. Date KEY PLAN Mecca OBERMEYER SUB CONTRACTOR ROLLER SHUTTER P311B -P311C-P311D-P311E- P311F-P311G-P311H VERTICAL COILING FIRE AND SMOKE RATED SHUTTER - MOTORIZED; BASIS OF DESIGN SKB - A738 1-1/4" TOP HOOD BEAD FUSELINKS ON BOTH SIDES OF OPENING 'Z-TYPE' LINTEL BRUSH SEAL Detail-C Bolt & Nut Control Box Motor Detail-D RELOCATE EXISTING REMOVABLE GUARDAIL EXISTING VENTED ACCESS DOOR REVISE EXISTING STEEL GRANTING AT SILL ANGLE UL LISTED SMOKE SEAL 3" (76) x 3"(76) x 3/16"(5)MM Bolt & Nut Simpson Wedge-All (13 x 140mm) 3"(76) x 2"(51) x 3/16"(5)MM (TYP.) 1/4"(6.3)MM STEEL BRACKET PLATE ABOVE 3"(76) x 3"(76) x 3/16"(5)MM (TYP.) 3" (76) x 3"(76) x 3/16"(5)MM Bolt & Nut Simpson Wedge-All (13 x 140mm)PUSH BUTTON NEMA 1 90004500 1500 VARIESVARIES 5 1 9000 VARIES VARIES 4500 9000 4 3 2 PL PL 9000 P312 FF +3.00 T/SL +3.00 FUEL PUMP ROOM P313 FF +3.00 RECYCLING STORAGE P306 FF +4.20 COILEXTERIOR CP0020 SENSING EDGE BOTTOM BAR / SLAT DETAIL BOTTOM DETAIL & SLAT DETAILS DETAIL-C ISSUED FOR APPROVAL MR 03-05-20JT00 NOTES:1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHER WISE MENTIONED SUBMITTAL REFERENCE NO. DESCRIPTION REFERENCE DETAILS SECTION A2 SCALE 1:20 DETAIL-A GUIDE DETAIL-B GUIDE MAIN CONTRACTOR Abu Dhabi, P.O.Box 2436, UAE T +971 2 642 0002 | F +971 2 642 0228 Dubai, P.O.Box 122979, UAE T +971 4 351 3665 F +971 4 351 1095 alnasr.r044@alnasruae.com www.alnasruae.com TECHNICAL ADVISOR SUB CONSULTANT PMC EMPLOYER Prepared CheckedDescriptionRev. Date KEY PLAN Mecca OBERMEYER ROLLER SHUTTER P311B -P311C-P311D-P311E- P311F-P311G-P311H VERTICAL COILING FIRE AND SMOKE RATED SHUTTER - MOTORIZED; BASIS OF DESIGN SKB - A738 1-1/4" TOP HOOD BEAD FUSELINKS ON BOTH SIDES OF OPENING 'Z-TYPE' LINTEL BRUSH SEAL Detail-C Bolt & Nut Control Box Motor Detail-D RELOCATE EXISTING REMOVABLE GUARDAIL EXISTING VENTED ACCESS DOOR REVISE EXISTING STEEL GRANTING AT SILL ANGLE UL LISTED SMOKE SEAL 3" (76) x 3"(76) x 3/16"(5)MM Bolt & Nut Simpson Wedge-All (13 x 140mm) 3"(76) x 2"(51) x 3/16"(5)MM (TYP.) 1/4"(6.3)MM STEEL BRACKET PLATE ABOVE 3"(76) x 3"(76) x 3/16"(5)MM (TYP.) 3" (76) x 3"(76) x 3/16"(5)MM Bolt & Nut Simpson Wedge-All (13 x 140mm)PUSH BUTTON NEMA 1 90004500 1500 5 1 9000 VARIES VARIES 4500 9000 4 3 2 PL 9000 COILEXTERIOR CP0020 SENSING EDGE BOTTOM BAR / SLAT DETAIL BOTTOM DETAIL & SLAT DETAILS DETAIL-C 25-04-20 MR 1/20 00 A1 0a AL HILAL BANK (AHB) ROLLER SHUTTER PLAN, SECTION & ELEVATION DETAILS (SHEET 1 OF 2) DETAIL-B GUIDE PROJECT COMPONENTS PROJECT TITLE MAIN CONTRACTOR Abu Dhabi, P.O.Box 2436, UAE T +971 2 642 0002 | F +971 2 642 0228 Dubai, P.O.Box 122979, UAE T +971 4 351 3665 F +971 4 351 1095 alnasr.r044@alnasruae.com www.alnasruae.com DRAWING TITLE Prepared Checked Int. Rev.ScaleFormat Date SUB CONSULTANT SHOP DRAWING REV. STATUS DRAWING NO. FIRE AND LIFE SAFETY REQUIREMENTS FOR SERVICE ROADS OF AL MARYAH ISLAND PROJECT OBERMEYER SUB CONTRACTOR Plot No. FLS-ANC-AHB-SD-AR-4056PARKING LEVEL P3 PART PLAN ROLLER SHUTTER P311B -P311C-P311D-P311E- P311F-P311G-P311H 1-1/4" TOP HOOD BEAD BOTH OPENING LINTEL SEAL Bolt & Nut Control Box Motor P324120 P1S1 P2 P3 TRASH COMPACTOR 90004500 1500 34500 VARIESVARIES 5 1 C D.5 9000 12000 1500 9000 10500 VARIES VARIES 4500 2200 9000 4 3 2 PL A B D PL FHC-2 9000 FF +4.20 LV-ROOM FEMALE STAFF P314 CLEAN AGENT P304 MESS. ROOM P305 P317 P308 FF +4.20 T/SLAB +4.20 P318 LOADING DOCK P324 FF +4.20 HV. ROOM P309 VEST. FF +4.20 LV. ROOM P310 ROOM P311 FF +4.00 FF +3.10 FF +3.10 T/SL +3.10 T/SL +3.00 FF +4.20 FF +4.20 FUEL PUMP ROOM FF +3.00 T/SLAB +3.00 RECYCLING STORAGE FF +4.20 T/SLAB +4.20 FF +4.20 ELEC ROOM P303 FF +4.20 T/SLAB +4.20 VEST. P302 FF +4.20/+3.10 T/SLAB +4.20/+3.10 ELEV. VEST. P301 FF +3.10 T/SL +3.00 FF +4.20 T/SL +4.20 P3ST3 FF +3.10 T/SL +3.00 FF +3.10 T/SL +3.00 OPERATION OPERATED HOIST ( 380V 3PH OTHER ACCESS TO THE ROOM YES
TOUR RÉSIDENTIELLE DES IG N
DESIGN & CONCEPT
TYPE: TOUR RÉSIDENTIELLE ET DE BUREAUX TEAM: WPC ROLE: CONCEPTEUR EN ARCHI TECTURE + +
La tour est située sur un em placement de premier plan au cœur d’Abou Dhabi.
La tour de 150 mètres de haut of fre à ses résidents une piscine et des espaces de loisirs sur son toit et contient 107 unités résidenti elles et 10 étages de bureaux et de commerces.
La forme de la tour vise à plac er un point de repère recon naissable dans le paysage d’Abou Dhabi. Les deux prop ositions de concept tiennent compte de la trajectoire du soleil durant la journée et la vue sur la mer en tordant le volume et en offrant à chaque résident un ensoleillement et une vue sur la mer.
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OPTION I
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OPTION II
Dans cette proposition, la tour n’est plus torsadée mais plutôt sculptée afin de maximiser l’exposition au soleil pour les locataires tout en offrant à chacun d’entre eux une vue sur la mer. Le monolithe est intentionnel lement divisé en deux entités fusionnées en une seule. La partie la plus légère du bâti ment est dédiée aux espaces de vie tandis que la partie la plus robuste offre une intimité aux résidents. Le “chapeau” de la tour est soulevé et abrite les espaces communs tels qu’une piscine, un espace de loisirs, une salle de sport et offre une vue panoramique dont tous les résidents peuvent en profiter.
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OPTION II
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SIÈGE SOCIALE DES IG N
DESIGN & CONCEPT
TYPE: USAGE MIXTE TEAM: MF ROLE: CONCEPTEUR EN ARCHI TECTUREPublié dans “Briliant Young Leba nese Architects”.
Le site est situé à Beyrouth, Bachoura.
L’objectif du projet est de revit aliser le quartier et de créer un pôle technologique au Liban.
Les jeux vidéo influencent de plus en plus notre vie quotidi enne et l’industrie ne cesse de croître. Aujourd’hui, on parle de sports électroniques et de joueurs de jeux vidéo professionnels.
Pour s’adapter à cette nouvelle tendance, les entreprises de jeux vidéo telles que “STEAM” avaient besoin d’agrandir leurs infra structures.
(par exemple, pour être capable d’accueillir des tournois et des événements mondiaux, les en treprises de jeux vidéo louent des arènes).
Le monde Arabe a la 4ème plus grande population de joueurs. Ainsi, l’introduction de cette nou velle industrie au Liban lui per mettrait de s’inscrire dans l’ère technologique moderne.
Le bâtiment est conçu comme une extension plus légère du Beirut Digital District. Son objectif est de réconcilier le centre-ville de Beyrouth avec Bachoura : • un quartier qui est delaissé et se sent oublié après la guerre civile • en contournant le “Ring” (une route à quatre voies qui entoure le centre-ville et l’isole du reste de la ville).
Le projet se compose de 3 fonctions majeures : les bureaux, l’espace public et les espaces commerciaux.
Les bureaux sont insérés dans un un seul bloc linéaire, adossé à l’immeuble voisin, ouvrant ainsi une possibilité d’espace public.
La façade agit comme une ex tension de l’espace public pour introduire le public au dévelop pement des jeu vidéo, reliant ainsi le public au privé.
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PLANS
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COUPES
CENTRE COMMERCIAL DES IG N
DESIGN & CONCEPT
TYPE: CENTRE COMMERCIAL \ COMPETITION TEAM: WPC ROLE: CONCEPTEUR EN ARCHI TECTUREAL BATEEN MALL est situé à Abou Dhabi, Al Bateen. L’objectif du centre commercial est d’établir un centre commer cial haut de gamme pour les résidents d’Al Bateen ainsi que les visiteurs de la plage publique voisine.
Al Bateen est principalement un quartier résidentiel à faible den sité, composé de villas de deux ou trois étages. Le principal défi est d’adapter un centre commer cial de 400 mètres de long à son environnement.
Afin d’atteindre notre objectif, le centre commercial est divisé en trois volumes principaux, chaque volume ayant sa propre identité et son propre objectif.
Le premier volume relie le centre commercial à la fois visuellement et fonctionnellement à la plage, le deuxième volume définit le centre commercial comme une destination haut de gamme et enfin, le troisième volume donne aux visiteurs des hôtels une vue sur le canal voisin et une vue sur ADNEC. (Abu Dhabi National Exhibition Center)
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PROCESSUS DU
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PROGRAMME
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MOSQUÉEIG
DES
N
DESIGN & CONCEPT
TYPE: RELIGIEUX TEAM: WPC ROLE: CONCEPTEUR EN ARCHI TECTURELa mosquée est située au cœur du plus récent projet de dével oppement majeur d’Abu Dhabi, Al Saadiyat.
L’objectif principal de la mosquée est de fournir un lieu de culte aux nouveaux résidents d’Al Saadiyat.
Le principal défi de la conception consistait à coordonner efficace ment entre les exigences du pro moteur et les besoins et attentes du client. Le design moderne de la mosquée est conçu pour s’intégrer parfaitement à son en vironnement. En outre, pour faci liter l’accessibilité et simultané ment créer un lieu de sérénité et de culte, la mosquée est divisée en deux parties tout en offrant de généreux espaces pour la prière.
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R♪ÉSIDENCE PRIVÉE
DES IG N
DESIGN & CONCEPT
TYPE: VILLA PRIVÉE TEAM: WPC ROLE: ARCHITECTE JUNIOR +Le projet est situé à Al Nahyan, une région en cours de dével oppement avec des tours et des immeubles résidentiels nouvel lement construits, ainsi qu’une maison basse et des villas. Il est situé sur l’île principale orientale d’Abu Dhabi, à proximité du parc national de mangrove, un envi ronnement naturel d’une rich esse exceptionnelle au sein de la ville.
La villa est conçue en ajoutant et en assemblant des dalles horizontales et verticales. Les murs-rideaux assurent une connexion constante et harmo nieuse avec les espaces verts et les terrasses périphériques.
Le climat rude de la région est également pris en compte par l’implantation de palmiers et de végétation et l’intégration de pergolas afin de créer des zones d’ombre.
Afin de répondre aux souhaits des clients, les proportions et les ouvertures des fenêtres sont soigneusement adaptées. Le positionnement des arbres, des pierres et des surfaces d’eau a été orchestré dans le respect et en relation avec l’espace in térieur.
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IC MICHEL FEGHALI