Portfolio_MH by majdhmedeh

PORTFOLIO

MAJD HAMADEH ARCHITECT

TABLE OF CONTENTS

ARTS + CRAFTS CENTER

THESIS

TOWER

CULTURAL CENTER + WORKSHOP SPACES HYPERCADE

OPEN STAGE

FENWICK & WEST - LAW FIRM WOLCOTT APPFOLIO - TECH COMPANY WOLCOTT PROFESSIONAL ACADEMIC PERSONAL SHELL RETAIL CENTER INTERFIELD TRAVEL CENTER INTERFIELD BARODA RESIDENCE COLLABORATION W/AUDICHO GROUP 3 11 15 19 37 43 47 23 7

VARIOUS EXPLORATIONS

FENWICK & WEST 730LAWFIRM OFFICE SPACE // WOLCOTT SANTA MONICA, CA USA

AREA: 16,380 SQF

CONSTRUCTION VALUATION: ~ 6M USD

TENANT IMPROVEMENT PROJECT COMISSIONED BY FENWICK & WEST LAWFIRM TO TRANSFORM 3 STORIES IN EXISTING BUILDING INTO A DYNAMIC OFFICE SPACE THAT REFLECTS THE IMAGE AND P HILOSPPHY OF THE COMPANY. THE PROJECT BRINGS IN THE VIBRANT, UPSCALE AND ARTFUL SCENE OF THE COASTAL CITY OF SANTA MONICA AND ADAPTS IT TO THE ROBUST AND FORWARD-THINKING VISION OF THE LAWFIRM, THUS CREATING A UNIQUE HYBRID.

THE SCOPE OF WORK COVERS THE 1ST, 3RD AND 4TH FLOOR INCLUDING THE PATIOS ON THE 1ST AND 4TH TOTALLING 16,380 SF. AS A JOB CAPTAIN I WAS RESPONSIBLE FOR TAKING THE PROJECT FROM DESIGN DEVELOPMENT TO CONSTRUCTION DOCUMENTS AND PERMITTING, IN ADDITION TO THE CONSTRUCTION ADMINSTRATION WORK THAT FOLLOWED AFTER.

5 CW CW CW CW CW CW UP DN FE LOBBY LARGE CONF 101 MEDIUM CONF 102 COFFEE 104 NON GENDER RESTROOM 103A MEDIUM CONF VISITOR OFFICE 105 VISITOR OFFICE 106 VISITOR OFFICE 107 CATERING SUPPORT 109 MAIL/ COPY 110 WOMEN'S RESTROOM 100K MEN'S RESTROOM 100M ELEC 100P JAN 100L ELEC 100V 100W PATIO 100X ELEVATOR LOBBY 100AA IDF 103B A600 U A3 G2 G2 G2 A4 A3 A3 A3 110 103B 101 A3 2" A610 A610 A611 1B A610 6B A610 14 P-B P-F P-D P-E 107 106 105 A602 A 17' C1 C1 C1 C1 C1 C4 TYP. C4 TYP. C7 TYP. EQ 11" A611 UP A3 A5 104 103A A5 A5 108 G1 A12 23' 10" C1 A B C D D.2 C.9 C.2 E G F H 2 3 4 16' 22' 6" 14' 5" 15' 5" 8" 14' 0" 7 6 9 C8 C8 C9 C9 C9 A3 TYP. AT ALL P.O.'S TYP. AT ALL P.O.'S C C C C10 C C11 TYP. THROUGHOUT AT ALL LOCATIONS. C12 A12 102 C15 C2 C13 D K K TYP. 0" 11" C17 C17 G morph glass. modern fold A12 A12 G1 C18 C18 C18 C18 C18 C18 C18 C18 C18 ADJACENT BUILDING ARIZONA AVE. LINCOLN BLVD. CW CW CW NON-ACCESSIBLE 4TH-3RD FLOOR HALLWAY 423 STORAGE 428 PRIVATE OFFICE 427 IDF 425 MOTHER'S ROOM 426 PRIVATE OFFICE 402 LOBBY 400 MEN'S 430 PRIVATE OFFICE 411 PRIVATE OFFICE 421 PRIVATE OFFICE 415 PRIVATE OFFICE 417 PRIVATE OFFICE COPY 431 VISITING 413 SMALL CONF. PRIVATE OFFICE PRIVATE OFFICE SHARED OFFICE OFFICE 422 PANTRY 424 PRIVATE OFFICE 404 PRIVATE OFFICE 406 PRIVATE OFFICE 408 PRIVATE OFFICE 409 PRIVATE OFFICE 410 WOMEN'S 429 JAN 400Y PRIVATE OFFICE 401 PRIVATE OFFICE 403 PRIVATE OFFICE 405 PRIVATE OFFICE 407 HALLWAY 400W PRIVATE OFFICE 419 G2 G2 G2 G2 G2 G2 F3-AT F3-AT F3-AT F3-AT G2 G2 G2 G2 F3-AT F3-AT F3-AT G2 G2 G2 G2 F3T F3T F3T G2 F3T F3-AT F3-AT F3-AT F3-AT F3-AT F3-AT 400Z 12' 5" 13' 8" 13' 10' 10" C 400W 423 425 A605 A605 A605 5B A605 A605 5C A611 402 404 406 408 409 410 401 405 407 421 419 417 415 427 420 418 416 413 G2 G2 G2 G2 A604 ATRIUM SPACE OPEN TO BELOW EQ EQ OF DOOR C1 C1 C1 C4 TYP. C4 TYP. C5 C6 C7 TYP. DN UP UP DN 2' 5" F3-AT 11" 10" 10' 3" 10' 2" 12' 10" 12' 10" 12' 11' 11' 11' 12' 11" 424 7" 2" 68 3/8" 25 3/8" 53 3/8" 4' 8" F3-AT 10' 3" 13' 10' 3" 0" 13' 12' 8" 9' 5" 11' 1" N.I.C. 400 A3 F3-AT F3-AT C1 A B C D D.2 C.9 C.2 E G F H 1 3 4 7 6 8 C8 C8 C9 U3-AT A5 A-4 TYP. AT ALL P.O.'S C G2 414 C P-A P-D C C A610 15 C10 C C1 A3 C14 TYP. C2 C13 C11 C11 F C12 C12 C12 C12 C12 G2 C12 C12 C12 C12 C12 C12 C12 ADJACENT BUILDING ARIZONA AVE. LINCOLN BLVD. (2)#8 1/4" SIMPSON 'SD' WAFER HEAD SCREW, TYP. COPE FLANGE, BEND WEB & INSTALL SCREWS THROUGH WEB. 1 MIN 2 MAX 1 FULL HGT. GLASS WALL (WHERE OCCURS) MIN. 362S137-43 STUDS @ 16" O.C. 2X6 FLAT @ 12" O.C. W/(2) 1/4" DIA 3" SIMPSON 'SDS' SCREWS EA END INTO TRUSS TOP CHORD. TYP. TIMBER FILLER BETWEEN TRUSS TOP CHORDS, MIN. 1/2" WIDE. 18 GA CONT. TRACK W/(3) #8 X 1/4" SIMPSON 'SD' SCREWS, TYP @ EA. 2X6 FLAT. #10 SMS EA SIDE, TYP. 24" MAX. 12" MAX. 350T150-43 DIAG. BRACE @ 48" O.C. @ EA SIDE OF WALL. (4)#8 SMS EVENLY SPACED, TYP. (2)#8 X 1 1/4" SIMPSON 'SD' WAFER HEAD SCREW, TYP. COPE FLANGE, BEND WEB INSTALL SCREWS THROUGH WEB. MIN MAX FULL HGT. GLASS WALL (WHERE OCCURS) MIN. 362S137-43 STUDS @ 16" O.C. 2X6 FLAT @ 12" O.C. W/(2) 1/4" DIA 3" SIMPSON 'SDS' SCREWS EA END INTO TRUSS TOP CHORD. TYP. TIMBER FILLER BETWEEN TRUSS TOP CHORDS, MIN. 1/2" WIDE. 18 GA CONT. TRACK W/(3) #8 X 1/4" SIMPSON 'SD' SCREWS, TYP @ EA. 2X6 FLAT. #10 SMS EA SIDE, TYP. 350T150-43 DIAG. BRACE @ 48" O.C. @ EA SIDE OF WALL. (4)#8 SMS EVENLY SPACED, TYP. (E)OPEN WEB JOIST, TYP. (E)OPEN WEB JOIST, TYP. 16 GA 1/2" CONT. SLOTTED TRACK W/ #8 WAFER HEAD SCREWS THRU CENTER OF SLOT, TYP. EA. SIDE OF EA STUD. SIMPSON 'A34' EA SIDE OF TIMBER FILLER (2) TOTAL W(4) #6 1/2" SCREWS INTO PLYWOOD (4) 8D NAILS INTO TIMBER FILLER. SIMPSON 'A34' EA SIDE OF TIMBER FILLER (2) TOTAL W(4) #6 1/2" SCREWS INTO PLYWOOD (4) 8D NAILS INTO TIMBER FILLER. 1 1/2" 1 1/2" TIMBER FILLER BETWEEN TRUSS TOP CHORDS, MIN 1/2" WIDTH 4-16d NAILS EVENLY SPACED, TYP 2X6 FLAT @ 24" O.C. W/(2) 1/4" DIA 3" SIMPSON "SDS" SCREWS EA END INTO TRUSS TOP CHORD, TYP SIMPSON 'A34' EA SIDE OF TIMBER FILLER (2-TOTAL) W/(4) #6x1/2" SCREWS INTO PLYWOOD (4)8d NAILS INTO TIMBER FILLER (E)3-1/2" LIGHTWEIGHT CONCRETE TOPPING SLAB. V.I.F. (E)PLYWOOD DECK. V.I.F. (E)OPEN-WEB TRUSS JOISTS. WOODCHORDS, STEEL WEBS. V.I.F. DEF'L TRACK W/(3) #8x1-1/4" SIMPSON 'SD' WAFER-HEAD SCREWS, TYP @ EA 2x6 FLAT MEMBER VERT. MTL. STUD PER PARTITION TYPE W/ (1) #10 SMS EA. STUD EA. SIDE (2)#8 X 1 1/4" SIMPSON 'SD' WAFER HEAD SCREW, TYP. COPE FLANGE, BEND WEB INSTALL SCREWS THROUGH WEB. MIN MAX FULL HGT. GLASS WALL (WHERE OCCURS) MIN. 362S137-43 STUDS @ 16" O.C. 2X6 FLAT @ 12" O.C. W/(2) 1/4" DIA 3" SIMPSON 'SDS' SCREWS EA END INTO TRUSS TOP CHORD. TYP. TIMBER FILLER BETWEEN TRUSS TOP CHORDS, MIN. 1/2" WIDE. 18 GA CONT. TRACK W/(3) #8 1/4" SIMPSON 'SD' SCREWS, TYP @ EA. 2X6 FLAT. #10 SMS EA SIDE, TYP. 24" MAX. 12" MAX. 350T150-43 DIAG. BRACE @ 48" O.C. @ EA SIDE OF WALL. (4)#8 SMS EVENLY SPACED, TYP. (2)#8 1/4" SIMPSON 'SD' WAFER HEAD SCREW, TYP. COPE FLANGE, BEND WEB INSTALL SCREWS THROUGH WEB. 1 MIN 2 MAX FULL HGT. GLASS WALL (WHERE OCCURS) MIN. 362S137-43 STUDS @ 16" O.C. 2X6 FLAT @ 12" O.C. W/(2) 1/4" DIA 3" SIMPSON 'SDS' SCREWS EA END INTO TRUSS TOP CHORD. TYP. TIMBER FILLER BETWEEN TRUSS TOP CHORDS, MIN. 1/2" WIDE. 18 GA CONT. TRACK W/(3) #8 1/4" SIMPSON 'SD' SCREWS, TYP @ EA. 2X6 FLAT. #10 SMS EA SIDE, TYP. 350T150-43 DIAG. BRACE @ 48" O.C. @ EA SIDE OF WALL. (4)#8 SMS EVENLY SPACED, TYP. (E)OPEN WEB JOIST, TYP. (E)OPEN WEB JOIST, TYP. 16 GA 1/2" CONT. SLOTTED TRACK W/ #8 WAFER HEAD SCREWS THRU CENTER OF SLOT, TYP. EA. SIDE OF EA STUD. SIMPSON 'A34' EA SIDE OF TIMBER FILLER (2) TOTAL W(4) #6 X 1/2" SCREWS INTO PLYWOOD & (4) 8D NAILS INTO TIMBER FILLER. SIMPSON 'A34' EA SIDE OF TIMBER FILLER (2) TOTAL W(4) #6 X 1/2" SCREWS INTO PLYWOOD & (4) 8D NAILS INTO TIMBER FILLER. SIMPSON 'A34' EA SIDE OF TIMBER FILLER (2-TOTAL) W/(4) #6x1/2" SCREWS INTO PLYWOOD (4)8d NAILS INTO TIMBER FILLER (E)3-1/2" LIGHTWEIGHT CONCRETE TOPPING SLAB. V.I.F. 1 1/2" 1 1/2" TIMBER FILLER BETWEEN TRUSS TOP CHORDS, MIN 5 1/2" WIDTH 4-16d NAILS EVENLY SPACED, TYP 2X6 FLAT @ 24" O.C. W/(2) 1/4" DIA 3" SIMPSON "SDS" SCREWS EA END INTO TRUSS TOP CHORD, TYP SIMPSON 'A34' EA SIDE OF TIMBER FILLER (2-TOTAL) W/(4) #6x1/2" SCREWS INTO PLYWOOD (4)8d NAILS INTO TIMBER FILLER (E)3-1/2" LIGHTWEIGHT CONCRETE TOPPING SLAB. V.I.F. (E)PLYWOOD DECK. V.I.F. (E)OPEN-WEB TRUSS JOISTS. WOODCHORDS, STEEL WEBS. V.I.F. DEF'L TRACK W/(3) #8x1-1/4" SIMPSON 'SD' WAFER-HEAD SCREWS, TYP @ EA 2x6 FLAT MEMBER VERT. MTL. STUD PER PARTITION TYPE W/ (1) #10 SMS EA. STUD EA. SIDE MS MS MS MS MS MS MS MS MS MS MS F1 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F5 F5 F2 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F17A F17B F17A F17A F17A F19 F19 F2 F14 F7 F7 F6 F10 EQ EQ EQ EQ EQ EQ 5" EQ EQ 4' 3" 5' 6" 6" EQ EQ 11" EQ EQ 11" TYP. F21 EQ EQEQ EQ EQ EQ 1' 3" 2' 6" 7' 10" 4' 10" TYP. 1" 6" 6" 1' 6" T P 5" A600 PATIO 100Y LOBBY 100 LARGE CONF 101 MEDIUM CONF 102 COFFEE 104 NON GENDER RESTROOM 103A CONF 108 105 VISITOR OFFICE 106 VISITOR OFFICE 107 CATERING SUPPORT 109 MAIL/ COPY 110 WOMEN'S RESTROOM MEN'S RESTROOM 100M ELEC 100P JAN 100L ELEC 100V TEL 100W PATIO 100X ELEVATOR LOBBY 100AA IDF 103B F19 5120° 3'-0" 6" 6" R1 R2 R3 F12 F12 F12 F12 F12 F12 F3 R4 EQ EQ EQ EQ 3" 10" EQ EQ -6" -0" 10' -0" 9' -0" -0" -0" -0" -0" -0" -0" 9' -0" -0" -0" -0" -6" F10 F10 F10 4 -0 F9 F9 A3 TYP EQ TYP EQ 3' 0" 17' 10" 3' 0" EQ EQ EQ EQ EQ EQ EQ EQ N.I.C. N.I.C. N.I.C. -EXISTING TO REMAIN N.I.C. -EXISTING TO REMAIN N.I.C. -EXISTING TO REMAIN 8' -10" A850 A850 A850 15 A850 A850 A850 A850 16 A850 A850 17 A850 A B C D D.2 C.9 C.2 E G F H 2 3 4 5 7 6 8 9 -0" 9' -0" F1 N.I.C. H-2 A843 N.I.C. NIC - TO BE PERMITED SEPARATELY NIC - TO BE PERMITED SEPARATELY NIC - TO BE PERMITED SEPARATELY D -0" A2 F6 A2 A1 E A1 E A1 R5 R5 R6 3' 10" 8" F22 G F8 F8 F8 F8 F8 10" F3 F34 44 2" 10 -3 2 R7 R7 ADJACENT BUILDING ARIZONA AVE. 7TH CT. LINCOLN BLVD. E E F F18 F18 F18 F15 F15 F1 F1 F1 F1 F1 F1 F8 F8 F8 F16 F16 F16 F1 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 F3 A605 EQ EQ 3" TYP. EQ EQ 0" 11" TYP. HALLWAY 423 STORAGE 428 PRIVATE OFFICE 427 IDF 425 MOTHER'S ROOM 426 PRIVATE OFFICE 402 LOBBY 400 MEN'S 430 PRIVATE OFFICE 411 PRIVATE OFFICE 421 PRIVATE OFFICE 415 PRIVATE OFFICE 417 PRIVATE OFFICE 412 COPY 431 VISITING PRIVATE OFFICE 413 SMALL CONF. 414 PRIVATE OFFICE 416 PRIVATE OFFICE 418 SHARED OFFICE 420 OFFICE PANTRY 424 PRIVATE OFFICE 404 PRIVATE OFFICE 406 PRIVATE OFFICE 408 PRIVATE OFFICE 409 PRIVATE OFFICE 410 WOMEN'S 429 JAN 400Y PRIVATE OFFICE 401 PRIVATE OFFICE 403 PRIVATE OFFICE 405 PRIVATE OFFICE 407 HALLWAY 400W PRIVATE OFFICE 419 ELEC 400Z ATRIUM SPACE OPEN TO BELOWWD3 R1 R2 R3 R1 R2 R3 TYP TYP TYP R1 R2 R3 F1 F1 2' 8" F8 2' 6" 2' 6" 8' 5" 0" 11" 5' 5" EQ 3' 2" F3 0" EQ EQ 10" TYP. F3 EQ EQ EQ F3 1" EQ EQ F6 10" TYP. EQ EQ -0" 9' -0" 9' -0" -0" -0" -0" -0" 9' -0" 9' -0" -0" -0" 9' -0" -0" -0" -0" -0" -0" 10' -0" -0" -0" -0" 9' -0" -0" -0" -0" -0" 9' -0" EQ EQ A3 A4 A3 A4 A5 A6 F10 F10 F10 F10A F10A F10A F10A F10A F10A F10A F10A F10A F10A F10A F10A 10' 6" F10 F10 F10A EQ TYP EQ EQ EQ TYP 13' 8" EQ EQ EQ TYP EQ EQ TYP EQ N.I.C. -EXISTING TO N.I.C. -EXISTING TO REMAIN N.I.C. -EXISTING TO REMAIN N.I.C. -EXISTING TO REMAIN N.I.C. -EXISTING TO REMAIN F5 F5 A850 A850 A850 A850 A B C D D.2 C.9 C.2 E G F H 2 3 4 5 7 8 9 MS MS MS F1A C EQ EQ C C 2' 4' 0" F1 F1 F10 F10 TYP. 10" TYP. 6' 0" TYP. 10" F10 EQ EQ F10 10 A850 TYP. WHEREOCCURS D A2 A2 A2 R5 R5 R5 R7 R6 1. SEE SHEETS A003 AND A004 FOR GENERAL NOTES. 2. REFER TO SHEET A001 FOR SYMBOLS AND ABBREVIATION LEGEND. 3. ALL WORK SHALL COMPLY WITH CURRENTLY ADOPTED ICC NFPA, IAPMO, ASME BY JURISDICTION HAVING AUTHORITY. 4. LIGHT FIXTURES SHOWN ON PLAN ARE NEW U.O.N. 8. ALL LIGHTING AND CONTROLS TO CONFORM TO TITLE 24 ENERGY CODE REQUIREMENTS. 9. REVIEW LOCATION OF ALL WALL DEVICES WITH ARCHITECT PRIOR TO INSTALL. INCLUDING BUT NOT LIMITED TO: SWITCHES, OUTLETS, EXITING DEVICES, FIRE ALARM DEVISES, ETC. 10. ALL NEW SPRINKLER HEADS WITHIN ALL NEW CEILING TYPES TO BE CONCEALED TYPE. WHERE CONCEALED TYPE HEADS OCCUR PROVIDE SPRINKLER HEAD CAP TO MATC CEILING COLOR. 11. ALL NEW SQUARE CEILING DIFFUSERS TO BE PAINTED STEEL 'PLAQUE' TYPE DIFFUSER U.O.N. 12. PROVIDE CEILING ACCESS PANELS AS REQUIRED BY LOCAL GOVERNING AGENCIES FOR REQUIRED ACCESS TO ABOVE CEILING EQUIPMENT. PROVIDE PAINTED METAL ACCESS PANEL. PROVIDE SPECS FOR ARCHITECTS REVIEW PRIOR TO PURCHASE AND INSTALL. 13. REFER TO SHEET A710 FOR LIGHT FIXTURE SCHEDULE. 14. SEE AC1/A841 FOR DUCT PENETRATION OF ACOUSTICAL PARTITION. 15. AT GYP. BD. CEILINGS, PROVIDE CONCEALED GFRG ACCESS PANELS WHERE REQUIRED BY HVAC EQUIPEMENT. SEE MECHANICAL DRAWINGS. 16. ALL LIGHTS OVER TV'S TO BE ON SEPARATE CONTROL CIRCUIT. 17. SEE AC1/A841 FOR PENETRATION OF ACOUSTICAL PARTITIONS. 18. SEE AC2/A841 FOR TYPICAL AIR RELIEF BOOT. 19. SEE H8/A842 FOR 'DOGLEG' AT DUCT DETAIL. 20. SEE AC-4A/A842 FOR SHEET METAL/ FIBERGLASS LINED AIR RETURN. 21. SEE 39, 41D/A842 FOR PIPE, DUCT AND EQUIPMENT ENCLOSURE. 1. ALL FIXTURES SHALL HAVE APPROPRIATE UL LABEL, DAMP, OR WET AS REQUIRED BY LOCAL CODES. 2. ALL FIXTURES SHALL INCLUDE ALL ACCESSORIES FOR NSTALLATION ACCORDING TO ALL LOCAL, SEISMIC, AND NATIONAL CODES. 3. ALL FIXTURES SUSPENDED OVER 18" SHALL BE SEISMICALLY BRACED IN ACCORDANCE WITH CBC 1617A.1.18 ASCE, SECTION 13.1.4 4. PRIOR TO ORDERING ANY LIGHTING EQUIPMENT, THE CONTRACTOR SHALL VERIFY ALL LOCATIONS AND RECESS DEPTHS. FIXTURES REQUIRING “TRAPEZE”-TYPE OR OTHER NON-STANDARD INSTALLATION SHALL BE IDENTIFIED AT TIME OF BID. 5. ALL LAMPS SHALL BE INSTALLED ACCORDING TO THE XTURE SCHEDULE. REFER TO SHEET A720. 6. CONTRACTOR SHALL VERIFY FINAL VOLTAGES, DRIVER OCATIONS AND CEILING TRIM COMPATIBILITY PRIOR TO ORDERING FIXTURES. 7. CEILING THICKNESS IN EXCESS OF 3/4" SHALL BE IDENTIFIED WRITING BY CONTRACTOR/ARCHITECT. 8. ALL FIXTURES SHALL BE ORDERED WITH THE APPROPRIATE BALLASTS THATHAVE UL AND CBM LABELS. ALL BALLASTS MUST CONFORM TO TITLE 24 REQUIREMENTS FOR PERFORMANCE, SWITCHING, AND WIRING (I.E. TANDEM). BLEMISHES (I.E. HANG DRY WALL VERTICALLY. PROVIDE EVEL FINISH). 11. RESPONSIBILITY FOR EMERGENCY LIGHTING, EGRESS HOTOMETRICS, TITLE 24 CALCULATIONS, AND CIRCUITING TO MEET CODE CONFORMANCE REMAINS WITH THE ELECTRICA ENGINEER ORDESIGN-BUILD SUBCONTRACTOR AS REQUIRED BY LAW. 12. ALL FIXTURES LOCATED AN INSULATED CEILING AREA, SHOULD HAVE AN IC HOUSING (ELECTRICAL CONTRACTOR TO COORDINATE). 13. ANY FIXTURE SUBSTITUTIONS MUST BE APPROVED BY OLCOTT PRIOR TO BID. CONTRACTOR MUST BE PREPARED TO SUPPLY SAMPLE AND/OR PHOTOMETRIC DATA IF REQUESTED. IF SUBSTITUTION REJECTED, CONTRACTOR MUST BE PREPARED TO PROVIDE SPECIFIED PRODUCT WITHOUTDELAY. 14. ALL LIGHTING CONTROL DIMMERS SHALL HAVE PRESET RECALL FUNCTIONALITY. 15. FIXTURES WITH DUAL CIRCUITS SHALL SEPARATE DIMMING CONTROLS FOR DIRECT AND INDIRECT LIGHTING. 16. AT T-BAR CEILINGS, PROVIDE C-METALS AT FULL HEIGHT AND PERIMETERWALLS -Y" N.I.C. NOT IN CONTRACT EXISTING GYPSUM BOARD CEILING TO REMAIN NEW 2X2 SUSPENDED CEILING GRID AND ACOUSTIC TILES. SPEC. ARMSTRONG OPTIMA 2X2 WITH ARMSTRONG SILHOUETTE GRID OPEN CEILING WITH ACCENT PAINT. PAINT ALL EXPOSED MEP AND STRUCTURAL ELEMENTS. CEILING HEIGHT; ALL CEILING TO BE 9'-0" U.O.N. LIGHT FIXTURE AND TAG. REFER TO SHEET A710. FX GENERAL NOTES KEYNOTES LEGEND LIGHTING NOTES WOOD GRILLE CEILING WOOD SOFFIT CUSTOM LUXCANVAS ILLUMINATED TEXTILE PANEL. NEW GYPSUM BOARD CEILING ALTERNATE KEY NOTES CERTIFICATION: PROJECT: ISSUE OR REVISION NOTES: FLOOR/LEVEL: DATE: SIGNATURE: DRAWN BY: CHECKED BY: PROJECT MANAGER: DRAWING SCALE: SHEET SIZE: 30X42 PROJECT NO: The above drawings, specifications, ideas, designs and arrangements connection with any work or project other than the specified project for specifications shall Written dimensions these drawings shall have precedence over scaled dimensions. Contractor shall verify and be any variations from the dimensions and conditions hown by these drawings. Shop details must be submitted this office for approval CLIENT SIGNATURE: 310.204.2290 WWW.WOLCOTTAI.COM CONSULTANT: As indicated 12/16/2022 12:46:08 PM Autodesk Docs://22-4040-2 Fenwick & West/22-4040-2 Fenwick & West 730.rvt 22-4040-2 FENWICK & WEST 730 730 ARIZONA AVENUE SANTA MONICA, CA 90401 07/25/22 AJ MH CN 4TH ADJACENT BUILDING ARIZONA AVE. 7TH CT. LINCOLN BLVD. NO.DATE DESCRIPTION B07.27.22ISSUE FOR PLAN CHECK C08.15.22ISSUED FOR BID E10.05.22BID ADDENDUM R1 PROVIDE K13 IN OPEN AREAS TYPICAL 1/2" THICK) MAY BE CUSTOM COLOR CERTAIN AREAS R2 PROVIDE ADD ALTERNATE FOR ACOUSTICAL FELT BAFFLES OPEN AREAS UNIKA VAEV ECOUSTIC BANNER BAFFLES -VERTICAL CABLE SUSPENSION, .47" THICK, CUSTOM LENGTH PER AREA, 10" DEEP R3 CLEAN UP OPEN CEILING AREAS -REMOVE ALL ABANDONED LEMENTS ETC. ALL ITEMS IN OPEN AREAS TO RECEIVE NEW PAINT -DUCTWORK ETC. TYP. PROVIDE PRICING ALTERNATE TO PROVIDE VIBRATION ISOLATORS ON EXISTING ROOFTOP CONDENSING UNITS. A1 PROVIDE SOUND MASKING THROUGH OUT TYPICAL A2 NOT USED. A3 NOT USED. A4 PROVIDE ALTERNATE PRICING FOR (4) FINELITE -6' HPX INDIRECT/DIRECT LINEAR PENDANT LIEU OF (10) FIXTURES THIS LOCATION TO MATCH LEVEL A5 PROVIDE ALTERNATE PRICING FOR (4) FINELITE -6' HPX INDIRECT/DIRECT LINEAR PENDANT LIEU OF (9) F3 FIXTURES IN THIS LOCATION TO MATCH LEVEL 3. A6 R4 ENCLOSE EXISTING DRAIN PIPE PER 39/A842. D R5 K13 IN NOTED OPEN AREAS TO MATCH P-3 LIGHT BLUE ACCENT PAINT. R6 K13 IN PANTRY 424 TO MATCH P-8 LIGHT GREEN ACCENT AINT. R7 K13 IN LOBBY 400 TO MATCH P-4 DARK BLUE ACCENT PAINT. E E 1ST FLOOR CONSTRUCTION PLAN 4TH FLOOR CONSTRUCTION PLAN 1ST FLOOR RCP 4TH FLOOR RCP PARTITION CELING CONNECTION DETAIL 4TH

6 OPEN WORK AREA LOUNGE

1ST FLOOR PANTRY 4TH FLOOR PANTRY 4TH FLOOR PATIO

APPFOLIOTECH COMPANY // WOLCOTT SAN DIEGO, CA USA

AREA: 13,460 SQF CONSTRUCTION VALUATION: ~ 4.8M USD

TENANT IMPROVEMENT PROJECT COMISSIONED BY APPFOLIO. THE APPROACH WAS TO CONNECT THE EXTERIOR OF THE BUILDING TO THE INTERIOR AND HAVE A SMOOTH FLOW. THE CLIENT WANTED TO CREATE AN ENVIRONMENT THAT WOULD ENCOURAGE EMPLOYEES TO COME BACK AND WORK FROM THE OFFICE. MULTIPLE FACILITIES HAVE ARE INCORPORATED INTO THE DESIGN SUCH AS A WATER COOLER AREA, LOUNGE, WORK BOOTHS AND AN OUTSIDE PATIO.

THE SCOPE OF WORK COVERS SF. AS A JOB CAPTAIN I WAS RESPONSIBLE FOR DESIGN DEVELOPMENT, PRICING PLANS AND LATER CARRIED ON THE PROJECT TO CONSTRUCTION DOCUMENTS AND PERMITTING.

CEILING DETAIL AT WOOD SLATS

9 UP UP CW CW CW CW CW CW CW 1 1.4 2 3 4 7 8 9 10 A B D C.9 A612 A611 106 116 125 120 122 A610 A610 11 A610 5 A610 10 25' 8" 10' 5" 10' 10" A621 SL SL SL SL SL SL SL D2 D2 1 D2 S5 S5 1 1 D2 D2 2 TYP. 3 TYP. 3 TYP. 5 10 R1-3S R1-3S 11 12 R-1 A612 A622 113 108A 112 103 102 121 119 D2 104B 126 A610 A611 A611 AA BB AA BB A611 5 FINANCE P.O. 119 FACILITIES P.O. 121 SMALL CONFERENCE ROOM 120 HR P.O. 122 COLLABORATIVE AREA 123 MOTHER'S RM 116 PHONE/TOUCH 115 PHONE/TOUCH 114 HUDDLE ROOM 113 MDF 110 FURNITURE STORAGE 111 TRAINING ROOM 109 STORAGE 108 STORAGE 106 INTERVIEW 103 INTERVIEW 102 RECEPTION 100 WATER COOLER 104 OUTDOOR PATIO 105 WORKROOM 125 OFFICE 133 CONFERENCE ROOM 132 S2 15 S1 CC DD EE FF BB CC SMALL CONFERENCE ROOM 120 HR P.O. 122 COPY AREA 117 OPEN OFFICE 126 OPEN WORK AREA 118 OPEN WORK AREA 124 MAIN HALLWAY 112 108C 108B (2) A612 N.I.C N.I.C N.I.C N.I.C N.I.C N.I.C N.I.C N.I.C S4 S2 S2 S2 D2 D2 D2 E EE EE EE 2-HR RATED 2-HR RATED 2-HR RATED 2-HR RATED 1-HR RATED 1-HR RATED STORAGE 101 D2 D2 16 130 100A 100B 20 19 19 19 19 19 19 20 E 22 D2 D2 D2 D2 23 132 G1 A612 3 E 104A A612 SIM. P.O. 127 P.O. 128 P.O. 129 P.O. 130 P.O. 131 15 15 A611 13 A611 11 10 24 24 24 24 24 24 24 24 24 24 24 108 110 111 133 131 130 129 128 127 A611 A611 7 A1 HUDDLE ROOM 107 A611 14 SL 12 17 SL SL SL SL SL 24 SL 3 TYP. GG G1 LIBRARY 112D 125A PHONE/TOUCH 125A 24 21 14 13 13 107 SL 114 1' 6' 0 1/2" 3' 4' 1/2" 1' -3" 1' -3" 10' 3/4" 18 TYP. 23 23 D2 A4 D2 A4 A4 CW 6' 10 1/4" 1 1.4 2 3 4 7 8 9 10 A B D C.9 F2 F2 F2 F2 F10 F13 F13 F13 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F6 F6 F6 F6 F3 F3 F25 F25 F8 F8 F8 F3 C F13 F13 F13 F12 F12 F12 C FINANCE P.O. 119 FACILITIES P.O. 121 SMALL CONFERENCE ROOM 120 HR P.O. 122 COLLABORATIVE AREA 123 MOTHER'S RM 116 PHONE/TOUCH 115 PHONE/TOUCH 114 MDF 110 FURNITURE STORAGE 111 TRAINING ROOM 109 STORAGE 108 STORAGE 106 INTERVIEW 102 RECEPTION 100 WATER COOLER 104 OUTDOOR PATIO 105 IT WORKROOM 125 OFFICE 133 CONFERENCE ROOM 132 COPY AREA 117 OPEN OFFICE 126 OPEN WORK AREA 118 OPEN WORK AREA 124 F2 F2 F11 F11 F11 F2 F3 F3 F3 F14 F14 F14 F14 F14 F14 N.I.C N.I.C N.I.C N.I.C N.I.C N.I.C N.I.C 1 1 1 2 2 3 2 3 2 1 5 9 9 9 10 TYP. 9' -0" TYP. TYP. TYP. 11 12 12 13 TYP. 13 TYP. 13 TYP. F8 F8 F8 F8 F8 F16 F16 TYP. HEIGHT CANTED PER ELEVATIONS F8 F8 F9 F9 F9 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F13 F11 F8 F9 F17 F17 F17 F17 F17 F17 F17 F17 F17 F17 F17 F17 F17 F17 F17 F17 F17 F17 F17 F17 F17 F17 F17 F17 F17 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F5 F18 P.O. 127 P.O. 128 P.O. 129 P.O. 130 P.O. 131 OPEN OFFICE 126 BOOTH 112F PHONE BOOTH 112E LIBRARY 112D MAIN HALLWAY 112 BOOTH 112C BOOTH 112B BOOTH 112A HUDDLE ROOM 113 HUDDLE ROOM 107 F18 PHONE/TOUCH 125A F3 F3 F3 F17 F8 F8 F19 F22 F22 F22 F22 F22 F22 F20 F20 F20 F21 F21 F21 F21 F21 F21 F23 F8 F8 F8 F8 F8 F8 F8 F8 F13 F8 F8 F8 F8 F8 F7 INTERVIEW 103 F8 F8 F8 F17 F17 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F2 F2 F2 F2 F2 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F8 F23 F23 F8 F8 F8 F8 1 1 9 F8 F8 F8 F4 F8 F8 F8 F8 F16 F8 F8 F8 F8 F8 F8 F8 F8 F2 10' -0" F8 F8 F8 F19 F8 F8 F8 F8 F8 F8 F8 F15 F15 F15 F8 F8 F8 F8 F8 14 9 1 8 1 8 4 F8 F8 F8 F8 F8 F8 F8 3 F8 F8 F20 3/4" FIRE-RESISTANT PLYWOOD ACOUSTIC SEALANT @ PRTN. PERIMETER WHEN ACOUSTIC INSUL. SCHEDULED CONT. 20 GA. METAL BOTTOM RUNNER TRACK 0.157" PDF @ 24" O.C., 1-1/4" MIN EMBEDMENT CEILING PER PLAN (WHERE OCCURS) HEAD ACOUSTIC INSUL. BATT PER PARTITION TYPE TOP OF (E) FLOOR STRUCTURE SCHEDULED WALL BASE PER PLAN 1/2" 20 GA METAL STUDS @ 16" O.C. 1/4 4" WD-3 WOOD SLATS ACOUSTIC FABRIC WRAPPED PANELS PER ELEVATION MONITOR PER AV PER AV PER AV SILL DOOR PULLS (SEE SPEC) SELF EDGE THICKNESS PER ELEVATION HOLES FOR SHELF SUPPORTS AT 2" O.C. MAX. ADJUSTABLE SHELF ON METAL SHELF RESTS WD-2 FINISH -REFER TO ELEVATION 5/8" TYPE GYP. BD. 5/8" TYPE GYP. BD. 1/2" 20 GA METAL STUDS @ 16" O.C. ACOUSTIC FABRIC WRAPPED PANELS PER ELEVATION 5/8" TYPE GYP. BD. METAL STUDS @ 16" O.C. W/ HSS STEEL TUBE -REFER TO STRUCTURAL DRAWINGS CLIP ATTACHMENT REFER TO STRUCTURAL DRAWINGS FOR BOTTOM STEEL CONNECTION TO SLAB. CONT. METAL TOP TRACK -REFER TO STRUCTURAL DRAWINGS #10 S.M.S. EA SIDE, TYP. REFER TO STRUCTURAL DRAWINGS ACOUSTIC INSUL. BATT HGT. PER PLAN 2 1/2" 20 GA. MTL. STUDS @ 16" O.C. SEE HANGING SOFFIT DETAIL FOR TRACK GAUGES, CONNECTIONS, & FRAMING & BRACING ATTACHMENT TO STRUCTURE (3)#8 SMS @ 16" O.C. TYP. (3)#8 SMS TYP. @ EA. JOIST 5/8" TYPE 'X' GYP. BD. 25 G.A. 45 DEG. DIAGONAL STUD BRACING @ 4'-0" O.C. W/ (3) #8 SMS EA. CONT. EDGE BEAD TYP. CONT. 16 GA. MTL. FRAMING ANGLE W/ (2) #8 SMS @ EA. VERT. STUD TYP. BOTH SIDES 2 1/2" 20 GA. MTL STUDS @16" O.C. TO STRUCTURE ABV. CEILING WOOD SLATS PER REFLECTED CEILING PLAN 4 1/4" CLR. 1 1/4" ALIGN

DETAIL AT COLLAB AREA RCP

WALL

SHELL RETAIL CENTER // INTERFIELD BAYTOWN, TX USA

AREA: 12,400 SQF CONSTRUCTION VALUATION: ~ 2.25M USD

THE PROJECT CONSISTS OF TWO ONE STOREY RETAIL SHELL SPACES (4,400 + 8,000 SQF) ON A 1.1 ACRE (47,916 SQF) TRACT OF LAND

THE TWO ADJACENT BUILDINGS ARE SLICED ASYMMETRICALLY. THE FACADE REFLECTS A MODERN DESIGN LANGUAGE WHILE MAINTING EARTHLY TEXAN ACCENTS IN ORDER TO APPEAL TO THE SURROUNDING NEIGHBORHOOD.

THIN BRICKIRONSPOT (RUNNING THIN BRICKMAGANESE BROWN THIN CLAD CMU

A A

FLOOR PLAN EXTERIOR VIEW

ENDICOTT - DARK (RUNNING

ENDICOTTBROWN (RUNNING

CMU - ARRISCRAFT

CONSTRUCTION PROGRESS

TRANSVERSE SECTION DETAIL SECTION

INTERFIELD

HOUSTON, TX USA

AREA: 60,000 SQF CONSTRUCTION VALUATION: ~ 25M USD

THE PROJECT IS A TRAVEL STOP FOR INTERSTATE TRAVELLERS, IT CONSISTS OF MULTIPLE FACILITIES THAT CATER FOR LONG DISTANCE VEHICULAR TRAVEL: MERCANTILE, RESTAURANT, MEDICAL CLINICS, GYM, SPA, INDOOR POOL, PRIVATE SHOWERS, LOUNGE AREA AND A COURTYARD. IT OCCUPIES A TRACT OF LAND APPROXIMATELY 59.5 ACRES.

THE MERCANTILE AREA COVERS MOST OF THE FLOOR PLAN WITH THE RESTAURANT AND COURTYARD CENTERED IN THE MIDDLE. ALL OTHER FACILITIES ARE LOCATED ON THE PERIPHERY. MY RESPONSIBILITIES ON THIS PROJECT COVERED ALL STAGES UP TO PERMIT SUBMITTAL: SPACE PLANNING, SCHEMATIC DESIGN, DESIGN DEVELOPMENT AND CONSTRUCTION DOCUMENTATION.

TRAVEL CENTER //

ENLARGED SECTION

DETAIL AT TILT UP WALL

ENLARGED PLAN AT STONE WALL

17 CB CB B C BC B C BC A2.10 A2.10 A2.10 2 A2.10 3 4 1 G STORAGE 103 RISER ROOM 105 MEN'S R.R 1 106 WOMEN'S R.R. 1 107 LAUNDRY ROOM 113 WOMEN'S R.R. 2 114 MEN'S R.R. 2 115 CORRIDOR 116 LOUNGE 117 WALK-IN COOLER 118 FROZEN SECTION 120 WALK-IN COOLER 121 BEVERAGE STATION 122 F.9 F E D C B A.1 A 1 2 3 4 7 5 6 ARCADE 104 OFFICE 108 STORAGE 109 KITCHEN 110 WALK-IN COOLER 111 WALK-IN FREEZER 112 GYM AREA 123 FOOD COURT 101 COURTYARD 102 order counter POOL HOT TUB POOL AREA 125 PEDI AND MANI AREA MASSAGE CHAIRS HAIR & BARBER SAUNA SAUNA STORAGE 119 OFFICE 126 OFFICE 127 PHARMACY 128 URGENT CARE RECEPTION 130 CHIROPRACTOR 129 5 A3.11 4 A3.10 1 A3.20 3 A3.20 4 A3.20 1 A3.21 2 A3.21 3 A3.21 4 A3.21 2 A3.22 3 A3.22 4 A3.22 2 A3.23 3 A3.23 1 A3.24 2 A3.24 3 A3.24 4 A3.24 1 A3.25 2 A3.25 4 A3.25 1 A3.26 2 A3.26 1 1 2 3 4 2 5 6 7 7 1 2 5 6 1 FUTURE IHOP NOT IN SCOPE OPEN ABOVE 43 5' 0" 5' 0" 9' 5" 9' 5" OFFICE 132 URGENT CARE 133 DENTAL CARE 134 POOL EQUIPMENT 135 38'9 3/4" 18' 1 1/2" WATER FOUNTAIN A1.13 1 A1.14 1 A1.15 1 A1.16 1 ELECTRICAL ROOM 136 CASHIER A 138 CASHIER B 139 CASHIER C 141 CASHIER D 140 8'0" 9'8 3/4" 10' 7 1/4" G0.00 1 commercial truck turntable 1 1 2 3 4 2 5 6 6 7 1 2 5 6 1 3 3 7 8 8 8 8 8 7 1 HR FIRE RATED WALL UL U419 1 HR FIRE RATED WALL UL U419 1 HR FIRE RATED WALL UL U419 1 HR FIRE RATED WALL UL U419 MERCHANDISING AREA 100 3'6" MATCHLINE "A" MATCHLINE "B" 9 FLOOR PLAN 0’ 0" T.O. PARAPET 30’ − 0" T.O. CURTAIN GLASS WALL 20’ 8" 1 T.O. TOWER 32’ − 0" T.O. TILIT WALL PANELS 27’ 0" B.O. METAL DECK 23’ − 0" 1 B.O. METAL DECK 23’ 0" CONCRETE TILT WALL PANEL (RE: STRUCTURAL DRAWINGS) STRUCTURAL STEEL JOISTS (RE: STRUCTURAL DRAWINGS) THIN STONE VENEER (RE: EXTERIOR MATERIAL SCHEDULE ON SHEET A2.10) 5" RIGID INSULATION (MIN. R 28) ULTRAPLY TPO MEMBRANE 1/2" METAL DECKING STRUCTURAL STEEL ANGLE (RE: STRUCTURAL DRAWINGS) 1 THIN STONE VENEER (RE: EXTERIOR MATERIAL SCHEDULE ON SHEET A2.10) 6" CHANNEL STUD BACKER ROD & SEALANT STRUCTURAL COLUMN (RE: STRUCTURAL DRAWINGS) THIN STONE VENEER (RE: EXTERIOR MATERIAL SCHEDULE ON SHEET A2.10) CONCRETE TILT WALL PANELS (RE: STRUCTURAL DRAWINGS) CURTAIN WALL SYSTEM (RE:WINDOW SCHEDULE) USE DOW 64 795 SILICONE SEALANT BETWEEN FLASHING AND STOREFRONT SYSTEM, WITH ROD AS NEEDED MINIMUM 3/8" GAP BETWEEN ROUGH OPENING AND STOREFRONT FOR BACKER ROD AND SEALANT WRB MUST BE FLASHED INTO THE ROUGH OPENING SET STOREFRONT END DAMS AND SUB−SILLS IN SEALANT STRUCTURAL COLUMN (RE: STRUCTURAL DRAWINGS)

CONSTRUCTION PLAN

ENTRANCE COURTYARD 2 3 FLOOR PLAN 0’ 0" T.O. CURTAIN GLASS WALL 20’ 8" 1 THIN STONE VENEER (RE: EXTERIOR MATERIAL SCHEDULE ON SHEET A2.10) FIRESTONE ULTRAPLY TPO XR 115 (60 MIL) ADHERED ROOFING SYSTEM OVER 5" RIGID INSULATION (R28) OVER METAL DECKING CORRUGATED METAL PANELS (RE: EXTERIOR MATERIAL SCHEDULE ON SHEET A2.10) CODE COMPLIANT WATER RESISTIVE BARRIER OR TYVEK OVER 5/8" DENSGLASS SHEATHING CODE COMPLIANT WATER RESISTIVE BARRIER OR TYVEK OVER 5/8" DENSGLASS SHEATHING CURTAIN WALL SYSTEM (RE:WINDOW SCHEDULE) T.O. TOWER 32’ 0" B.O. METAL DECK 23’ 0" A4.10 4 8A4.13 2 1WALL SECTION A

BEVERAGE AREA MERCANTILE AREA

BARODA RESIDENCE //

COLLABORATION W/ AUDICHO GROUP LOS ANGELES, CA USA

AREA: 25,000 SQF CONSTRUCTION VALUATION: ~ 25M USD

SINGLE FAMILY RESIDENCE OVERLOOKING SUNSET BLVD WITH OPEN VIEWS TO LOS ANGELES CITY AND THE SURROUNDING HILLS. THE VOLUME PITCHED ROOF BLOCK DESIGN CREATES A STRIKING VISUAL IMPACT, WITH CLEAN LINES AND A MODERN AESTHETIC. THE RECTANGULAR SHAPE OF THE BUILDING PROVIDES AMPLE SPACE FOR THE LIVING AREAS, WHILE THE PITCHED ROOF ADDS A SENSE OF HEIGHT AND GRANDEUR TO THE OVERALL DESIGN. THE FACADE IS MADE OF BIRCH TIMBER OVERLAYED WITH MATTE BLACK TIMBER, CREATING A STRONG CONTRAST THAT ADDS DEPTH AND TEXTURE TO THE DESIGN.

THE ENTRANCE IS MARKED BY THE SAME PITCHED VOLUME DESIGN LANGUAGE USED ACROSS THE FACADE IT OPENS UP TO THE MAIN FOYER AREA THAT PROVIDES A CLEAR LINE OF SIGHT TO THE OUTSIDE LANDSCAPE . THE GRAND FOYER LEADS TO THE MAIN LIVING AREAS. THE OPEN-PLAN LIVING ROOM, DINING ROOM, AND KITCHEN ARE DESIGNED FOR ENTERTAINING, WITH HIGH CEILINGS, FLOOR-TO-CEILING WINDOWS, AND SLIDING DOORS THAT OPEN UP TO THE OUTSIDE GARDEN AND POOL.

THE BEDROOMS ARE SITUATED ON THE UPPER FLOOR EACH WITH THEIR OWN WALK-IN CLOSETS, PRIVATE BATHROOMS AND FRAMED VIEWS OF THE SURROUNDING

THE LANDSCAPE SPREADS ON MULTIPLE LEVELS BLENDING IN TO THE TYPOGRAPHY OF THE LAND THE LOWER AREA FEATURING A LAP POOL THAT CONNECTS TO THE SPA ON THE BASEMENT FLOOR. THE UPPER LANDSCAPE AREA CONSISTS OF A GARDEN, THE MAIN LEISURE POOL AND AN ADJACENT STRUCTURE ON THE OPPOSITE SIDE FEATURING A BAR AREA ON THE 1ST FLOOR AND GUEST HOUSE ON THE SECOND.

CONSTRUCTION ON THIS PROJECT STARTED IN OCTOBER 2022.

1ST FLOOR CONSTRUCTION PLAN

2ND FLOOR POWER PLAN

21 STAIR DETAILS

SECTION A-A ENLARGED STAIR SECTION A A A A D B H M Q T 4 10 10 11 11 12 13 13 14 15 14 15 16 17 17 19 20 18 19 20 21 21 22 23 A1 B1 POOL WINE ISLAND 7.75" MAX SD CM ELEVATOR UP UP UP UP UP UP UP SD UP B00 113 CASUAL DINING ROOM 114 CASUAL LIVING ROOM 112 DINING ROOM 111 LIVING ROOM 115 KITCHEN 117 PANTRY 116 CHEF'S KITCHEN 109 VANITY 110 W.C. 106 ENTRY ATRIUM 105 GAME ROOM 104 OFFICE 100 GUEST BEDROOM 103 CLOSET 101 SHOWER 102 W.C. 107 VANITY 108 W.C. 122 PANTRY 121 SHOWER 120 BATHROOM 119 WET BAR 118 POOL CABANA DN 431'-6'' 432'-6'' 432'-6'' 432'-6'' 431'-6'' 431'-6'' 432'-6'' 431'-6'' 431'-6'' CM SD CM SD CM SD SD SD SD 1/701 SPA AT BASEMENT LEVEL WATER FEATURE 1/704 11 LAP POOL AT BASEMENT LEVEL 1/4" 3/8" DN G F E M N Q R S 10 10 11 11 12 13 13 14 15 14 15 16 17 17 19 20 18 19 20 21 21 22 23 A1 B1 3'-0" 3'-0" 1/2" 1/2" 2'-0" GFC 36'-0" 36'-0" BUILDING ENVELOPE LINE AT RIDGE OF ROOF BEYOND NATURAL GRADE LINE 3 1 2 BUILDING ENVELOPE NATURAL GRADE 118A 3 3 2 1 T.O. RIDGE 460'-3" T.O.BUILDING 461'-5" T.O. PLATE 453'-6 1/4" 2ND FLOOR LEVEL 444'-6 1/4" 1ST FLOOR LEVEL 431'-6 1/4" 1'-2" 13'-0" 9'-0" 6'-8 3/4" SECURITY BOOTH 422'-6" BASEMENT LEVEL 419'-6" BOTTOM OF POOL 414'-4 1/4" 9'-0 1/4" 3'-0" 5'-1 3/4" 12'-2" 3'-6" 3'-6" 3'-6" 3'-6" 5 RISERS @ 6" EACH 4 TREADS @ 12" EACH 14 RISERS @ 6" EACH RISERS @ 7" EACH 4 TREADS @ 12" EACH RISERS @ 7" EACH 4 TREADS @ 12" EACH 13 RISERS @ 7" EACH 5 RISERS @ 7" EACH 4 TREADS @ 12" EACH BASEMENT LEVEL 419'-6" 1ST FLOOR LEVEL 431'-6" 2ND FLOOR LEVEL 444'-6" 12'-0" 13'-0" ROOF PLATE 453'-11" 9'-5" A604 A604 2 A604 3'-6" BASEMENT LEVEL 419'-6" 1ST FLOOR LEVEL 431'-6" 2ND FLOOR LEVEL 444'-6" 12'-0" 13'-0" ROOF PLATE 453'-11" 9'-5" RISERS @ 7" EACH 4 TREADS @ 12" EACH 5 RISERS @ 7" EACH 4 TREADS @ 12" EACH 3'-6" A604 A604 A604 FLOOR JOIST REFER TO STEEL BEAM WOOD PANELING FINISH 3X3 HSS TUBE AT O.C. W/ REFER TO STRUCTURAL DRAWINGS FLOORING PER FINISH PLAN STRUCTURAL DRAWINGS THICK SOLID WOOD TREAD STRINGER AT BOTH ENDS REFER 10X4 HSS STRINGER REFER TO ATTACHMENT PER STRUCTURAL GUARD WALL BEYOND FLOORING PER FINISH PLAN 1/2" LW CONCRETE REFER TO STEEL BEAM REFER TO FLOOR JOIST REFER TO 1/2" DIA GUARDRAIL W/ STRIP 3X3 HSS TUBE AT 3' O.C. W/ 2X4 FRAMING IN BETWEEN REFER TO STRUCTURAL DRAWINGS STEEL PLATE REFER TO STRUCTURAL DRAWINGS STEEL ANGLE REFER TO STRUCTURAL DRAWINGS 10X4 HSS STRINGER REFER TO STRUCTURAL DRAWINGS 10X4 HSS TUBE BEYOND REFER TO STRUCTURAL DRAWINGS STEEL ANGLE BEYOND REFER TO STRUCTURAL DRAWINGS 5/8" DRYWALL STRUCTURAL DRAWINGS STEEL BENT PLATE REFER TO STRUCTURAL DRAWINGS THICK SOLID WOOD TREADS OF STAIR 1/2" PLYWOOD STRUCTURAL DRAWINGS 5/8" DRYWALL FLOORING PER FINISH PLAN 1/2" LW CONCRETE REFER TO 1/2" PLYWOOD SHEATHING STRUCTURAL DRAWINGS STRUCTURAL DRAWINGS FLOORING PER FINISH PLAN STRUCTURAL DRAWINGS STRUCTURAL DRAWINGS LIGHTING STRUCTURAL DRAWINGS WOOD BLOCKING AS REQUIRED STRUCTURAL DRAWINGS 7/8" FURRING HAT CHANNEL 5/8" DRYWALL 5/8" DRYWALL CEILING WOOD FRAMING SCALE: GUARD WALL DETAIL @ STAIR OPENING SCALE: STAIR TO FLOOR CONNECTION DETAIL @ 1ST FLOOR 2 1/2" 1'-0" LANDING DETAIL STAIR TO FLOOR CONNECTION DETAIL @ 2ND FLOOR 4 SCALE: STAIR TO FLOOR CONNECTION DETAIL @ 1ST FLOOR 5 1/2" 1'-0" STRINGER AT BOTH ENDS REFER TO STRUCTURAL DRAWINGS 1/2" PLYWOOD 10X4 HSS STRINGER REFER TO ATTACHMENT PER STRUCTURAL DRAWINGS 5/8" DRYWALL GUARD WALL BEYOND FLOORING PER FINISH PLAN 1/2" LW CONCRETE REFER TO STEEL BEAM REFER TO FLOOR JOIST REFER TO STRUCTURAL DRAWINGS WOOD BLOCKING AS REQUIRED 1/2" DIA GUARDRAIL W/ STRIP LIGHTING STRUCTURAL DRAWINGS 1/2" PLYWOOD SHEATHING STRUCTURAL DRAWINGS LIGHTING FLOOR JOIST REFER TO THICK SOLID WOOD TREAD 1/2" PLYWOOD STRUCTURAL DRAWINGS 7/8" FURRING HAT CHANNEL 5/8" DRYWALL CEILING WOOD FRAMING SCALE: STAIR TO FLOOR CONNECTION DETAIL @ 1ST FLOOR 2 1/2" 1'-0" SCALE: STAIR TO FLOOR CONNECTION DETAIL @ 1ST FLOOR 5 1/2" 1'-0"

22 EXTERIOR VIEW 2 EXTERIOR VIEW 1 CONSTRUCTION PPROGRESS ENLARGED POOL PLAN POOL SECTION B-B B B 20'-0" 42'-4" 3'-6" 10'-8" 53'-0" 9'-8 1/2" 9'-6 1/4" 1'-6" 8'-0 1/4" 14'-1" 4'-8 1/2" 4'-8 1/2" 4'-8 1/2" 4'-8 1/2" HOT TUB SEATING STEP BAJA LOUNGE WATER DEPTH: 8" 1'-2" 1'-6" 14'-10" 9'-6" 1'-2" WATER DEPTH: 6'-0" SLOPE DN WATER DEPTH: 3'-6" (OR ADJUSTED TO ANOTHER DEPTH) STEP STEP POOL DECK F.S. EL. 432'-6" 10'-3 1/2" STEP 2'-4" 1'-2" 7'-3" BENCH 15'-3" 1'-6" 18'-6" 1'-6" BENCH WATER DEPTH: 3'-6" STEP 6'-1 1/2" 1'-6" STEP STEP 42'-4" WATER DEPTH: 6'-0" 1'-6" 5'-5 1/2" 9 1/2" 16'-9" 6'-0" 3'-6" 7'-3" UNUSABLE AREA STRUCTURAL FOAM WATER DEPTH: 6'-0" 7'-3" 16'-9" 1'-6" 1'-4 1/2" 4'-7 1/2" 6'-3" 6'-0" UNUSABLE AREA STRUCTURAL FOAM 10'-3 1/2" 20'-0" WATER DEPTH: 3'-6" HOT TUB 3'-6" 1'-6" 1'-6" 6'-1 1/2" 1'-6" 1'-2" 1'-0" 10 1/2" 10 1/2" STRUCTURAL FOAM 1'-0" SCALE: FIRST FLOOR POOL SECTION 3/8"BB3 = 1'-0" SCALE: FIRST FLOOR POOL SECTION 3/8"CC4 = 1'-0" 20'-0" 42'-4" 53'-0" 9'-8 1/2" 14'-1" 4'-8 1/2" 4'-8 1/2" 4'-8 1/2" 4'-8 1/2" HOT TUB WATER DEPTH: 8" 1'-2" 1'-6" SLOPE DN WATER DEPTH: 3'-6" (OR ADJUSTED TO ANOTHER DEPTH) STEP 10'-3 1/2" 18'-6" 1'-6" BENCH 6'-1 1/2" 1'-6" STEP 10'-8" 42'-4" WATER DEPTH: 6'-0" BAJA LOUNGE WATER DEPTH: 8" 5 1/2" 3'-6" 1'-6" 5'-5 1/2" 9 1/2" 16'-9" WATER DEPTH: 3'-6" 7'-3" 16'-0" 2'-4" 1/2" 8 1/2" 8 1/2" UNUSABLE AREA STRUCTURAL FOAM WATER DEPTH: 6'-0" 1'-6" 3'-6" 1'-2" 2'-4" 16'-0" 7'-3" 16'-9" 1'-6" 1'-4 1/2" 4'-7 1/2" 6'-3" 1'-4 1/2" 9'-6" 6'-0" WATER DEPTH: 3'-6" HOT TUB WATER DEPTH: 3'-6" UNUSABLE AREA STRUCTURAL FOAM 9'-8 1/2" 10'-3 1/2" 20'-0" WATER DEPTH: 3'-6" HOT TUB 1'-6" BAJA LOUNGE WATER DEPTH: 8" 1'-6" 6'-1 1/2" 1'-6" 1'-2" 10 1/2" 10 1/2" STRUCTURAL FOAM Sheet Title: Sheet Number: Project Number-Principal In Charge: Project Manager: Drawn By: Project Address: 122 N BARODA DR, LOS ANGELES, CA 90077 Revisions: Issue For Description: Issue Date: 12.11.22 NO.DESCRIPTIONDATE Project: BARODA RESIDENCE Client: BARODA DEVELOPMENT LLC AUDICHO GROUP A701 FIRST FLOOR POOL ENLARGED PLAN & SECTIONS SCALE: FIRST FLOOR POOL ENLARGED PLAN1 1/4" 1'-0" CONSTRUCTION DOCUMENTS SCALE: FIRST FLOOR POOL SECTION AA2 3/8" 1'-0" SCALE: FIRST FLOOR POOL SECTION BB3 3/8" 1'-0" SCALE: FIRST FLOOR POOL SECTION CC4 3/8" 1'-0"

HYPERCADE //

ALTERNATIVE REALITIES INSTURCTORS: MARWAN ZOUEIN & LAYAL MERHI

this thesis begins with surveying the existing tensions and dynamics that act as the parameters for what make up the cultural agents defining society. the waterfront area is the start point of this work, acting as the heterotopia with its vague proximity/detachment in respect to the city alongside the transient activities mainly being a hopeless pursuit of escapism incubated in hedonistic nightlife venues. the following constitutes as the cornerstone for the construction of a speculative fiction targeting and criticizing a broader range of current-day realities; an imaginary series of augmented spaces laid along a narrative in which a subject pass through. this fictive project does not propose itself as a series of finite answers ambitiously trying to define the ongoing dynamics in society nor does it follow the discourse of defining a utopia/dystopia but rather proposes an autonomous realm where answers are not the subject of matter but rather the questions are. the proposal lays out the ground for triggering questions in a critical fashion, aiming to break out of whatever reality forced upon the subject, subsequently, the subject is charged to breakout of their mindset to pursue an alternative reality, one that exposes the true potential of their intellectual and physical capacity. in order to materialize and rationalize the latter proposal, a taxonomy is constructed, being made up of the culture agents, their subculture components, the method in how the agent is to be augmented, the technology deployed in order to achieve this augmentation and finally a list of physics components defining the shape of the volume incubating the augmentation. the generated outcome would be the narrative and the respective “objects” laid down within its framework. the spaces are rendered as objects, eliminating any pre-conceived human-constructed definitions and labels of what the “objects” function/purpose is, allowing the object to exist in a hyper-state of its own succeeding any human conceptions of it. the objective is to enable the subjects to utilize the limitless potential of these “objects” to the point of breaking out of the augmentation proposed which is a personal input by the author. the final outcome of the narrative is to have all the activity and input produced by the subjects collected and used to ambitiously further produce these alternative realities proposed

23 4

24 5

THE PROJECT DISCUSSES SPACES AND DEVICES OF ESCAPISM IN TODAYS HEDONISTIC POST WAR SOCIETY. AIMS AT HIGHLIGHTING THE STATE OF DENIAL THE LEBANESE CULTURE IS IN (PARTICULARLY BEIRUT). THE SITE PROPOSED EXPRESSES THIS DENIAL AND DISSONANCE WHERE IT ACTS AS A PHYSICAL AND MENTAL BI-PRODUCT OF THE WAR, MADE UP OF ITS LAYERS. STUDYING THE HISTORICAL BACKGROUND AND DOCUMENTING THE PHASES THE LAND WENT THROUGH, THE STUDY REACHES THE CURRENT STAGE OF THE AREA RENDERED BY TEMPORALITY. THIS TEMPORALITY IS THE DESIGNATED AREA OF RESEARCH BEHIND THE FOLLOWING WORK, ATTEMPTING TO DECRYPT THE PSYCH ITS BUILD ON

25 6

PREFACE

LAND EVOLUTION

AS SHOWN, ACTIVITY DIFFERS BETWEEN DAY AND NIGHT, DUE TO THE DIFFERENT ACITIVITIES THAT TAKE PLACE RESPECTIVELY. DURING THE DAY THE AREA IS AN OPEN SPACE FOR BIKING AND JOGGING ACTIVITIES THAT SOME BECOMES MANIPULATED TO ALLOW KNOWNS AS TERRITORILIZATION, -

NESS IS TAKEN ADVANTAGE OF TO RETERRITORIALIZE THE SPACE TO

ACTIVITY + TERRITORIALIZATION

EXERCISE/BIKIN G TRAJECTORY CONSTRUCTION ACTIVITY TRAJECTORY

EMPTY PLOTS

ACCESS TO SEA PROMENADE HAS BEEN BLOCKED RECENTLY DUE TO CONSTRUCTION AN ARRAY OF TETRA PODS HAVE BEEN DEPLOYED ALONG THE SHORELINE TEMPORARILY BLOCKING THE VIEW AND ACCESSABILITY TO THE PROMENADE VALET PARKING AGENTS TAKE OVER CONTROL OVER THE EMPTY LOTS ON THE SIDES OF STREETS BORDERING THE CLUB, IMPOSING CONTROL OVER WHERE PEOPLE CAN PARK, AND THAT IS NOWHERE UNLESS THEY PAY A FEE SOME OF THE METHODS USED ARE THE DEPLOYMENT OF METAL FENCES THAT TERRITORIALIZE THE AREA CONCRETE BLOCK USED TO BLOCK OF ROADS AND CONTROL TRAFFIC LIGHT AND PORTABLE, THE METAL FENCE IS MAINLY USED BY THE VENUES AND THEIR VALET PARKING COUNTERPARTS TO TERRITORIALIZE THE AREA TETRAPOD: CONCRETE STRUCTURE USED AS WAVE BREAKER UNITS HAVE NOT BEEN FULLY DEPLOYED INTO SEA FOR THE MEANTIME THEY ARE POSITIONED ACROSS THE LAND

TERRITORIALIZATION

BARRACADES CHECKPOINTS

GOV INSTITUTIONS

RESIDENTS OF OFFICIALS

TRANSITIONS

STATE OF AC TIVIT Y FORM OF CHANGE PROGRESSIVNESS

INFORMATIVE

MEDIA ROOM [CON.SA_4518.OBJ]

SOCIAL STRUC TURE

AGENTS OF CLASSISM/RACISM

MARGENLIZATION OF MINORITIES

POWER DYNAMICS

INTERACTIVE

AI COMPUTER AIDED VISUALS/ SIMULATIONS

[TR.S_24612.OBJ]

SURVEILLANCE ROOM

MOTION SENSORS

[CNSMR.CO_9.OBJ]

[TRANS.CH_19810.OBJ] VR STATION

[CON.SA_14518.OBJ]

CONNEC TIVIT Y

SOCIAL MEDIA AC TIVIT Y HOW MUCH OF THE CIT Y’S DATA AND SOCIAL ENCOUNTERS EXIST VIRTUALLY

CONSUMERISM

COMMERCE

INFO DISPLAY SYSTEMS

LIGHT SIMULATIONS

TESSELATE

WARP

CONSUMER CORRIDOR MEDIA ROOM

[TR.BAR_413.OBJ] LIMBO

[SS.DIALOGUE_168.OBJ] DIALOGUE BOX

[SS.PWR_610.OBJ] CONNECT

28 14

WIST

SURVEILLANCE EMERGE INSURGE SCALE STRETCH OPEN ENCLOSE T

ROTATE DISPERSE COLLEC T MOVE INVADE COLLIDE EXTEND GROW OVERLAP

<AMBIENT DEVICE> ROTATABLE LIGHT PROJECTOR DIRECTIONED AT WALKWAY

<CLIMATE DEVICE> VENTILATION TURBINE TUBE TO INDUCE EXAGGERATED AND FLUCTUATING CLIMATE CONIDITIONS

29 NEON

SIGNS THAT EVOKE CURIOSITY AND AMBIGUITY TO ATTRACT PEOPLE IN

<VISUAL DEVICE> SCREENS PROJECTING VISUALS <SOUND DEVICE> EMITTING SOUNDS TO ENHANCE OCCUPANT EXPERIENCE

30 OBJECTS OF HYPOCRISY AND DISSONANCE: HAVING A HIGH END LAVISH SETTING MERGED WITH THE INDUSTRIAL GUT OF THE BUILDING REPRESENTING A FUNCTIONAL MECHANICAL SCHEME PLACING OCCUPANTS IN A POLEMIC ENVIRONMENT THAT BRINGS OUT THEIR HEDONISTIC SIDE BEFORE SHOCKING THEM WITH CONTRASTING ELEMENTS THAT ACT AS INTIMIDATION SILENT MAZE: TRANSPARENT VS REFLECTIVE SURFACES THAT CATER TO A SPACE OF DISLOCATION WHERE THE OCCUPANT CAN IMMERSE THEMSELVES IN THEIR OWN THOUGHTS/IMAGINATION FABRICATION LAB: OCCUPANTS ARE PROVIDED WITH TOOLS THAT ALLOW THEM TO REALIZE THEIR IDEAS AND EXPERIMENT WITH THEM WORKSTATION: A SPACE THAT OFFERS HIGH TECH PLATFORMS INCORPORATING TECHNOLOGY INTO THE SCHEME TO EXPLORE NEW TECHNOLOGIES VIRTUAL REALITY HEADSET: CONNECTS SUBJECT WITH THE VIRTUAL WORLD POD SEAT: WHERE THE OCCUPANT IS SEATED IN THE POD

MEDIA ROOM [CON.SA_4518.OBJ]

the media room animates the use of media in the following volume, displaying it in all forms/ways possible this places the subject in a control position allowing them to re-interpret information in their own way without interference from media outlets

BRIDGE [CNSMR.CO_9.OBJ]

the bridge acts as the start point to the project, it incubates the info center, as well as the “consumer corridor” object

3115 CON.SA_4518/VIS.TECH CON.SA_4518/FIX.STR CON.SA_4518/FIX.STR CON.SA_4518/VIS.TECH CON.SA_4518/COMP.TECH CON.SA_4518/COMP.TECH CON.SA_4518/FIX.STR CON.SA_4518/VIS.TECH CON.SA_4518/VIS.TECH CON.SA_4518/BEAM.STR CON.SA_4518/VIS.TECH CON.SA_4518/FIX.STR CON.SA_4518/FIX.STR CON.SA_4518/VIS.TECH CON.SA_4518/BEAM.STR CON.SA_4518/BEAM.STR CON.SA_4518/BEAM.STR SECTION 1/50 Plan 1/50 SECTION 1/50

CNSMR.CO_9/TRS.STR CNSMR.CO_9/LED.TECH CNSMR.CO_9/TRS.STR CNSMR.CO_9/LED.TECH CNSMR.CO_9/LED.TECH CNSMR.CO_9/L ED.TECH

PLAN 1/100 SECTION 1/100 SECTION 1/100

[CNSMR.CO_9.OBJ]

the narrative reaches an end at this object, the vr station its made of 2 parts, the first one is a matrix of vr pods in which subjects can transcend into a whole different world where they explore different realities some of these realities can be turned into potential proects for this exists the upper part made of 3 spaces: workshop, classroom, fabrication lab

SURVEILLANCE [TR.S_24612.OBJ]

“surveillance room” is a play on the phenomenom of terriorialization citizens of beirut face everyday surveillance is a form of this phenomenom that people constantly overlook in their everyday life. in this object, the subject is faced with numerous cctv cameras upon entering it this makes the individual to come in to terms with the reality they face everyday, further into the object, separate rooms exist with a screen and cctv camera pointed at them inside, the individual will have the chance to survey fellow individuals in other rooms but only under the condition of being surveyed in return

32 16 VR POD/WORKSTATION TRANS.CH_18910.OBJ SECTION 1/100 PLAN 1/100 PLAN 1/100 TRANS.CH_18910 /FIX.STR TRANS.CH_18910/LFT.MECH TRANS.CH_ 18910/VR. TECH TRANS.CH_18910/POD.OBJ TRANS.CH_1 8910/COMP.MECH TRANS.CH _18910/V IS.TECH

SECTION 1/100 PLAN 1/100 SECTION 1/100 TR.S_24612/FIX.STR TR.S_24612/BEAM.STR TR.S_24612/VENT.MECH TR.S_246 12/VENT. MECH TR.S_24612/COMP.TECH TR.S_24612/VIS.TECH TR.S_24612/CAM.TECH TR.S_2461 2/CAM.TECH

VR POD [TRANS.CH_18910/POD.TECH]

FIXATION [TRANS.CH_18910/FIX.STR]

COLUMN [TRANS.CH_18910/BEAM.STR]

PROCCESSOR [TRANS.CH_18910/COMP.TECH]

VENT [TR.S_24612/VENT.MECH]

PROCCESSOR [TR.S_24612/COMP.TECH]

MECHANICAL FIXATION [TR.S_24612/FIX.STR]

CCTV [TR.S_24612/CAM.TECH] MONITORS [TR.S_24612/VIS.TECH]

33 17 ASSEMBLY

CONNECT INTER-VIEW

SURVEILLANCE INTER-VIEW

34 OUTER-VIEW OF SURVEILLANCE AND VR/WORK STATION INTER-VIEW OF LIMBO INTER-VIEW FROM MEDIA ROOM TO BRIDGE INTER-VIEW FROM BRIDGE TO DIALOGUE BOX CLUSTER

a near future setting is taken into consideration where the site begins to move into stage 3 of the reclamation plan [builiding the city extension]. at this stage, the dismanteling of the existing venues begin, in addition to the excavations

VR/WORK STATION

TRANS.CH_18910.OBJ

CONNECT

SS.PWR_610.OBJ

MEDIA ROOM CON.SA_14518.OBJ

SURVEILLANCE TR.S_24612.OBJ

LIMBO TR.BAR_413.OBJ

DIALOGUE BOX SS.DIALOGUE_168.OBJ

BRIDGE CNSMR.CO_9.OBJ

STRUCTURE

EXCAVATION

PORTAL

TUNNEL SITE ATTRACTORS

the project is accessed through tunnels lieing in excavations around the site

SECTION SECTION 2

NARRATIVE

SECTION

PLAN 1 1/100 1 PLAN 2 1/100 SECTION 1 SECTION 2 PLAN 3 1/100 SECTION 1 SECTION 2

MEDIA R00M [CNSMR.CO_9.OBJ] CONSUMER CORRIDOR

[CON.SA_14518.OBJ]

DIALOGUE BOX

SURVEILLANCE ROOM

VR STATION

LIMBO

[SS.DIALOGUE_168.OBJ]

[TR.S_24612.OBJ]

[TRANS.CH_19810.OBJ]

[TR.BAR_413.OBJ]

CONNECT

[SS.PWR_610.OBJ]

ARTS + CRAFTS CENTER

CULTURAL CENTER + WORKSHOP SPACES DESIGN STUDIO VII [A]

INSTURCTOR: FRANCESCO POLESELLO

THE SUDIO AIMED AT REGENERATING THE CRAFTSMAN ACTIVITY IN GEMMAYZE [DISTRICT IN BEIRUT], RECALLING THE ORIGINAL FUNCTIONS OF THE AREA THAT DATED BACK TO PRE- CIVIL WAR TIMES. THE CENTER ACTS AS A CATALYST FOR THIS CAUSE WHERE IT PROVIDES SPACES FOR CARPENTERS, ARTISIANS AND BLACKSMITHS THAT EXTEND ON THE TESSALATED SURFACES OF THE PROJECT, ALLOWING FOR ASSIMILATION OF THE DIFFERENT SPACES. IN ADDITION, THESE ‘SURFACES’ EXTEND TO PROVIDE SPACE FOR OTHER FUNCTIONS ENCOPORATED IN THE PROJECT SUCH AS AN EXHIBITION SPACE THAT PROMOTES THE END PRODUCTS OF THE LABOR, A CAFETERIA/ MEDIA ROOM THAT PROVIDES AN INTERACTIVE LEARNING HUB FOR THE VISITORS OF THIS CENTER WHICH AIMS AT BACKING UP THE KNOWLEDGE BEHIND THE WORK OF THE CRAFTSMAN THUS ENRICHING THE RELATIONSHIP BETWEEN THEM AND THE PUBLIC.

SYSTEM DEFRAGMENTATION

EXTENSION LIMB 1 A PORTAL TO THE TEMPORARY EXHIBITION SPACE IN THE CHARLES EL HELO BUS STATION. THIS ALLOWS TO RE-ENGAGE THE DEAD SPACE AND GIVE FUNCTION TO THE STATION

SITE CIRCULATION NARRATIVE DEFRAGMENTATION

EXTENSION LIMB 2

THE FINAL DESTINATION THAT EXTENDS TOWARDS THE DEAD VOID LYING BETWEEN PASTEUR AND CHARLES EL HELO HIGHWAY. IT ACTIVATES THE SPACE BY PROVIDING KIOSKS THAT OCCUPY DIFFERENT FOOD AND BEVERAGE SHOPS THUS

ENCOURAGING PEOPLE TO DESCEND THROUGH THE ARTS AND CRAFTS CENTER TO FINALLY REACH A

PUBLIC SPACE THEY CAN INTERACT WITH

THE FINAL SLAB EXTENDS TO FORM A PUBLIC SPACE FOR STUDENTS TO WORK AND STUDY IN

STRUCTURE

A SYSTEM OF PREFABRICATED COLUMNS THAT MOVE WTH THE DIRECTION OF THE SURFACE UNDULATIONS TO PROVIDE PROPER STURCTURE THAT WITHHOLDS FORCES IN ALL DIRECTIONS AND ACTS STRONG IN TERMS OF TENSILE MOVEMENT WHILE REMAINING IN THE SAME COHERENT LANGUAGE

SHADING ELEMENTS

GREEN ROOF ACTS AS EXTENSION TO THE PUBLIC STREET EXHIBITION

THE WORKSHOPS

AS PART OF THE SPACE EMPHASIZING CONTINUITY WITH THE ADOPTION OF THE PARTION SYSTEM THAT IS

ACROSS ALL THE PROJECT

RESPONSIVE ENVELOPE SKIN ACTS AS DEVICE THAT CATERS TO THE REGUALTION OF LIGHT PENETRATION AND HENCE AFFECTS TEMPERATURE CHANGE AMONG THE FLOORS. THE LOUVERS OPEN AND CLOSE ACCORDING TO EACH FACADE AND ITS POSITION IN RELATION TO SUNLIGHT

SPACE CAFETERIA AUDITORIUM STUDENT WORKSPACE WORKSHOP AREA THE WORKSHOP LAYOUT IS DERIVED FROM THE MOVEMENT OF THE SURFACE WHICH IS

SPIRAL MOVEMENT DOWNWARDS.

ACTS

EVIDENT

40 KITCHEN WC WC WORKSHOP WORKSHOP EXHIBITION SPACE TEMPORARY EXHIBITION SPACE WORKSHOP WORKSHOP OFFICES GENERATOR FUEL ROOM WATER TANK WATER TANK FILTERATION ROOM P SUB-LEVEL 1/100 GROUND FLOOR 1/100 NIGHTIME VIEW

VIEW SHOWING EXPOSED STRUCTURE AND ITS INTEGRATION WITH THE SURFACES VIEW OF CAFETERIA ARRANGEMENT

41 ELEVATION WEST 1/100

SECTION AA 1/100

ARCHITECTURAL DETAIL

THE LOUVER SYSTEM ACTS AS A RESPONSE TO ENVIRONEMENTAL ISSUES REGARDING THE BUILDING. IN ADDITION, T AIDS THE CONCEPT OF CONTINU TY THROUGH THE TS COHERENT AND UNIFIED FORM. THE FACADE SYSTEM IS A SERIES OF LOUVERS NTERPOLATING IN A CURVILINEAR MANNER TO OPEN AND CLOSE AT SPECIFIED AREAS ACCORDING TO LIGHT PENETRATION AND VENTILATION SCALE

ENVIRONMENTAL SYSTEM

TWO VAR ABLES AFFECT THE CHARACTERISTICS OF EACH FLOOR: CEILING HEIGHT AND LIGHT NTENSITY [ I.E LIGHT PENETRATED]. THE UNDULATIONS OF THE SURFACES RESULT IN CLEAR HEIGHT CHANGES FROM FLOOR TO FLOOR AND EVEN ON THE SAME FLOOR. AS WELL AS THE LOUVERS THAT OPEN AND CLOSE W TH DIFFERENT APERTURES THAT CONTROL THE QUANTITY OF LIGHT PENETRATED THE TWO FOLLOWING FACTORS FORCE THE IDEA OF TRANS TION W THIN THE MIND OF THE OCCUPANT WITHOUT ACTUALLY HAVING WALLS AND STAIRS FRAGMENT THE SPACE. THE TWO FACTORS CHANGE THE QUALITIES OF THE SPACE ACCORDING TO FUNCTION.

LOUVERS LOUVERS’ F XATIONS LOUVER STRUCTURE SYSTEM GLASS WINDOW GRID 2000X2000 GLASS FALSE CEILING POLISHED CONCRETE FINISH 30MM HANDRAIL

1/20

SECTIONAL FORM OF THE SUR ACE ALLOWS FOR A OW MIDDLE GROUND THAT ALLOWS FOR W TER COLLECTION FI TERATION WATER ANK 3D

1/200

PRINTED MODEL

DETAILED 1/50 SECTIONAL MODEL SHOWING FACADE SYSTEM

OPEN STAGE TOWER //

SPECULATIVE VIRTUAL SPACE

THE PROJECT REVOLVED AROUND THE USE OF AN ARRAY OF TOOLS ACCUMULATED FROM DIFFERENT SOFTWARE TO CREATE A SPECULATIVE SPACE AIMED AT PROVIDING A VIRTUAL EXPERIENCE - ONE THAT IS REALTED TO SOUND. THE EXPERIMENT PLACES THE INDIVIDUAL IN A SURREAL LANDSCAPE WITH THE TOWER BEING ROOTED AT THE CENTER. THE USER WILL APPROACH THE TOWER AND BE MET WITH 4 PORTALS TRANSPORTING HIM/HER TO THE DESIRED “POD”, ALTERNATIVELY THE USER CAN TAKE THE STAIRS WHERE HE/SHE CAN TRAVEL THROUGH THE TOWER AND EXPERIENCE IT WHOLE FROM START TO FINISH. EACH POD HAS ITS OWN NICHE SOUND CATEGORY BEING IT TECHNO, ROCK, INDIE WITH THE DESIGN REFLECTING ELEMENTS OF THE CULTURE SURROUNDING THAT SOUND. THE PATH WILL LEAD THE USER THROUGH ALL THE PODS AND THE BRIDGES CONNECTING THEM TO FINALLY REACH A VIEWING POD OVERLOOKING THE ENTIRE LANDSCAPE FROM ABOVE.

VARIOUS EXPLORATIONS //

THE FOLLOWING ARE EXPERIMENTATIONS CONDUCTED USING DIFFERENT SOFTWARE (RHINO GRASSHOPPER, ZBRUSH, BLENDER, MAYA) TO EXPLORE THE CAPABALITIES THESE SOFTWARE HAVE AND HOW EACH’S TOOLS CAN BE MERGED WITH ANOTHER TO CREATE A UNIFIED BODY OF WORK. IN TODAY’S CLIMATE OF TRANSITION FROM THE DIGITAL TO THE VIRTUAL, THE CHALLENGE LIES IN HOW CAN THIS TRANSITION ENHANCE THE USER EXPERIENCE AND TRANSCEND THEIR PSYCHE INTO A WORLD WHERE THERE ARE LIMITLESS POSSIBILITIES.