Ammar Palgharwala | Architecture Portfolio 2023 by ammar palgharwala

PORTFOLIO AMMAR PALGHARWALA 2023

C CONCOURSE EXPANSION

SEATTLE, WASHINGTON

As an addition to one of North America’s top ten busiest airports, the C Concourse Expansion at Seattle-Tacoma International Airport (SEA) nearly triples the size of the concourse, creating a new destination through placemaking, sustainability, and signature architecture.

The C Concourse Expansion aims to elevate SEA, literally, by adding four additional floors above the existing building and raise the bar on the airport experience and sustainability. The C Concourse Expansion rethinks the airport experience where design creates an intuitive journey, a sense of calm, and climate consciousness. This project will increase the existing 81,000-square-foot building into a beautiful 226,530-square-foot facility with a wish-list of amenities. The Grand Stairs at C invite travelers to linger with seating that overlooks looks a performance space for local musicians, as well as views of the surrounding landscape.

Role: Design development, code analysis, design compliance, consultant coordination, vendor and material selection per contract terms, construction and permit drawings, BIM lead, LEED checklist compliance, client relationships and presentations, budget compliance and value engineering.

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CEILING SUPPORT DESIGNED AND PROVIDED BY MANUFACTURER

SUSPENDED MOUNTS MANUFACTURER PROVIDED

20% PERFORATED BLACK METAL TROUGH PANEL SCREWED ON THE SUPPORT CHANNEL AFTER MOUNTING TRIANGULAR ASSEMBLIES

SUPPORT CHANNEL ATTACHED TO MOUNTING SYSTEM MANUFACTURER PROVIDED

SHIM CONNECTION; PRE-ASSEMBLE OFF-SITE

3/4" THICK ACOUSTIC TRIANGULAR INFILL PANEL WITH 3MM MICRO-PERFORATED WOOD VENEER FINISH

1 1/2" THICK BAFFLE WITH ACOUSTIC CORE AND 3MM THICK WOOD VENEER FINISH, NONPERFORATED; DEPTH PER A4-50-01

3/4" THICK ACOUSTIC TRIANGULAR INFILL PANEL WITH 3MM MICRO-PERFORATED WOOD VENEER FINISH

TROUGH PANEL WITH CUT-OUT FOR LIGHT FIXTURE AS SPEC'D BY LIGHTING DWGS

3/4" THICK ACOUSTIC TRIANGULAR INFILL PANEL WITH 3MM MICRO-PERFORATED

40% PERFORATED BLACK METAL TROUGH PANEL AT INTERSECTION OF TRIANGULAR

0' - 8" 0' 2" TO 0' 10" MEZZANINE CEILING FACE HEIGHT, TYP. 11' - 6" AFF MP-4 ACP-3 ACP-2

ACOUSTICAL BACKING INSULATION

FIXTURE, REFER LIGHTING DRAWINGS MEZZANINE CEILING FACE HEIGHT, TYP. 11' - 6" AFF EQ EQ 90.00° VARIES 2"10" BAFFLE DEPTH BAFFLE DEPTH/2 VARIES UNISTRUT MOUNTING CHANNEL; GC PROVIDED PER LIGHTING SPEC LIGHT FIXTURE MOUNTING CANOPY, PER LIGHTING SPEC 1' - 6" MP-4 ACP-3 ACP-2

LIGHT

BAFFLES

WOOD VENEER FINISH MEZZANINE CEILING FACE HEIGHT, TYP. 11' - 6" AFF VARIES2"10" BAFFLE DEPTH CLIP FOR SPEAKER HOUSING SPEAKER, SEE TWVPS 1' - 6" MP-4 ACP-3 ACP-2 SPEAKER MOUNTING SYSTEM, GC PROVIDED PER TWVPS SPEC DETAIL A6-50-04 24 MAIN CEILING ASSEMBLY -THROUGH TRIANGLE SIDE SCALE: 3" = 1'-0" DETAIL A6-50-04 14 MAIN CEILING ASSEMBLY -THROUGH INTERSECTION OF TRIANGLE SCALE: 3" = 1'-0" DETAIL A6-50-04 9 MAIN CEILING ASSEMBLY -THROUGH INTERSECTION OF TRIANGLE -SPEAKER INTEGRATION SCALE: 3" = 1'-0"

COLUMN COVER DESIGN AND SPEAKER INTEGRATION

COLUMN COVER BUTT JO COLUMN COVER SUPPOR STRUCTURAL COLUMN FIRE PROOFING MOUNTING BRACKET SST-3 COLUMN COVER SUPPORT FRAMING CAMERA WAP UNITS MOUNT @ 12' AFF TO THE BOTTOM OF THE EQUIPMENT. SEE TECHNOLOGY SET FOR LOCATIONS ON PLAN FIXED PERFORATED METAL SCREEN ON BLACK PAINTED 5/8" PLYWOOD BACKING COLUMN SPEAKER PER TWVPS 1" THICK SOUND ISOLATION PADDING SNAP-ON PERFORATED METAL SCREEN, 40% OPEN WITH BLACK LINER ON THE INTERIOR SIDE 4" MP-3 MP-3 4" FIRE STROBE AT 80" AFF TO TOP OF STROBE. SEE FIRE ALARM SET FIXED PERFORATED METAL SCREEN COLUMN SPEAKER PER TWVPS SNAP-ON PERFORATED METAL SCREEN, 40% OPEN WITH BLACK LINER ON THE INTERIOR SIDE MP-3 MP-3 DETAIL INTERIOR DETAIL -COLUMN HORIZONTAL REVEAL SCALE: 1 1/2" = 1'-0" DETAIL A6-20-16 5 COLUMN COVER MOUNTING -TOP OF SLOT SCALE: 1 1/2" = 1'-0" DETAIL A6-20-16 4 COLUMN COVER MOUNTING -BOTTOM OF SLOT SCALE: 1 1/2" = 1'-0" COLUMN COVER SUPPORT FRAMING CAMERA / WAP UNITS MOUNT @ 12' AFF TO THE BOTTOM OF THE EQUIPMENT. SEE TECHNOLOGY SET FOR LOCATIONS ON PLAN FIXED PERFORATED METAL SCREEN ON BLACK PAINTED 5/8" PLYWOOD BACKING COLUMN SPEAKER PER TWVPS 1" THICK SOUND ISOLATION PADDING SNAP-ON PERFORATED METAL SCREEN, 40% OPEN WITH BLACK LINER

4" MP-3 MP-3 4" FIRE STROBE AT 80" AFF TO TOP OF STROBE. SEE FIRE ALARM SET FIXED PERFORATED METAL SCREEN COLUMN SPEAKER PER TWVPS SNAP-ON PERFORATED METAL SCREEN, 40% OPEN WITH BLACK LINER ON THE INTERIOR SIDE MP-3 MP-3 Holt Services 10621 Todd Rd. E. Edgewood, WA 98372 Mayer / Reed 319 SW Washington St. Suite 82 Portland, OR 97204 TLC Engineering Solutions 1255 Corporate Drive, Suite 100 Irving, Texas 75038 COLUMN COVER SUPPORT FRAMING CAMERA WAP UNITS MOUNT @ 12' AFF TO THE BOTTOM OF THE EQUIPMENT. SEE TECHNOLOGY SET FOR LOCATIONS ON PLAN FIXED PERFORATED METAL SCREEN ON BLACK PAINTED 5/8" PLYWOOD BACKING COLUMN SPEAKER PER TWVPS 1" THICK SOUND ISOLATION PADDING SNAP-ON PERFORATED METAL SCREEN, 40% OPEN WITH BLACK LINER ON THE INTERIOR SIDE 4" MP-3 MP-3 4" FIRE STROBE AT 80" AFF TO TOP OF STROBE. SEE FIRE ALARM SET FIXED PERFORATED METAL SCREEN COLUMN SPEAKER PER TWVPS SNAP-ON PERFORATED METAL SCREEN, 40% OPEN WITH BLACK LINER ON THE INTERIOR SIDE MP-3 MP-3 Architects: The Miller Hull Partnership, LLP 71 Columbia St, 6th Floor Seattle, WA 98104 206.682.6837 319 SW Washington St. Suite 820 TLC Engineering Solutions 1255 Corporate Drive, Suite 100 COLUMN COVER SUPPORT FRAMING CAMERA WAP UNITS MOUNT @ 12' AFF TO THE BOTTOM OF THE EQUIPMENT. SEE TECHNOLOGY SET FOR LOCATIONS ON PLAN FIXED PERFORATED METAL SCREEN ON BLACK PAINTED 5/8" PLYWOOD BACKING COLUMN SPEAKER PER TWVPS 1" THICK SOUND ISOLATION PADDING SNAP-ON PERFORATED METAL SCREEN, 40% OPEN WITH BLACK LINER ON THE INTERIOR SIDE 4" MP-3 MP-3 4" FIRE STROBE AT 80" AFF TO TOP OF STROBE. SEE FIRE ALARM SET FIXED PERFORATED METAL SCREEN COLUMN SPEAKER PER TWVPS SNAP-ON PERFORATED METAL SCREEN, 40% OPEN WITH BLACK LINER ON THE INTERIOR SIDE MP-3 MP-3 Holt Services 10621 Todd Rd. E. Edgewood, WA 98372 Mayer Reed 319 SW Washington St. Suite 820 Portland, OR 97204 TLC Engineering Solutions 1255 Corporate Drive, Suite 100 Irving, Texas 75038 DETAIL A6-20-16 5 COLUMN COVER MOUNTING -TOP OF SLOT SCALE: 1 1/2" = 1'-0" DETAIL A6-20-16 4 COLUMN COVER MOUNTING -BOTTOM OF SLOT SCALE: 1 1/2" = 1'-0"

ON THE INTERIOR SIDE

R1 - 6 R1 '8 R 19" STEEL COLLISON PROTECTOR COLUMN COVER STIFFENERS AS NEEDED SEALING STRIP COLUMN COVER SUPPORT FRAMING STRUCTURAL COLUMN EXTENTS OF COLUMNS BASE AND CAP STRUCTURAL COLUMN SST-3 SST-4 SST-4 SST-3 SST-4 SST-4 FEC ALIGNED TO TOP OF COLUMN COVER BOTTOM SECTION, LOCATION PER PLAN 11 A6-20-16 SNAP-ON PERFORATED METAL VOICE PAGING SPEAKERS, SEE TWVPS DRAWINGS 2 1/2" STEEL STUDS WELDED TO STR COLUMN 1" THICK ACOUSTING PADDING PLYWOOD HOUSING 12 A6-20-16 ANGLE BRACKET WELDED TO COLUMN SLOTTED MOUNTING BRACKET WELDED TO COLUMN COVER BACK MP-3 CCE-5000 - CONCOURSE 397' - 6 3/8" BACKER ROD AND SEALANT COLUMN COVER BASE 1/4" THICK STEEL COLLISON PROTECTOR FLOOR FINISH PER SCHEDULE ANCHOR BRACKET 0' 3". 0' 1" FIRE-PROOFING DUPLEX POWER OUTLET SEE ELECTRAL DWGS SST-4 SST-3 SST-4 COLUMN COVER BUTT JOINT COLUMN COVER SUPPORT FRAMING STRUCTURAL COLUMN FIRE PROOFING MOUNTING BRACKET SST-3 CCE-6000 - MEZZANINE 412' - 7" SST-3 MP-3 WB-1 SST-4 CCE-5000 - CONCOURSE 397' - 6 3/8" CCE-6000 - MEZZANINE 412' - 7" A6-20-16 2 Sim A6-20-16 3 Sim A6-20-16 4 Sim A6-20-16 5 Sim 4" 1 3/4" 7' 0" 12' 0" 1' 6" SEALING STRIP FIRE EXTINGUISHER CABINET PER SPEC 1/2" EQEQ STEEL STUD WELDED TO COLUMN MOUNTING BRACKET SEALING STRIP SPACER 11" 6" 12 1/2" 6 5/256" VICINITY MAP FOR RE ENLARGED PLAN A2-00-01 1 TYPICAL COLUMN COVER SCALE: 1 1/2" = 1'-0" ELEVATION A2-20-01 18 SINGLE HEIGHT COLUMN SCALE: 1/2" = 1'-0" ENLARGED PLAN A2-00-01 11 COLUMN COVER -SPEAKER BOX SCALE: 1 1/2" = 1'-0" DETAIL A6-20-16 2 INTERIOR DETAIL -COLUMN BASE SCALE: 1 1/2" = 1'-0" DETAIL A6-20-16 3 INTERIOR DETAIL -COLUMN HORIZONTAL REVEAL SCALE: 1 1/2" = 1'-0" ELEVATION A2-20-01 13 SINGLE HEIGHT COLUMN WITH SPEAKER SLOT SCALE: 1/2" = 1'-0" SECTION A6-20-16 12 COLUMN COVER MOUNTING SECTION SCALE: 1/2" = 1'-0" KE MATERIAL CODE AL-2 05 70 00 ALUMIN COLOR MP-3 05 70 00 METAL SST-3 05 70 00 - STAINLE SST-4 05 73 00 - STAINLE WB-1 10 26 00 - WALL B ENLARGED PLAN A2-00-01 6 COLUMN COVER -FEC SCALE: 1 1/2" = 1'-0" R1 - 6" R18 " R 19 STEEL COLLISON PROTECTOR COLUMN COVER STIFFENERS AS NEEDED SEALING STRIP COLUMN COVER SUPPORT FRAMING STRUCTURAL COLUMN EXTENTS OF COLUMNS BASE AND CAP STRUCTURAL COLUMN SST-3 SST-4 SST-4 SST-3 SST-4 SST-4 FEC ALIGNED TO TOP OF COLUMN COVER BOTTOM SECTION, LOCATION PER PLAN 11 A6-20-16 SNAP-ON PERFORATED METAL VOICE PAGING SPEAKERS, SEE TWVPS DRAWINGS 2 1/2" STEEL STUDS WELDED TO STR COLUMN 1" THICK ACOUSTING PADDING PLYWOOD HOUSING 12 A6-20-16 ANGLE BRACKET WELDED TO COLUMN SLOTTED MOUNTING BRACKET WELDED TO COLUMN COVER BACK MP-3 CCE-5000 - CONCOURSE 397' - 6 3/8" BACKER ROD AND SEALANT COLUMN COVER BASE 1/4" THICK STEEL COLLISON PROTECTOR FLOOR FINISH PER SCHEDULE ANCHOR BRACKET 0' 3". 0' 1" FIRE-PROOFING DUPLEX POWER OUTLET SEE ELECTRAL DWGS SST-4 SST-3 SST-4 COLUMN COVER BUTT JOINT COLUMN COVER SUPPORT FRAMING STRUCTURAL COLUMN FIRE PROOFING MOUNTING BRACKET SST-3 CCE-6000 - MEZZANINE 412' - 7" SST-3 MP-3 WB-1 SST-4 CCE-5000 - CONCOURSE 397' - 6 3/8" CCE-6000 - MEZZANINE 412' - 7" A6-20-16 2 Sim A6-20-16 3 Sim A6-20-16 4 Sim A6-20-16 5 Sim 4" 1 3/4" 7' 0" 12' 0" 1' 6" SEALING STRIP FIRE EXTINGUISHER CABINET PER SPEC 1/2" EQEQ STEEL STUD WELDED TO COLUMN MOUNTING BRACKET SEALING STRIP SPACER 11" 6" 12 1/2" 6 5/256" VICINITY MAP FOR RE ENLARGED PLAN A2-00-01 1 TYPICAL COLUMN COVER SCALE: 1 1/2" = 1'-0" ELEVATION A2-20-01 18 SINGLE HEIGHT COLUMN SCALE: 1/2" = 1'-0" ENLARGED PLAN A2-00-01 11 COLUMN COVER -SPEAKER BOX SCALE: 1 1/2" = 1'-0" DETAIL A6-20-16 2 INTERIOR DETAIL -COLUMN BASE SCALE: 1 1/2" = 1'-0" DETAIL A6-20-16 3 INTERIOR DETAIL -COLUMN HORIZONTAL REVEAL SCALE: 1 1/2" = 1'-0" ELEVATION A2-20-01 13 SINGLE HEIGHT COLUMN WITH SPEAKER SLOT SCALE: 1/2" = 1'-0" SECTION A6-20-16 12 COLUMN COVER MOUNTING SECTION SCALE: 1/2" = 1'-0" KE MATERIAL CODE AL-2 05 70 00 ALUMIN COLOR MP-3 05 70 00 METAL SST-3 05 70 00 - STAINLE SST-4 05 73 00 - STAINLE WB-1 10 26 00 - WALL B ENLARGED PLAN A2-00-01 6 COLUMN COVER -FEC SCALE: 1 1/2" = 1'-0" CCE-5000 - CONCOURSE 397' - 6 3/8" CCE-6000 - MEZZANINE 412' - 7" A6-50-04 21 Sim FEC ALIGNED TO TOP OF COLUMN COVER BOTTOM SECTION, LOCATION PER PLAN 11 20-16 CCE-5000 - CONCOURSE 397' - 6 3/8" CCE-6000 - MEZZANINE 412' - 7" 1' 0" 4'4" 6" 11' 0" 2' 5" 6' 6" 6'2" 6" 1/4" HORIZONTAL REVEAL 1/2" VERTICAL REVEAL COLUMN SPEAKER ENCLODURE, SEE TWVPS DRAWINGS 11 A6-20-16 1 A6-20-16 26' 5/8" SST-3 MP-3 WB-1 SST-4 6" 6' 8" 3'4" SST-3 SST-4 SST-4 FEC ALIGNED TO TOP OF COLUMN COVER BOTTOM SECTION, LOCATION PER PLAN BETWEEN 15" 48" OPERATION HARDWARE 11 A6-20-16 CCE-6000 - MEZZANINE 412' - 7" 6" 1'3" 3'7" 1' 10" 3'4" 1' 0" SST-3 MP-3 WB-1 SST-4 CCE-5000 - CONCOUR 397' - 6 CCE-6000 - MEZZANI 412' A6-20-16 2 Sim A6-20-16 3 Sim A6-20-16 4 Sim A6-20-16 5 Sim 4" 1 3/4" 7' 0" 12' 0" 1' 6" N A2-20-01 15 UMN NO SPEAKER SLOT ELEVATION A2-20-01 14 DOUBLE HEIGHT COLUMN WITH SPEAKER SLOT SCALE: 1/2" = 1'-0" ELEVATION A2-20-01 18 SINGLE HEIGHT COLUMN SCALE: 1/2" = 1'-0" ELEVATION A2-20-01 13 SINGLE HEIGHT COLUMN WITH SPEAKER SLOT SCALE: 1/2" = 1'-0" SECTION COLUMN COVER MOUNTING SECTION SCALE: 1/2" = 1'-0" R1 - 6 R1 '8 R 19 STE COL SEA COL FRA STR EXT STR SST SST SST CCE-5000 - CONCOURSE 397' - 6 3/8" BACKER ROD AND SEALANT COLUMN COVER BASE 1/4" THICK STEEL COLLISON PROTECTOR FLOOR FINISH PER SCHEDULE ANCHOR BRACKET 0' 3". 0' - 1" FIRE-PROOFING DUPLEX POWER OUTLET SEE ELECTRAL DWGS SST-4 SST-3 SST-4 COLUMN COVER BUTT JOINT COLUMN COVER SUPPORT FRAMING STRUCTURAL COLUMN FIRE PROOFING MOUNTING BRACKET SST-3 STROBE AT 80" AFF TO TOP OF STROBE. FIRE ALARM SET PERFORATED METAL SCREEN UMN SPEAKER PER TWVPS -ON PERFORATED METAL SCREEN, 40% WITH BLACK LINER ON THE INTERIOR SIDE PROJECT NAME: SHEET TITLE: POS DESIGN ENGINEER: POS PROJECT ENGINEER: POS PROJECT MANAGER: POS SCALE: POS DRAFTER: POS DATE: POS CHECKED/APPROVED BY: DESIGNER: DRAWN BY: SCALE: DATE: CHECKED BY: PROJECT ENGR./ARCH: CHECKED/APPROVED BY: REVISIONS Holt Services 10621 Todd Rd. E. Edgewood, WA 98372 Mayer Reed 319 SW Washington St. Suite 820 Portland, OR 97204 TLC Engineering Solutions 1255 Corporate Drive, Suite 100 Irving, Texas 75038 rojects King Street, Suite 400E andria, Virginia 22314 Unlimited esler Way #320 tle, WA 98104 ming Fourth Avenue, Suite 1010 tle, WA 98101 SEA Dark Light 1511 Third Avenue, Suite 700 Seattle, Washington 98101, US Jensen Hughes 23109 55th Ave W Mountlake Terrace, WA 98043 Greenbusch 1900 W Nickerson Street, Suite 201 Seattle, WA98119 As indicated 2023-03-03 As indicated INTERIOR DET C CONCOURS MILLER HULL/WOODS BAGOT Designer Author 04/27/22 Checker Approver ENLARGED PLAN TYPICAL COLUMN COVER SCALE: 1 1/2" = 1'-0" DETAIL A6-20-16 2 INTERIOR DETAIL -COLUMN BASE SCALE: 1 1/2" = 1'-0" DETAIL A6-20-16 3 INTERIOR DETAIL -COLUMN HORIZONTAL REVEAL SCALE: 1 1/2" = 1'-0" A6-20-16 4 TOM OF SLOT NO.DATEBYDESCRIPTION APP'D 152022-06-03MH60% DESIGN PROGRESS PRINT NO.DATEBYDESCRIPTION APP'D 302022-12-16MH90% PROGRESS PRINT 332023-03-0390% DESIGN E 8" E 7" CCE-5000 - CONCOURSE 397' - 6 3/8" CCE-6000 - MEZZANINE 412' - 7" 1'0" 4'4" 6" 11'0" 2' 5" 6'6" 6'2" 6" 1/4" HORIZONTAL REVEAL 1/2" VERTICAL REVEAL COLUMN SPEAKER ENCLODURE, SEE TWVPS DRAWINGS 11 A6-20-16 1 A6-20-16 26' 6 5/8" SST-3 MP-3 WB-1 SST-4 6" 6'8" 3'4" SST-3 SST-4 SST-4 FEC ALIGNED TO TOP OF COLUMN COVER BOTTOM SECTION, LOCATION PER PLAN BETWEEN 15" 48" OPERATION HARDWARE 11 A6-20-16 CCE-6000 - MEZZANINE 412' - 7" 6" 1'3" 3'7" 1'10" 3'4" 1'0" SST-3 MP-3 WB-1 SST-4 7'0" 12'0" 15 ELEVATION 14 ELEVATION A2-20-01 18 SINGLE HEIGHT COLUMN SCALE: 1/2" = 1'-0" ELEVATION 13 CCE-5000 - CONCOURSE 397' - 6 3/8" BACKER ROD AND SEALANT COLUMN COVER BASE 1/4" THICK STEEL COLLISON PROTECTOR FLOOR FINISH PER SCHEDULE ANCHOR BRACKET 0' - 3". 0' - 1" FIRE-PROOFING DUPLEX POWER OUTLET SEE ELECTRAL DWGS SST-4 SST-3 SST-4 COLUMN COVER BUTT JOINT COLUMN COVER SUPPORT FRAMING STRUCTURAL COLUMN FIRE PROOFING MOUNTING BRACKET SST-3 STROBE. N EEN, 40% NTERIOR SIDE DESIGNER: DRAWN BY: SCALE: DATE: CHECKED BY: PROJECT ENGR./ARCH: CHECKED/APPROVED BY: REVISIONS Holt Services 10621 Todd Rd. E. Edgewood, WA 98372 Mayer Reed 319 SW Washington St. Suite 820 Portland, OR 97204 TLC Engineering Solutions 1255 Corporate Drive, Suite 100 Irving, Texas 75038 rk Light 11 Third Avenue, Suite 700 attle, Washington 98101, US nsen Hughes 109 55th Ave W untlake Terrace, WA 98043 eenbusch 00 W Nickerson Street, Suite 201 attle, WA98119 As indicated MILLER HULL/WOODS BAGOT Designer Author 04/27/22 Checker Approver DETAIL A6-20-16 2 INTERIOR DETAIL -COLUMN BASE SCALE: 1 1/2" = 1'-0" DETAIL A6-20-16 3 INTERIOR DETAIL -COLUMN HORIZONTAL REVEAL SCALE: 1 1/2" = 1'-0" A6-20-16 4 NO.DATEBYDESCRIPTION APP'D 152022-06-03MH60% DESIGN PROGRESS PRINT NO.DATEBYDESCRIPTION APP'D 302022-12-16MH90% PROGRESS PRINT 332023-03-0390% DESIGN CCE-5000 - CONCOURSE 397' - 6 3/8" BACKER ROD AND SEALANT COLUMN COVER BASE 1/4" THICK STEEL COLLISON PROTECTOR FLOOR FINISH PER SCHEDULE ANCHOR BRACKET 0' - 3". 0' - 1" FIRE-PROOFING DUPLEX POWER OUTLET SEE ELECTRAL DWGS SST-4 SST-3 SST-4 COLUMN COVER BUTT JOINT COLUMN COVER SUPPORT FRAMING STRUCTURAL COLUMN FIRE PROOFING MOUNTING BRACKET SST-3 DESIGNER: DRAWN BY: SCALE: DATE: CHECKED BY: PROJECT ENGR./ARCH: CHECKED/APPROVED BY: REVISIONS Holt Services 10621 Todd Rd. E. Edgewood, WA 98372 Mayer Reed 319 SW Washington St. Suite 820 Portland, OR 97204 TLC Engineering Solutions 1255 Corporate Drive, Suite 100 Irving, Texas 75038 US te 201 As indicated MILLER HULL/WOODS BAGOT Designer Author 04/27/22 Checker Approver

A6-20-16 2 INTERIOR DETAIL -COLUMN BASE SCALE: 1 1/2" = 1'-0" DETAIL A6-20-16 3 INTERIOR DETAIL -COLUMN HORIZONTAL REVEAL SCALE: 1 1/2" = 1'-0" NO.DATEBYDESCRIPTION APP'D 152022-06-03MH60% DESIGN PROGRESS PRINT NO.DATEBYDESCRIPTION APP'D 302022-12-16MH90% PROGRESS PRINT 332023-03-0390% DESIGN R1 - 6" R1 '8 " R 19" STEEL COLLISON PROTECTOR COLUMN COVER STIFFENERS AS NEEDED SEALING STRIP COLUMN COVER SUPPORT FRAMING STRUCTURAL COLUMN EXTENTS OF COLUMNS BASE AND CAP STRUCTURAL COLUMN SST-3 SST-4 SST-4 SNAP-ON PERFORATED METAL VOICE PAGING SPEAKERS, SEE TWVPS DRAWINGS 2 1/2" STEEL STUDS WELDED TO STR COLUMN 1" THICK ACOUSTING PADDING PLYWOOD HOUSING 12 A6-20-16 ANGLE BRACKET WELDED TO COLUMN SLOTTED MOUNTING BRACKET WELDED TO COLUMN COVER BACK MP-3 CCE-5000 - CONCOURSE 397' - 6 3/8" BACKER ROD AND SEALANT COLUMN COVER BASE 1/4" THICK STEEL COLLISON PROTECTOR FLOOR FINISH PER SCHEDULE ANCHOR BRACKET 0' - 3". 0' - 1" FIRE-PROOFING DUPLEX POWER OUTLET SEE ELECTRAL DWGS SST-4 SST-3 SST-4 CCE-5000 - CONCOURSE 397' - 6 3/8" CCE-6000 - MEZZANINE 412' - 7" A6-20-16 2 Sim A6-20-16 3 Sim A6-20-16 4 Sim A6-20-16 5 Sim 4" 1 3/4" 7' 0" 12'0" 1'6" VIC ENLARGED PLAN A2-00-01 1 TYPICAL COLUMN COVER SCALE: 1 1/2" = 1'-0" ENLARGED PLAN A2-00-01 11 COLUMN COVER -SPEAKER BOX SCALE: 1 1/2" = 1'-0" DETAIL A6-20-16 2 INTERIOR DETAIL -COLUMN BASE SCALE: 1 1/2" = 1'-0" SECTION A6-20-16 12 COLUMN COVER MOUNTING SECTION SCALE: 1/2" = 1'-0" ENLARGED PLAN A2-00-01 6 COLUMN COVER -FEC SCALE: 1 1/2" = 1'-0" R1 - 6" R1 '8 " R 19" STEEL COLLISON PROTECTOR COLUMN COVER STIFFENERS AS NEEDED SEALING STRIP COLUMN COVER SUPPORT FRAMING STRUCTURAL COLUMN EXTENTS OF COLUMNS BASE AND CAP STRUCTURAL COLUMN SST-3 SST-4 SST-4 SNAP-ON PERFORATED METAL VOICE PAGING SPEAKERS, SEE TWVPS DRAWINGS 2 1/2" STEEL STUDS WELDED TO STR COLUMN 1" THICK ACOUSTING PADDING PLYWOOD HOUSING 12 A6-20-16 ANGLE BRACKET WELDED TO COLUMN SLOTTED MOUNTING BRACKET WELDED TO COLUMN COVER BACK MP-3 CCE-5000 - CONCOURSE 397' - 6 3/8" BACKER ROD AND SEALANT COLUMN COVER BASE 1/4" THICK STEEL COLLISON PROTECTOR FLOOR FINISH PER SCHEDULE ANCHOR BRACKET 0' - 3". 0' - 1" FIRE-PROOFING DUPLEX POWER OUTLET SEE ELECTRAL DWGS SST-4 SST-3 SST-4 CCE-5000 - CONCOURSE 397' - 6 3/8" CCE-6000 - MEZZANINE 412' - 7" A6-20-16 2 Sim A6-20-16 3 Sim A6-20-16 4 Sim A6-20-16 5 Sim 4" 1 3/4" 7' 0" 12' 0" 1'6" SEALING STRIP 12 1/2" VIC ENLARGED PLAN A2-00-01 11 COLUMN COVER -SPEAKER BOX SCALE: 1 1/2" = 1'-0" SECTION A6-20-16 12 COLUMN COVER MOUNTING SECTION SCALE: 1/2" = 1'-0" ENLARGED PLAN A2-00-01 6 COLUMN COVER -FEC SCALE: 1 1/2" = 1'-0" CCE-5000 - CONCOURSE 397' - 6 3/8" BACKER ROD AND SEALANT COLUMN COVER BASE 1/4" THICK STEEL COLLISON PROTECTOR FLOOR FINISH PER SCHEDULE ANCHOR BRACKET 0' - 3". 0' - 1" FIRE-PROOFING DUPLEX POWER OUTLET SEE ELECTRAL DWGS SST-4 SST-3 SST-4 COLUMN COVER BUTT JOINT COLUMN COVER SUPPORT FRAMING STRUCTURAL COLUMN FIRE PROOFING MOUNTING BRACKET SST-3 4" FIRE STROBE AT 80" AFF TO TOP OF STROBE. SEE FIRE ALARM SET FIXED PERFORATED METAL SCREEN COLUMN SPEAKER PER TWVPS SNAP-ON PERFORATED METAL SCREEN, 40% OPEN WITH BLACK LINER ON THE INTERIOR SIDE MP-3 MP-3 DESIGNER: DRAWN BY: SCALE: DATE: CHECKED BY: PROJECT ENGR./ARCH: CHECKED/APPROVED BY: REVISIONS Magnusson Klemencic Associates 1301 Fifth Ave, Suite 3200 Seattle WA 98101 AutoScan 4040 23rd Ave W Seattle, WA 98199 Hayley Aldrich 3131 Elliott Avenue, Suite 600 Seattle WA 98121 Holt Services 10621 Todd Rd. E. Edgewood, WA 98372 Mayer Reed 319 SW Washington St. Suite 820 Portland, OR 97204 TLC Engineering Solutions 1255 Corporate Drive, Suite 100 Irving, Texas 75038 AirProjects 908 King Street, Suite 400E Alexandria, Virginia 22314 Code Unlimited 80 Yesler Way #320 Seattle, WA 98104 Cumming 1325 Fourth Avenue, Suite 1010 Seattle, WA 98101 PAE 1501 East Madison Street, Suite 300 Seattle, WA 98122 Burman Design 31620 23rd Ave S, Suite 101 Federal Way, WA 98003 td Suite 400 ad, Suite 300 Dark Light 1511 Third Avenue, Suite 700 Seattle, Washington 98101, US Jensen Hughes 23109 55th Ave W Mountlake Terrace, WA 98043 Greenbusch 1900 W Nickerson Street, Suite 201 Seattle, WA98119 As indicated MILLER HULL/WOODS BAGOT Designer Author 04/27/22 Checker Approver DETAIL A6-20-16 2 INTERIOR DETAIL -COLUMN BASE SCALE: 1 1/2" = 1'-0" DETAIL A6-20-16 3 INTERIOR DETAIL -COLUMN HORIZONTAL REVEAL SCALE: 1 1/2" = 1'-0" DETAIL A6-20-16 4 COLUMN COVER MOUNTING -BOTTOM OF SLOT SCALE: 1 1/2" = 1'-0" NO.DATEBYDESCRIPTION APP'D 152022-06-03MH60% DESIGN PROGRESS PRINT NO.DATEBYDESCRIPTION APP'D 302022-12-16MH90% PROGRESS PRINT 332023-03-0390% DESIGN

DETAIL

Small Busine

Kiosk

Grand Stairs Update

Grand Stair Table Art Integration

There are currently tables planned on the grand stair, each table can potentially be comissioned to a different artist. One key limitation here is that the art will need to be more or less flush with the the table's vertical surface so as to not interfere with moving around them or become a tripping hazard. We think some kind of laser-cut art into th table surface that is back-lit or maybe some kind of bronze embeded art into the black metal could be interesting.

to or the depth 5 re hree he

Bench in front of wheelchair parking for protection 2 x Wheel Chair Seats 2'-9"x4-0" 3 x Wheel Chair Seats 2'-9"x4-0" Power outlets on column Companion Seating Companion Seating 15" high power points for wheelchair use

DESIGN UPDATE 09/27/2022 SEA C CONCOURSE EXPANSION

1:20 Max Slope 1'-6" 1'-4"

Diffused Light Box Behind 178 DESIGN UPDATE 09/27/2022 SEA C CONCOURSE EXPANSION Miller Hull + Woods Bagot

Side Table Replaceable Surface for Art Work 1'-6"(H) x 1-4"(W)

CCE-10

ess Kiosks

INTUIT DOME

LOS ANGELES, CALIFORNIA

Intuit Dome, the Los Angeles Clippers’ new home in Inglewood, California, promises to revolutionize basketball stadium standards. The iconic new arena and event venue is designed for optimal and intimate engagement of community and fans and will raise the bar for every major sports franchise in the world with regard to sustainability through design and fan experience.

The dome’s skin encompasses diagonally intersecting panels woven together, forming diamond shapes. A standout feature of the visually dynamic and structurally efficient design is a steel frame with diagrid geometry, inspired by the elegant form of a basketball net as a ball passes through it. Intuit Dome will embrace both enhanced environmental performance and fan experience, taking advantage of the Southern California climate through an indoor-outdoor approach that allows for a naturally ventilated entrance and upper concourse. A solar-optimized building shell will balance natural light and solar heat gain.

Role: Design development, parametric modeling, consultant coordination, code analysis, construction drawings controller, BIM management, clash detection.

DESIGN AND ANALYSIS

The arena has been designed to harness the power of outdoor air, ensuring that 100% of the air within the bowl is sourced from the exterior. This innovative approach serves to reduce energy consumption while simultaneously enhancing thermal comfort for occupants.

Cutting-edge parametric design scripts were implemented to streamline the penalization of the surface and optimize the layout and performance of the roof-mounted PV arrays. Through these efforts, a structure that is not only visually stunning but also highly functional and efficient was achieved.

This triangulated exo-skeleton encompasses the Arena bowl, surrounding public areas, practice courts, Administrative offices and restaurants.

EXO-SKELETON DESIGN

ROOF MEMBARANE

INSULATED METAL WALL

ALUMINUM FRAMED STOREFRONT SEALED CONCRETE

ALUMINUM FRAMED STOREFRONT

FT1 - PTFE PANEL

PVC ROOF MEMBRANE

NTS E1 Mock Up 02

EPOXY TERRAZZO FLOORING GLAZED CURTAINWALL

GLAZED STOREFRONT GATES

ROOF MEMBRANE

EIFS WALL SYSTEM

EPOXY TERRAZZO FLOORING

METAL PANEL FASCIA

SEALED CONCRETE ROOFING

INSULATED METAL PANEL WALL PROJECT

INGLEWOOD BASKETBALL & ENTERTAINMENT CENTER

SLIDING STOREFRONT SYSTEM

OWNER

WILSON MEANY

DEVELOPER'S

MANAGING AGENT

FT2 - PTFE PANEL

FT1 - PTFE PANEL

MP1 - (V) INSULATED METAL WALL PANEL Thermal Envelope REFERENCE: DRAWING SHEET / SPECIFICATIONS Office Terraces, Balconies, Bridges Lobby, Upper Concourse, Terraces General, Thermal enclosure Color to match Color RAL 7047 Telegrey 4 (TBC) Elevator and Underside of Escalator, Terrace Fascia Upstand Wall to Roof structure Horizontal Underside of VIP Balconies and Terrace To match MP1 MP4 - (H) INSULATED METAL WALL PANEL TPO2 - TPO MEMBRANE ROOFING SC1 - SEALED CONCRETE TPO1 - PVC MEMBRANE ROOFING SC1 - SEALED CONCRETE TPO2 - TPO MEMBRANE ROOFING CW3 - GLAZED CURTAINWALL SYSTEM CW5 - GLAZED CURTAINWALL SYSTEM CW2 - GLAZED CURTAINWALL SYSTEM CW7 - GLAZED CURTAINWALL SYSTEM CW4 - GLAZED CURTAINWALL SYSTEM TPO1 - PVC MEMBRANE ROOFING PTFE PANEL PTFE PANEL WW2 - ALUMINUM FRAMED STOREFRONT PTFE P PT TZ1 - EPOXY TERRAZO TZ1 - EPOXY TERRAZO TZ1 - EPOXY TERRAZO FINISH / MATERIAL LEGEND WW1 - ALUMINUM FRAMED STOREFRONT E -R19.rvt To match MP1 WW3 - ALUMINUM FRAMED STOREFRONT WP1 - PAINTED EIFS/DEFS WW4 - SLIDING STOREFRONT RE: Specifications Sec RE: Specifications Se Metal Soffit Panels CW6 - GLAZED ENTRY GATES MP2 - METAL PANEL FASCIA MP1 - (V) INSULATED METAL WALL PANEL NTS E7 Diagram-Thermal Envelope-NW REFERENCE: DRAWING SHEET / SPECIFICATIONS Office Terraces, Balconies, Bridges Lobby, Upper Concourse, Terraces General, Thermal enclosure Color to match Color RAL 7047 Telegrey 4 (TBC) Elevator and Underside of Escalator, Terrace Fascia Upstand Wall to Roof structure Underside of VIP Balconies and Terrace MP4 - (H) INSULATED METAL WALL PANEL TPO2 - TPO MEMBRANE ROOFING SC1 - SEALED CONCRETE TPO1 - PVC MEMBRANE ROOFING SC1 - SEALED CONCRETE TPO2 - TPO MEMBRANE ROOFING CW3 - GLAZED CURTAINWALL SYSTEM CW5 - GLAZED CURTAINWALL SYSTEM CW2 - GLAZED CURTAINWALL SYSTEM CW7 - GLAZED CURTAINWALL SYSTEM CW4 - GLAZED CURTAINWALL SYSTEM TPO1 - PVC MEMBRANE ROOFING PHOTOVOLTAIC ARRAY FT2 - PTFE PANEL FT4 - ETFE PANEL FT1 - PTFE PANEL FT2 - PTFE PANEL FT1 - PTFE PANEL FT1 - PTFE PANEL WW2 - ALUMINUM FRAMED STOREFRONT FT4 - ETFE PANEL FT1 - PTFE P FT1 - PT TZ1 - EPOXY TERRAZO TZ1 - EPOXY TERRAZO TZ1 - EPOXY TERRAZO FINISH / MATERIAL LEGEND WW1 - ALUMINUM FRAMED STOREFRONT E D C HELL & OFFICE-R19.rvt Upper Concourse East & West Terrace Color to match PT1 - Color RAL 7047 Telegrey 4 (TBC) WW3 - ALUMINUM FRAMED STOREFRONT WP1 - PAINTED EIFS/DEFS WW4 - SLIDING STOREFRONT Exterior North Entrances To match MP1 RE: Specification Sec Metal Column Covers RE: Specifications Sec RE: Specifications Se RE: Specifications Se Acrylic Plaster Finish CW6 - GLAZED ENTRY GATES MP2 - METAL PANEL FASCIA 30 - 0" 30 - 0" 30'0" FT 1 PTFE MINIMUM NUMBER OF HORIZONTAL PANEL SEAMS FT 2 PTFE MINIMUM NUMBER OF HORIZONTAL PANEL SEAMS EMPTY GRID SHELL CELL GRID SHELL WITH PANELS PROPPED IN FRONT OF BACK WALL GUTTER 30 - 0" 30 - 0" 30'0" GLASS WITH BLAST MESH MP1 - INSULATED METAL WALL PANEL CW1 - GLAZED CURTAINWALL SYSTEM CW7 - GLAZED CURTAINWALL SYSTEM SC1

- SEALED CONCRETE CW2

GLAZED CURTAINWALL SYSTEM TPO1 - PVC MEMBRANE ROOFING

FT2 - PTFE PANEL FT2 - PTFE PANEL

TZ1 - EPOXY TERRAZO

Scale: -SE

TPO1 - PVC MEMBRANE ROOFING NTS Mock Up 01

PHOTOVOLTAIC ARRAY PTFE PANEL NTS E1 Mock Up 02 30 - 0" 30 - 0 TZ1 - EPOXY TERRAZO 30'0" WP1 - PAINTED EIFS/DEFS WALL GLASS WITH BLAST MESH

GLASS WITH BIRD FRIT

CLEAR GLASS

MURPHY'S BOWL, LLC

CURTAINWALL SYSTEM

EPOXY TERRAZZO FT4 - ETFE PANEL PHOTOVOLTAIC PANELS PVC ROOF MEMBRANE FT2 - PTFE PANEL GLAZED CURTAINWALL SYSTEM GLAZED SECURITY GATES BACKPAINTED SHADOWBOX

EXO-SKELETON PANEL DETAILS

FT1 - PTFE PANEL

FT2 - PTFE PANEL

FT4 - ETFE PANEL

PVC ROOF MEMBRANE

PTFE/ETFE LAYER

PTFE LAYER

TYPICAL PTFE/ETFE LAYER

EDGE CLAMP

PTFE FOLD LINE

FT4 - ETFE PANEL

TYPICAL SUB-FRAMING

MOUNTING BRACKET

ALUMINUM EXTRUSION

- PTFE PANEL

FT2 - PTFE PANEL

FT4 - ETFE PANEL

BRACKET WELDED TO LOWER VFRAME

PTFE/ETFE LAYER

SUB-FRAME

3-PART BRACKET FOR ADJUSTMENT

WELDED STEEL SUPPORT

PRIMARY STEEL DIAGRID

TYPICAL RAISED CONNECTION

ALUMINUM EXTRUSION FOLDED METAL GUTTER

PTFE/ETFE LAYER

STEEL SUBFRAME

DIAGRID STEEL MEMBER

PTFE/ETFE LAYER

SUB-FRAME

3-PART BRACKET FOR ADJUSTMENT

WELDED STEEL SUPPORT

PRIMARY STEEL DIAGRID

TYPICAL COPLANAR CONNECTION

G-R0 FT1 - PTFE PANEL PHOTOVOLTAIC ARRAYG-R17 G-R1 G-R2 G-R3 G-R4 G-R5 G-R6 G-R7 G-R8 G-R9 G-R10 G-R11 G-R12 G-R13 G-R14 G-R15 G-R16 G-R34 G-R18 G-R19 G-R20 G-R21 G-R22 G-R23 G-R24 G-R25 G-R26 G-R27 G-R28 G-R29 G-R30 G-R31 G-R32 G-R33 G-R51 G-R35 G-R36 G-R37 G-R38 G-R39 G-R40 G-R41 G-R42 G-R43 G-R44 G-R45 G-R46 G-R47 G-R48 G-R49 G-R50 G-R52 G-R53 G-R54 G-R55 G-R56 G-R57 G-R58 G-R59 G-R60 G-R61 G-R62 G-R63 G-R64 G-R65 G-R66 G-R67 FT4 - ETFE PANEL 6 1 2 3 3 FT2 - PTFE PANEL FT4 - ETFE PANEL PHOTOVOLTAIC PANEL TPO1 - TPO MEMBRANE ROOFING FT1 - PTFE PANELFT4 - ETFE PANEL LEGEND SHEET NOTES: 1. REFER TO 1-A391 FOR SOLAR PV ARRAY LAYOUT AND INFORMATION. N ISSUE KEY PL SHEET PROJE 6 5 TRUE NORTH SHEET © 2019 AEC MURPH OWNER LEGEN OWNER AECOM ARCHIT PLUMB HIGH P ENHAN GEOTE WALTE STRUC WILSON DEVELO HENDE MECHA D & D E CIVIL W ANDER ARCHIT HOOD URBAN LANDSC WRIGH & WILL ACOUS DATA TELE B.J. PA CIVIL D DOWNS ENVIRO FP&C C CODES HORTO SPECIA LEE HE CONSU FAÇAD LERCH VERTIC S2O CO FOOD WALKE PARKIN ATTORN CONFID CITY DE ARCHIT These Desig current statu issued for C and approva and total de construction circumstanc other Contra for preparat for bidding DESIG REGIST ENCLOS DIAGRA 60545923 1-A1 UNFOLDED SHELL PLAN 0 1632 64 I/RDA 07/24/2 G-R0 FT1 - PTFE PANEL PHOTOVOLTAIC ARRAYG-R17 G-R1 G-R2 G-R3 G-R4 G-R5 G-R6 G-R7 G-R8 G-R9 G-R10 G-R11 G-R12 G-R13 G-R14 G-R15 G-R16 G-R34 G-R18 G-R19 G-R20 G-R21 G-R22 G-R23 G-R24 G-R25 G-R26 G-R27 G-R28 G-R29 G-R30 G-R31 G-R32 G-R33 G-R51 G-R35 G-R36 G-R37 G-R38 G-R39 G-R40 G-R41 G-R42 G-R43 G-R44 G-R45 G-R46 G-R47 G-R48 G-R49 G-R50 G-R52 G-R53 G-R54 G-R55 G-R56 G-R57 G-R58 G-R59 G-R60 G-R61 G-R62 G-R63 G-R64 G-R65 G-R66 G-R67 FT4 - ETFE PANEL 6 1 2 3 3 FT2 - PTFE PANEL FT4 - ETFE PANEL PHOTOVOLTAIC PANEL TPO1 - TPO MEMBRANE ROOFING FT1 - PTFE PANELFT4 - ETFE PANEL LEGEND N ISSUE / REVISION KEY PLAN SHEET TITLE PROJECT NUMBER 5 4 3 2 TRUE NORTH SHEET NUMBER © 2019 AECOM TECHNICAL SERVICES, INC. LEGENDS OWNER'S REPRESENTATIVE AECOM ARCHITECTURE / ELECTRICAL PLUMBING / FAÇADE DESIGN / HIGH PERFORMANCE BUILDING ENHANCED COMMISSIONING GEOTECH TRANSPORTATION WALTER P. MOORE STRUCTURAL WILSON MEANY DEVELOPER'S MANAGING AGEN HENDERSON ENGINEERS MECHANICAL FIRE PROTECTIO D & D ENGINEERING, INC. CIVIL WET UTILITIES ANDERSON BARKER ARCHITEC ARCHITECTURE HOOD DESIGN STUDIO URBAN PLANNING / LANDSCAPE DESIGN WRIGHTSON, JOHNSON, HADD & WILLIAMS, INC. ACOUSTICS / AV BROADCAST DATA DAS SECURITY SOUN TELE WIFI B.J. PALMER & ASSOCIATES, IN CIVIL DRY UTILITIES DOWNSTREAM ENVIRONMENTAL GRAPHICS FP&C CONSULTANTS, INC. CODES / LIFE SAFETY HORTON LEES BROGDEN SPECIALTY LIGHTING LEE HERZOG FAÇADE ACCESS CONSULTING FAÇADE ACCESS LERCH BATES VERTICAL TRANSPORTATION S2O CONSULTANTS FOOD SERVICE WALKER CONSULTANTS PARKING DESIGN A B ATTORNEY -CLIENT PRIVILEGE CONFIDENTIAL COMMUNICATIO CITY DESIGN STUDIO ARCHITECTURE C F E D G These Design Development drawings represent the current status of the design process and have been issued for Consultants coordination, Owner review and approval, and for updating estimates of probabl construction cost. They do not illustrate the compl and total design or scope of work required for construction of the project and is not, under any circumstances, intended to be used by the CM or other Contractor, or any other person for constructio for preparation of shop drawings or other submittals for bidding or awarding subcontracts. DESIGN DEVELOPMENT REGISTRATION ENCLOSURE SHELL GEOMETRY DIAGRAMS 60545923 1-A1301 UNFOLDED SHELL PLAN 0 1632 64 I/RDATE DESCRIPTION 07/24/20100% DD ARCH E 36" x 48" 7 6 5 4 3 E D C 25' 20' PTFE TO FOLD OVER PTFE EDGE CLAMP PROPOSED BRACKET LOCATIONS 1 PTFE FABRIC LAYER NTS 2 DIAGRID + SUBFRAME CONNECTION LAYER NTS 4 PTFE FABRIC LAYER NTS 5 DIAGRID + SUBFRAME CONNECTION LAYER NTS 22' 7" PTFE TO FOLD OVER PTFE EDGE CLAMP PROPOSED BRACKET LOCATIONS RECEDED POST 5 1-A382 FT1 - OPEN PTFE MESH FT2+FT4 - LAMINATED PTFE MESH AND ETFE PTFE/ETFE STEEL FRAME MEMBERS DIAGRID STEEL MEMBERS PTFE/ETFE STEEL FRAME MEMBERS DIAGRID STEEL MEMBERS ALL DIMENSION ARE NOMINAL ALL DIMENSION ARE NOMINAL REFER TO 13 3100 FABRIC STRUCTURES REFER TO 13 3100 FABRIC STRUCTURES Ø2' EPDM GUTTER 13 3100 FABRIC STRUCTURES BRACKET CRAPPLES CHS FLAT BASE TO ALLOW FOR TOLERANCE 1 FT2 TYPICAL DETAIL (PTFE - PTFE) Scale 3" 1' 0" 3100 FABRIC STRUCTURES Ø2' EPDM GUTTER FABRIC STRUCTURES BRACKET CRAPPLES CHS FLAT BASE TO ALLOW FOR TOLERANC 2 FT2, FT4 TYPICAL DETAIL (PTFE ETFE) Scale 3" 1' 0" 13 3100 FABRIC STRUCTURES ETFE CABLES ALUMINUM EXTRUSSION ALL DIMENSION ARE NOMINAL ALL DIMENSION ARE NOMINAL ARCH E 36" 48" 7 6 Ø2' Ø2' SECONDARY STRUCTURE STEEL SUPPORT WELDED TO PRIMARY STRUCTURE PRIMARY DIAGRID STRUCTURE 1 FT2 TYPICAL DETAIL (PTFE - PTFE) SECONDARY STRUCTURE STEEL SUPPORT WELDED TO PRIMARY STRUCTURE PRIMARY DIAGRID STRUCTURE LAMINATED PTFE REFER TO 13 Ø2' SECONDARY STRUCTURE STEEL SUPPORT WELDED TO PRIMARY STRUCTURE PRIMARY DIAGRID STRUCTURE 2 FT2, FT4 TYPICAL DETAIL (PTFE ETFE) LAMINATED PTFE REFER TO 3 FT1 TYPICAL DETAIL (OPEN PTFE - OPEN PTFE) Ø2' SECONDARY STRUCTURE STEEL SUPPORT WELDED TO PRIMARY STRUCTURE PRIMARY DIAGRID STRUCTURE 4 FT4 TYPICAL DETAIL (ETFE - ETFE) Ø2' SECONDARY STRUCTURE STEEL SUPPORT WELDED TO PRIMARY STRUCTURE PRIMARY DIAGRID STRUCTURE 5 FT4 TYPICAL DETAIL (ETFE TO OPEN EDGE) Ø2' SECONDARY STRUCTURE STEEL SUPPORT WELDED TO PRIMARY STRUCTURE PRIMARY DIAGRID STRUCTURE 6 FT1 TYPICAL DETAIL (PTFE TO OPEN EDGE) ALL DIMENSION ARE NOMINAL ALL DIMENSION ARE NOMINAL ALL DIMENSION ARE NOMINAL ARE NOMINAL ARE NOMINAL ARE NOMINAL I/R DATE DESCRIPTION PROJECT ISSUE REVISION KEY PLAN SHEET TITLE PROJECT NUMBER 60545923 Filename: ARCH 36" 48" Project Management Initials: D C A INGLEWOOD BASKETBALL & ENTERTAINMENT CENTER N SHEET NUMBER © 2019 AECOM TECHNICAL SERVICES, INC. MURPHY'S BOWL, LLC OWNER LEGENDS OWNER'S REPRESENTATIVE AECOM ARCHITECTURE ELECTRICAL PLUMBING FAÇADE DESIGN HIGH PERFORMANCE BUILDING ENHANCED COMMISSIONING GEOTECH TRANSPORTATION WALTER P. MOORE STRUCTURAL WILSON MEANY DEVELOPER'S MANAGING AGENT HENDERSON ENGINEERS MECHANICAL FIRE PROTECTION D & D ENGINEERING, INC. CIVIL WET UTILITIES ANDERSON BARKER ARCHITECTS ARCHITECTURE HOOD DESIGN STUDIO URBAN PLANNING LANDSCAPE DESIGN WRIGHTSON, JOHNSON, HADDON & WILLIAMS, INC. ACOUSTICS AV BROADCAST DATA DAS SECURITY SOUND TELE WIFI B.J. PALMER & ASSOCIATES, INC. CIVIL DRY UTILITIES DOWNSTREAM ENVIRONMENTAL GRAPHICS FP&C CONSULTANTS, INC. CODES LIFE SAFETY HORTON LEES BROGDEN SPECIALTY LIGHTING LEE HERZOG FAÇADE ACCESS CONSULTING FAÇADE ACCESS LERCH BATES VERTICAL TRANSPORTATION S2O CONSULTANTS FOOD SERVICE WALKER CONSULTANTS PARKING DESIGN A B ATTORNEY CLIENT PRIVILEGED CONFIDENTIAL COMMUNICATION CITY DESIGN STUDIO ARCHITECTURE C F E D G These Design Development drawings represent the current status of the design process and have been issued for Consultants coordination, Owner review and approval, and for updating estimates of probable construction cost. They do not illustrate the complete and total design or scope of work required for construction of the project and is not, under any circumstances, intended to be used by the CM or for bidding or awarding subcontracts. DESIGN DEVELOPMENT REGISTRATION 1-A382 FT2 LAMINATED PTFE MESH DETAILS PHOTOVOLTAIC PANELS PHOTOVOLTAIC PANELS PVC ROOF MEMBRANE FT1

MAIN LOBBY CEILING DETAILS

EXTRUSIONS ASSEMBLED IN GROUPS PER RCP @ 8" OC AND CUT TO MATCH THE FOOTPRINT

CUT-OUTS FOR INCLINED TERRACE SUPPORT STRUTS

MOUNTING TRACK ASSEMBLY INTERMEDIATE STIFFENERS 4" X 4" EXTRUSIONS

1-A216C Scale: 1/4" = 1'-0" A7 SOFFIT INSTALLATION 0 2 4 8 SIZE OF SLAT ASSEMBLY

CUTTING SPAN OF ASSEMBLY PER VENDOR

G-R40

BEFORE

24" MAX 24" MAX

BART T.O.F OAKLAND, CALIFORNIA

BART Transit Operations Facility (TOF) involves the designing of a new Operations Facility and redesigning of the Lake Merritt Plaza area to support improved and expanded BART operations and create an enhanced multi-modal transportation hub and transit plaza that better serves the neighborhood. The site is abutting Oakland’s Chinatown district. The design approach was to modernize culturally familiar materials while adding a rich tactile feel and to match the vibrance of the surroundings

The final building consists of the central Operations Facility with a double height control room housing a massive screen to monitor real-time movements of BART trains, staff training rooms, administrative offices, and conference spaces. Retail units are planned facing the Plaza and the street abutting the site. The plaza is designed to provide a communal activity space and recreational landscapes.

Major challenge and focus of this design was bringing in natural light while obstructing direct sightlines into more sensitive spaces within the operations offices.

Role: Design development (performative skin design study; skin design and modularization using grasshopper; sun light and color study), masterplan development, presentation graphics and document production, consultant coordination, design detailing, job captain.

FACADE DESIGN EXPLORATION

MEZZANINE LEVEL 67' 7" ROOF LEVEL 84' 1" PARAPET 87' 7" B.8 METAL COPING STRUCTURAL FRAME (REFER STR. DRAWINGS) EXTERIOR STUD WALL TERRACOTTA RAINSCREEN PANEL STRUCTURAL FRAME (REFER STR. DRAWINGS) TERRACOTTA BAGUETTES SUPPORT BRACKET 6" EXTRIOR STUD WALL TERRACOTTA RAINSCREEN PANELS TERRACOTTA BAGUETTES VISION GLASS PANEL MEZZANINE LEVEL 67' - 7" ROOF LEVEL 84' - 1" PARAPET 87' - 7" B.8 METAL COPING STRUCTURAL FRAME (REFER STR. DRAWINGS) TRANSOM VISION GLASS PANEL TERRACOTTA BAGUETTES TERRACOTTA BAGUETTES SUPPORT BRACKET MEZZANINE LEVEL 67' 7" ROOF LEVEL 84' 1" PARAPET 87' 7" VISION GLASS PANEL TERRACOTTA RAINSCREEN PANELS TERRACOTTA BAGUETTES METAL COPING TERRACOTTA BAGUETTES SUPPORT BRACKET 0' 2' 4' 2' GRAPHIC SCALE APPROVED: CHECKED: DRAWN: CADD FILENAME SCALE CONTRACT NO. SIZE: REV. SAN FRANCISCO BAY AREA RAPID TRANSIT DISTR CT D AECOM AECOM-TSE JO NT VENTURE HALF SIZE COPY 1/2"=1'-0" BIM 360:/ /BAR T-TOF /BAR T-TOF _Arch _R18 .rvt 01 9 3:46 :46 PM WALL SECTIONS (2/5) TOF RAIN SCREEN L. COSTERIS A. PALGHARWALA W. GORYL TOF-A442-A TRANSIT OPERATIONS FACILITY AND LAKE MERRITT STATION PLAZA Scale: 1/2" = 1'-0" 3 SECTION A A Scale: 1/2" = 1'-0" 2 PLAN Scale: 1/2" = 1'-0" 4 SECTION B Scale: 1/2" = 1'-0" 1 ELEVATION B A B A

B.8 TOP OF RETAIL LEVEL 44' - 7" TERRACOTTA INCLINED TOP PANEL VISION GLASS TERRACOTTA RAINSCREEN PANEL BEYOND 3'-0" (REFER LANDSCAPE DRAWINGS FOR PLANTER DETAIL) BART OFFICE FFL 32' - 2" 9'-7" EXTERIOR STUD WALL B.8 TOP OF RETAIL LEVEL 44' 7" TERRACOTTA RAINSCREEN PANEL (REFER LANDSCAPE DRAWINGS FOR PLANTER DETAIL) EXTERIOR STUD WALL BART OFFICE FFL 32' 2" TOP OF RETAIL LEVEL 44' - 7" TERRACOTTA INCLINED TOP PANEL METAL COPING VISION GLASS PANEL METAL FRAME TERRACOTTA RAINSCREEN PANEL LANDSCAPE PLANTER BART OFFICE FFL 32' - 2" (REFER LANDSCAPE DRAWINGS FOR PLANTER DETAILS) TERRACOTTA RAINSCREEN PANEL SLOTTED CLEAR GLAZED WINDOW STOREFRONT REVEAL RETAIL STOREFRONT EXTERIOR STUD WALL 0' 2' 4' 2' GRAPHIC SCALE APPROVED: CHECKED: DRAWN: PAGE NO. CADD FILENAME SCALE CONTRACT NO. CONTRACT SHEET NO. SIZE: REV. SAN FRANCISCO BAY AREA RAPID TRANSIT DISTRICT SUBMITTED APPROVED D AECOM AECOM-TSE JO NT VENTURE HALF SIZE COPY 1/2"=1'-0" BIM 360:/ /BAR T-TOF /BAR T-TOF _Arch _R18 .rvt 1/7 /201 9 3:46 :39 PM WALL SECTIONS (1/5) PLAZA NORTH WALL A441X L. COSTERIS A. PALGHARWALA W. GORYL Approver TOF-A441-A TRANSIT OPERATIONS FACIL TY AND LAKE MERRITT STAT ON PLAZA A431 Scale: 1/2" = 1'-0" 2 SECTION A A431 Scale: 1/2" = 1'-0" 3 SECTION B I101 Scale: 1/2" = 1'-0" 1 ELEVATION A401 Scale: 1/2" = 1'-0" 4 PLAN A B A B TERRACOTTA PROFILE SUDY

TOP OF RETAIL LEVEL 44' 7" METAL COPING STOREFRONT REVEAL W/ CONCEALED ROLLING SHUTTER STOREFRONT CLEAR GLAZING LOUVERED VENTILATION DOOR LANDSCAPE PLANTER BART OFFICE FFL 32' 2" LANDSCAPE PLANTER STRUCTURAL COLUMN STOREFRONT REVEAL RETAIL STOREFRONT LOUVERED VENTILATION DOOR SIDEWALK LEVEL 28' - 7" STOREFRONT REVEAL W/ CONCEALED ROLLING SHUTTER EXTERIOR FACIA WALL STOREFRONT CLEAR GLAZING METAL COPING BART OFFICE FFL 32' 2" STOREFRONT REVEAL W/ CONCEALED ROLLING SHUTTER EXTERIOR WALL LOUVERED VENTILATION DOOR METAL COPING BART OFFICE FFL 32' 2" APPROVED: CHECKED: DRAWN: DESIGNED: PAGE NO. CADD FILENAME SCALE CONTRACT NO. CONTRACT SHEET NO. SIZE: REV. SAN FRANCISCO BAY AREA RAP D TRANSIT DISTRICT SUBMITTED APPROVED D AECOM AECOM-TSE JO NT VENTURE HALF SIZE COPY 1/2" = 1'-0" BIM 360:/ /BAR T-TOF /BAR T-TOF _Arch _R18 .rvt 1/7 /201 9 3:46 :51 PM WALL SECTIONS (4/5) RETAIL STOREFRONT A444X L. COSTERIS A. PALGHARWALA W. GORYL Approver TRANSIT OPERATIONS FACIL TY AND LAKE MERR TT STAT ON PLAZA Scale: 1/2" = 1'-0" 2 ELEVATION A401 Scale: 1/2" = 1'-0" 3 PLAN A B A B A201 Scale: 1/2" = 1'-0" 1 SECTION B Scale: 1/2" = 1'-0" 4 SECTION A

L&T BUSINESS PARK MUMBAI, INDIA

Design development and execution of commercial headquarters for Larsen & Toubro Ltd. With a total built-up area of 1.03 million sq ft, it will be hosting 4,500 group employees availing modern amenities such as 300-seater hi-tech multipurpose hall, 800-seater food court, well-equipped gymnasium, digital library, immersive training rooms and a special lounge.

The tower is a 15-storey building with two parking levels having around 800 car parking bays and exquisite entrance lobby.

It is built with one of the unique and advanced construction technologies by using composite steel structure with concrete-filled tubes resulting in faster construction, larger carpet area and low manpower dependency during the construction process.

The tower possesses several smart features such as integrated security management system with the command and control centre, IOT-based building management system, mobile app for employees and facility managers, smart workplaces, digital ceilings with occupancy-based heating, ventilation, air-conditioning and lighting control, smart cafeteria management, among others.

Role: Concept planning stage, Feasibility options, Preparation and Checking of Drawings, Co-ordination with Consultants, Convening upon Review Meetings and Progress Updates, Areparation of Approval Drawings, Revit Model for BIM, Area Calculations and BOQ preparation, Material Lists, Site Visits and Coordination.

PHASE1 PHASE2

NASA AEMES LABS

MOUNTAIN VIEW, CALIFORNIA

NASA Ames Biosciences Research Facility included 19,000 SF of wet laboratory and support space and approximately 21,000 SF of enclosed and open office space, conference rooms, and break rooms. The building is a cast-in-place concrete structure with a flat slabe and shear wall lateral system.

The new research facility is a biosciences laboratory where scientists from various disciplines collaborate to study prolonged space travel. The design of the building intended to anticipate and fulfill the evolving needs of research teams with flexible work spaces for laboratory, office and conference environments. The building fulfills that goal by providing four tiers of functional space, including open wet bench laboratories, specialty function open alcoves, a large equipment room, and multiple specialty support laboratories

Role: Concept planning stage, feasibility studies, design options, preparation and checking of drawings, co-ordination with consultants, convening upon review meetings and progress Updates, permit drawings, revit model for BIM, area calculations and BOQ preparation.