Portfolio part 1 - Laura Hardy by Laura Hardy

LAURA HARDY HARDY

LAURA LAURA LAURA LAURA LAURA LAURA LAURA LAURA LAURA LAURA HARDY HARDY HARDY HARDY HARDY HARDY HARDY HARDY HARDY HARDY

PORTFOLIO OF WORK

Treasure Island Intermodal Hub (Dilworth Eliot Studio)

Intermodal Structures - Modular Classrooms (Dilworth Eliot Studio)

Wedge Park - Cafe & Utilities Buildings (Dilworth Eliot Studio)

Competition - Shanghai JKS Art Center (Dilworth Eliot Studio w/ Studios Architecture)

San Francisco State University Club (Dilworth Eliot Studio)

Prologis - Pier 1 (Dilworth Eliot Studio)

Santana Row - Lots 1a, 1b, 1c (Dilworth Eliot Studio)

Community Living Center (Hilliard Architects)

Oak Hill Residence (Gigaplex Architects)

Design Build Bluff (University of Utah - student work)

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16 24 30 36 40 46 50 54 58

Principal in Charge: Amy Eliot

Role: Project Architect

Budget: Confidential

Size: 10,000 SF (FS)

900 SF (RR’s)

200 SF (BS)

Location: Treasure Island (CA)

Delivery Method: Competitive Bid

Firm of Record: Landscape (prime): AECOM

Architecture: DE+

Images: Laura Hardy & DE+

Status: Projected 2025

Treasure Island Intermodal Hub

- Ferry Shelter - Public Restrooms - Bus Shelters

Ferry Pier

This project, located on Treasure Island in San Francisco, creates an intermodal transit hub at the islands single point of entry by land. It included programming, design, entitlements, and documentation for a new 7,000 sf ferry shelter and terminal area. The shelter will serve the 18,640 future residents of Treasure Island, as well as visitors utilizing the ferry, MUNI, and AC Transit bus services on the island. DE+ designed new bus and shuttle shelters which, together with the ferry shelter, create an inter-modal hub at the gateway to Treasure Island.

Historic Building 1, located across the street, together with the Ferry Shelter, create grand plazas on either side of Palm Drive. Palm Drive comprises an important segment of the Intermodal Transit Loop, with Island Shuttle and bus stops in front of the Ferry Building. A wide midblock crossing provides a direct, axial pedestrian connection from the Ferry Building to Building 1.

With a sightline out to San Francisco, the facade of the restroom was entitled to minimize its impact, and more to reflect the landscape of Palm Drive.

LAURA HARDY portfolio 02

project: 01 02 03 04 05 06 07 08 09 10 TREASURE ISLAND - Ferry, Bus, Restrooms, & Pier 03 SHUTTLE BUILDING 1 CLIPPER COVE WAY CALIFORNIA AVE. BUS 9 8 8 6 6 7 7 7 5 11 12 4 2 1 3 3 3 10 10 13 BUS 5 ACCESSIBLE ROUTE 4 JUNE 19, 2017 TREASURE ISLAND Arts Commission CDR Meeting SITE PLAN CONTEXT 1 PUBLIC RESTROOM 2 FERRY SHELTER + SIGN 3 BUS/SHUTTLE SHELTERS 4 WATERFRONT PLAZA 5 SEATING CUBES 6 WATERFRONT ESPLANADE 7 LOUNGE 8 WATERFRONT PROMENADE/ BAY TRAIL 9 PUBLIC BIKE RACKS 10 SF BIKE SHARE 11 NORTH BREAKWATER 12 SOUTH BREAKWATER 13 CENTRAL PIER 0 40 80 120 200 ft N & PUBLIC RESTROOMS Treasure Island - key plan Intermodal Hub - key plan

LAURA HARDY portfolio 04

FERRY SHELTER

SEATING CUBES NORTH

project: 01 02 03 04 05 06 07 08 09 10 TREASURE ISLAND - Ferry, Bus, Restrooms, & Pier 05 SEATING CUBES SOUTH RESTROOMS BIORETENTION 180’ FROM CENTER OF FERRY SHELTER TO RESTROOMS Ferry Shelter - site section

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Ferry Shelter - site plan Ferry Shelter - roof plan

project: 01 02 03 04 05 06 07 08 09 10 TREASURE ISLAND - Ferry, Bus, Restrooms, & Pier 07

Ferry Shelter - roof section Ferry Shelter - section

LAURA HARDY portfolio 08

project: 01 02 03 04 05 06 07 08 09 10 TREASURE ISLAND - Ferry, Bus, Restrooms, & Pier 09

REFERENCE ELEV. 0" REFERENCE ELEV. 0" WEST ELEVATION EAST ELEVATION REFERENCE ELEV. 0" REFERENCE ELEV. 0" 18 JUNE 19, 2017 TREASURE ISLAND Arts Commission CDR Meeting ELEVATIONS NORTH ELEVATION SOUTH ELEVATION North South West East Public Restrooms - elevations

11 WOMEN MEN ALL GENDER JANITOR ELEC B WATER FOUNTAIN BUS SHELTER RESTROOM SIGNAGE RESTROOM SIGNAGE JUNE 19, 2017 TREASURE ISLAND Arts Commission CDR Meeting PHASE 3 — RESTROOM FLOOR 8'3" Public Restrooms - floor plan Public Restrooms - section

LAURA HARDY portfolio 12

project: 01 02 03 04 05 06 07 08 09 10 TREASURE ISLAND - Ferry, Bus, Restrooms, & Pier 13 T.O. PARAPET 11' 7" T.O.S. ROOF JOISTS 10' - 2 1/2" B.O. CEILING 8' 3" C

19, 2017

—

JUNE

TREASURE ISLAND Arts Commission CDR Meeting PHASE 3

WALL SECTIO

floor plan

ceiling plan

roof plan

Bus Shelter - plans

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project: 01 02 03 04 05 06 07 08 09 10 TREASURE ISLAND - Ferry, Bus, Restrooms, & Pier 15 Bus Shelter - section Bus Shelter - elevation

Principal in Charge:

Role:

Budget:

Size:

Location:

Delivery Method:

Firm of Record:

Images:

Status:

Intermodal Structures

- Modular Classrooms

- Rapidly deployable housing

Dilworth Eliot has been working with Intemodal Structures to develop their modular classroom system since 2015. While the modular unit is roughly the same dimension of a shipping container, the container itself entirely custom fabricated for the client. The frame is based on a steel moment frame, infilled with insulated metal window panels, windows, and doors. They have been awarded the US Resiliency Council’s Platinum Earthquake Rating, making them the first educational facilities in the country to achieve USRC’s highest resiliency status.

Utilizing the DIRTT interior wall system, the system enables school districts to customize their classroom interiors based on needs and budget, and also enables the classroom to accommo-

Charles Dilworth Project Architect

Various

850 SF Various, (CA)

Design Build

Architecture: DE+

Developer: iMOD Structures

Laura Hardy & DE+ Various

date future changes in technological innovations. The interiors are manufactured and shippied in 21 days or less, and can be fitted during school closures or classroom breaks.

Dilworth Eliot has adapted the system for rapidly deployable housing for individuals displaced due to California fires, as well as commercial office spaces.

Our role is varied: design assist through design build, design development, code research, construction documents for site adapts of the system, renderings of new projects, and construction administration.

LAURA HARDY portfolio 16

INTERMODAL STRUCTURES - Modular Classrooms 17 project: 01 02 03 04 05 06 07 08 09 10

kit-of-parts

Typical

LAURA HARDY portfolio 18 A 1 B C D 2 24'-0" 8'-0" 8'-0" 8'-0" 40'-0" 4'-0" 8'-0" 8'-0" 4'-0" 7'-2 1/4" 11'-5 9/16" 15'-1 1/2" 6'-2 11/16" 6'-2 11/16" 15'-1 1/2" 11'-5 9/16" 7'-2 1/4" 4'-0" 8'-0" 8'-0" 4'-0" HALL CLOSET F WH BEDROOM A 108 BEDROOM B 107 BEDROOM C 104 BATHROOM 102 FLEX ROOM 100 KITCHEN 101 HALL 103 MECH 106 CLOSET A 108A CLOSET B 105A CLOSET C 104A 103A CLASSROOM A TERRACE Typical iMOD as housing - floor Typical Classroom - floor plan

INTERMODAL STRUCTURES - Modular Classrooms 19 project: 01 02 03 04 05 06 07 08 09 10 Typical Classroom - section Typical Classroom - section

LAURA HARDY portfolio 20

INTERMODAL STRUCTURES - Modular Classrooms 21 project: 01 02 03 04 05 06 07 08 09 10 PROPOSED

MARITIME ACADEMY DR

LAURA HARDY portfolio 22

- Modular Classrooms 23 project: 01 02 03 04 05 06 07 08 09 10 A EXTERIOR INTERIOR FRC PANEL OVER WEATHER BARRIER B E L O W M O D F R A M E 2 W A L L P E R P L A N 1H R R A T E D DOOR, AS SCHEDULED FIRE RATED SEALANT, AT BOTH SIDES PERIMETER SEAL APPLIED TO STOP, PER DOOR SCHEDULE HOLLOW METAL DOOR FRAME, PER DOOR SCHEDULE (12" MIN) SEE PLAN EXTERIOR INTERIOR iMOD FRAME W/ 130 MILS (APPLIED THICKNESS) INTUMESCENT COATING. FOR MORE INFO ON RATING, SEE PLATE & BOLT FRC CLADDING. SEE HSS SUBGIRT 2" DEFLECTION) 4" (ALLOWS W A L L P E R P L A N 1H R R A T E D B E L O W M O D F R A M E BEYOND iMOD FRAME PER PLAN EXT. WALL 2'-0" S.S.D. 1/2" HSS 3x3, SEE PARTITION SCHEDULE FRC 2 A6.20 1 A6.41 PLOT DATE: 3/2/2020 2:57:21 PM 3" = 1'-0" 3 RATED WALL @ DO O R, TYP ICAL 3" = 1'-0" 4 RATED WALL @ CO RNER, TYP ICAL 3" = 2 RA A 6 6 1 / 8 FLEXIBLE FLASHING L.1. (B.O. ISO BLOCK) 0' - 0" L.2. (B.O. ISO BLOCK) 9' - 6" F.F.1 0' - 6 3/8" F.F.2 10' - 0 3/8" GRADED SITE -0' - 10 7/8" T.O. FOUNDATIONS -1' - 0 3/8" L.1. B.O. CEILING 8' - 9 7/8" A6.40 5 A6.40 4 TYPICAL, SEE 1' - 0" OVERSPRAY 8 A6.40 EXTERIOR INTERIOR iMOD FRAME BEAM W/ 130 MILS (APPLIED THICKNESS) INTUMESCENT COATING PLATE & BOLT PLATE & SCREW FRC CLADDING. SEE ELEVATIONS HSS SUBGIRT CEILING, PLACED AFTER INTUMESCENT COATING IS APPLIED HAT CHANNEL FIRE RATED SEALANT, TYP, BOTH SIDES WALL, PER PLAN 1-HR RATED WALL, PER PLAN 1-HR RATED PARTITION - 1-HR UL DESIGN NO U419 iMOD FRAME BEAM W/ 130 MILS (APPLIED THICKNESS) INTUMESCENT COATING 2" EXPANSION JOINT, ALLOWS 1" +/- EITHER DIRECTION. SEE JOINT SYSTEM 1-HR UL SYSTEM NO. WW-D-1220 EXPANSION JOINT (EMSHIELD, WFR1) STEEL PROTECTION (FLOOR/ROOF BEAMS, COLUMNS, CORNER CAST) INTUMESCENT PAINT W/ APPLIED THICKNESS OF 130. FIRE TEST DESIGN NO. CC/CA 180-03 11 A6.40 CONTINUOUS 16 GA. TRACK W/ 16 GA. NESTLED STUD HSS 3X3X3/16 POSTS, SEE PARTITION SCHEDULE MTL FLASHING, SET IN CONTINUOUS SEALANT (FIRE CAULKING) PARTITION - 1-HR @ HEAD OF EXPANSION JOINT UL DESIGN V497 @ FRAME AT RATED WALL. SEE 1' - 0" OVERSPRAY, TYP 8 A6.40 FLOOR COVERING: SEE FINISH SCHEDULE CONCRETE PANEL SUBFLOOR SPRAY POLYURETHANE FOAM INSULATION, MIN. 2" AVG. THICKNESS GRADE BEAM, SSD INTERIOR EXTERIOR STEEL PLATE, WELDED TO HSS, W/HORIZ. SLOTTED CONNECTION TO STL, TYP. AT LOWER BEAMS, SSD PERIMETER SLED BEAM W/ 120 MILS APPLIED THICKNESS INTUMESCENT COATING (W10X77, SSD) GROUT BED, SEE STRUCTURAL DRAWINGS EXTERIOR CLADDING. SEE ELEVATIONS BEYOND iMOD FRAME TYP 2" iMOD FRAME BEAM W/ 130 MILS (APPLIED THICKNESS) INTUMESCENT COATING FIRE RATED SEALANT 3" 1/2" WALL, PER PLAN 1-HR RATED MINERAL WOOL AT JOINT BETWEEN CURB AND iMOD FRAME PER PLAN, TYP INT. WALL, PARTITION - 1-HR UL DESIGN NO U419 JOINT SYSTEM 1-HR UL 2019 FIRE RATED EXPANSION JOINT STEEL PROTECTION (SLED BEAMS) INTUMESCENT PAINT W/ APPLIED THICKNESS OF 120 (W10X77) AND 180 (W10X33). FIRE TEST DESIGN NO. CC/CA 180-02 1' - 0" OVERSPRAY, SEE 8 A6.40 NEL EE PLAN L ECTION 8 6.40 AL DEVELOPER INTERMODAL STRUCTURES PIER 1, BAY 1 SAN FRANCISCO, CA 94111 CONTACT: REED WALKER P: 415.516.7776 RWALKER@INTERMODALSTR ARCHITECT OF RECORD & DESIGN A DILWORTH ELIOT STUDIO 1066 HOWARD STREET SAN FRANCISCO, CA 94103 CONTACT: CHARLES DILWOR P: 415.255.9740 CHARLES@DILWORTHELIOT STRUCTURAL ENGINEER OF RECOR MAR STRUCTURAL DESIGN 2332 5TH ST STE D BERKELEY, CA 94710 CONTACT: DAVID MAR P: 510.991.1101 DAVID.MAR@MARSTRUCTUR HVAC & PLUMBING M.E. GROUP 717 17TH STREET, #1500 DENVER, CO 80202 CONTACT: MILES DAKE P: 303.382.1920 MILES.DAKE@MEGROUP.COM ENERGY CONSULTANT BEYOND EFFICIENCY INC. 1502 WALNUT ST. BERKELEY, CA 94709 CONTACT: DAN JOHNSON P: 415.964.2282 DAN@BEYONDEFFICIENCY.U ELECTRICAL & LIGHTING O'MAHONY & MYER 4340 REDWOOD HIGHWAY, S SAN RAFAEL, CA 94903 CONTACT: PIETER COLENBR P: 415.492.0420x102 F: 415.479.9662 PCOLENBRANDER@OMMCO FIRE SPRINKLER ROYAL FIRE PROTECTION 8082 LIMONITE AVE, UNIT 378 JURUPA VALLEY, CA 92509 CONTACT: LAURA MCDADE (951) 314-6302 LAURAMCDADE@GMAIL.COM ISSUE DATE: ISSUE: 2 PEER REVIEW COMMENT 1 OSFM COMMENTS TYPICAL RATED SECTION & DET A6.4 AGENCY RESUBMITT PROJECT #: 18.1128 02.28.2020 3" = 1'-0" 6 RATED WALL @ HEAD ( EMSEAL), TYPIC AL (RATE D ASSE MBLY) 1 1/2" = 1'-0" 1 SECTIO N @ RATED WALL 3" = 1'-0" 5 RATED WALL @ UPP ER T O LO WER, TYP ICAL 3" = 1'-0" 4 RATED WALL @ BASE, TYP ICAL 02.28.21 02.28.21 A A A EXTERIOR EXTERIOR 6 6 E Q E Q WRAP MEMBRANE OVER SOLID BLOCKING 26 P A R A P E T H E I G H T PARAPET CAP FLASHING 3 " M N 2 1 / 2 " 6 1 8 " FRC FLEXIBLE FLASHING SEE NOTE REGARDING OVERSPRAY @ FRAME ON 8 A6.40 EXTERIOR INTERIOR iMOD FRAME BEAM W/ 130 MILS (APPLIED THICKNESS) INTUMESCENT COATING PLATE & BOLT PLATE & SCREW FRC CLADDING. SEE ELEVATIONS HSS SUBGIRT CEILING, PLACED AFTER INTUMESCENT COATING IS APPLIED HAT CHANNEL FIRE RATED SEALANT, TYP, BOTH SIDES WALL, PER PLAN 1-HR RATED WALL, PER PLAN 1-HR RATED PARTITION - 1-HR UL DESIGN NO U419 iMOD FRAME BEAM W/ 130 MILS (APPLIED THICKNESS) INTUMESCENT COATING 2" EXPANSION JOINT, ALLOWS 1" +/- EITHER DIRECTION. SEE JOINT SYSTEM 1-HR UL SYSTEM NO. WW-D-1220 EXPANSION JOINT (EMSHIELD, WFR1) STEEL PROTECTION (FLOOR/ROOF BEAMS, COLUMNS, CORNER CAST) INTUMESCENT PAINT W/ APPLIED THICKNESS OF 130. FIRE TEST DESIGN NO. CC/CA 180-03 11 A6.40 CONTINUOUS 16 GA. TRACK W/ 16 GA. NESTLED STUD HSS 3X3X3/16 POSTS, SEE PARTITION SCHEDULE MTL FLASHING, SET IN CONTINUOUS SEALANT (FIRE CAULKING) PARTITION - 1-HR @ HEAD OF EXPANSION JOINT UL DESIGN V497 @ FRAME AT RATED WALL. SEE 1' - 0" OVERSPRAY, TYP 8 A6.40 FLOOR COVERING: SEE FINISH SCHEDULE CONCRETE PANEL INTERIOR EXTERIOR EXTERIOR CLADDING. SEE ELEVATIONS BEYOND iMOD FRAME TYP 2" iMOD FRAME BEAM W/ 130 MILS (APPLIED THICKNESS) INTUMESCENT COATING FIRE RATED SEALANT WALL, PER PLAN 1-HR RATED PER PLAN, TYP INT. WALL, 1' - 0" OVERSPRAY, SEE 8 A6.40 FLOOR COVERING: SEE FINISH SCHEDULE CONCRETE PANEL SUBFLOOR, SEE PLAN INTERIOR EXTERIOR BEYOND iMOD FRAME RATED DOOR, PER SCHEDULE HINGED SAFETY COVER AT SEISMIC SEPARATION: "MM SYSTEMS - HFP-3-3 SERIES", TYP.; NO FASTENERS ALLOWED LOWER BEAMS "PROTECTED ZONES" 1:2 BEVEL, TYP. BOTH SIDES 2016 CBC 11B-303.3 GRADE, PER TILE FINISHING AND EDGE PROTECTION 4 M A X PEMKO THRESHOLD 257X259 : 1:12 SLOPE EXTERIOR INTERIOR WALL, PER PLAN 1-HR RATED DOOR, AS SCHEDULED FIRE RATED SEALANT, AT BOTH SIDES PERIMETER SEAL APPLIED TO STOP HOLLOW METAL DOOR FRAME, PER DOOR SCHEDULE SEE FOR ADDITIONAL INFORMATION 5 A6.40 CONTINUOUS 16 GA. TRACK W/ 16 GA. NESTLED STUD INTUMESCENT COATING OVERSPRAY, 130 MILS (APPLIED THICKNESS), 12 INCHES CONSISTENT WITH ATTACHED W.R. GRACE "12-INCH SPRAY-OUT RULE" LETTER PER A6.43 CED AFTER T COATING IS DE 3" = 1'-0" 6 RATED WALL @ HEAD (EMSEAL), TYPIC AL (RATE D ASSE MBLY) 3" = 1'-0" 5 RATED WALL @ UPP ER TO LO WER, TYP ICAL 3" = 1'-0" 8 WALL SEC TIO N AT D O OR Rated wall detail development

INTERMODAL STRUCTURES

WEDGE PARK

- Cafe

Public Restrooms

Utility Building

Wedge Park is located in Candlestick Point, San Francisco, and is a central feature to the development surrounding the plaza and park area. The park buildings designed by Dilworth Eliot Studio were the cafe, pump station, and restrom facilities.

Sorrounded by the developments infrastructure, the Bus Rapid Transit System and central cycle route, the part provides respite in the urban core of the new development. The park’s unique shape give the plaza qualities of a plaza and promenade. The role of the architecture of the utility building was to blend with the more formal architecture of the restrooms and the cafe. The utility building and restroom were related with their mesh skin

Principal in Charge: Amy Eliot

Role: Technical Detailing/DesignDevelopment

Budget: Various

Size: Various

Location: (Candlestick Point, Bay Area, CA)

Delivery Method: Design Build

Firm of Record: Landscape (prime): RHAA

Architecture: DE+

Images: courtesy of DE+

providing some transparency to the function of the building. The mesh skin allowed the substructure to drive the form and allow the material to react. The roof of the cafe was to float with the promenade and allow as much open space as could be provided for the cafe function. The paving was carefully selected to find a product that could be used both indoor and outdoor so the plaza continued through the space. With the gathering spaces of the plaza organized at the wider end of wedge park, the architecuture was organized along the side to provide extensive views across the South Basin to Hunters Point.

The design of the restroom building had just begun schematic design at the time of this print.

LAURA HARDY portfolio 24

WEDGE PARK - Cafe, Utility Building, Restrooms 25 project: 01 02 03 04 05 06 07 08 09 10

LAURA HARDY portfolio 26 W YENRAH YAW FD FD FD FD FD FD FS CAFE PATRONS RESTROOM STORAGE TENANT 1 STORAGE TENANT 2 JANITOR TRASH GENERATOR YARD CONTROL ROOM MUNI STORAGE MUNI RESTROOM Floor plan - Cafe building Floor Plan - Utility Building

WEDGE PARK - Cafe, Utility Building, Restrooms 27 project: 01 02 03 04 05 06 07 08 09 10 EXPANDED MESH SKIN ENCLOSURE & STRUCTURE GENERATOR / ODOR CONTROL UNIT PUMP STATION CONTROL ROOM MUNI RESTROOM MUNI STORAGE Typical kit-of-parts

LAURA HARDY portfolio 28

TRIM, TYP. 2" T.O. MESH HEIGHT VARIES, SEE ELVATIONS @ STRAIGHT SCREEN, SSD 6" TYP

FOR MESH, SSD = 1'-0" ECTION DETAIL @ PARAPET @ STRAIGHT SCREEN, TYP NOT IN USE

W/ RUBBER BACKED METAL WASHER

@ GRID 8" TYP. @ STRAIGHT STREEN 1'-1 3/8" TYP. @ T.O. ANGLED SCREEN EXPANDED MESH RAINSCREEN

= OF CURB BELOW 2" SQ. ALUM. TUBE VERT. SUPPORT FOR MESH, SSD

FASTENER W/ RUBBER BACKED METAL WASHER D

SQ. ALUM. TUBE HORIZ. SUPPORT FOR MESH, SSD ALUMINUM TRIM, TYP. SUPPORT ANGLE & CONNECTIONS FOR MESH, SSD CUT ANGLE AS REQ'D TO ALIGN W/ MESH @ WALL. SEE 7/A7.50

PARTITION SCHEDULE FOR WALL ASSEMBLY 4" HSS, SSD

EA FASTENER, SSD COLUMN FASTENER W/ RUBBER BACKED METAL WASHER EXTERIOR (GENERATOR YARD) EXTERIOR

SQ. ALUM. TUBE VERT. SUPPORT FOR MESH, SSD Fiv C W PR 14 SU 1

BLOCKING, MOLDED TO FIT CORRUGATED SIDING ALIGN

2" SQ. ALUM. TUBEHORIZ. SUPPORT FOR MESH, SSD

STIFFNER PLATE, SSD

PARTITION SCHEDULE FOR WALL ASSEMBLY On Sa DA

SEE CO

SSD

ANGLE & CONNECTIONS FOR MESH, SSD ALIGN ALIGN AL GN

SQ. ALUM. TUBE VERT. 3" = 1'-0" 2 SECTION DETAIL @ LOUVER HEAD & SILL @ ANGLED SCREEN, TYP = 1'-0" ECTION DETAIL @ BASE @ STRAIGHT SCREEN, TYP

TRIM, TYP. 3" = 1'-0" 3 SECTION DETAIL @ PARAPET @ ANGLED SCREEN, TYP 3" = 1'-0" 1 SECTION DETAIL @ BASE @ ANGLED SCREEN, TYP

COLUMN EXTERIOR (GENERATOR YARD) EXTERIOR 8" TYP.

4" HSS, SSD T Y P T O B O M E S H 2 "

GRID EQ EQ @ B.O. STRAIGHT SCREEN 8" TYP ALUMINUM TRIM, TYP.

ARCHITECTURAL EXPANDED MESH RAINSCREEN

3" = 1'-0" 8 SECTION DETAIL @ BASE @ STRAIGHT GENERATOR SCREEN, TYP 7

SUPPORT SA RE Dr RE

3" = 1'-0" 9 SECTION DETAIL @ PARAPET @ GENERATOR SCREEN, TYP 3" = 1'-0" 7 SECTION DETAIL @ BASE @ ANGLED GENERATOR SCREEN, TYP

2" SQ. ALUM. TUBE VERT. SUPPORT FOR MESH, SSD 2" SQ. ALUM. TUBE HORIZ. SUPPORT FOR MESH, SSD

SUPPORT ANGLE & CONNECTIONS FOR MESH, SSD CUT ANGLE AS REQ'D TO ALIGN W/ MESH @ WALL. SEE 7/A7.50 T Y P 3 1 / 2

T.O. CONC. CURB 1' - 6"

EQ EQ CAST IN PLACE CONCRETE CURB, SSD

ANGLE & CONNECTIONS FOR MESH, SSD RESIN BLOCKING, MOLDED TO FIT CORRUGATED SIDING @ EA FASTENER, SSD No Ch

COLUMN EXTERIOR (GENERATOR YARD) EXTERIOR 8" TYP.

GRID EQ EQ @ B.O. ANGLED SCREEN 8" TYP ALUMINUM TRIM, TYP.

ARCHITECTURAL EXPANDED MESH RAINSCREEN

2" SQ. ALUM. TUBE HORIZ. SUPPORT FOR MESH, SSD T Y P 3 1 / 2 "

T O B O M E S H, T Y P 2 "

7/8" CORRUGATED WALL PANELS W/ EXPOSED FASTENERS 323 T 4 DILW SAN 106 NOT FOR CONSTRUCTION

ARCH EXPANDED MESH RAINSCREEN N DET

4" HSS, SSD 2" SQ. ALUM. TUBE VERT. SUPPORT FOR MESH, SSD SUPPORT ANGLE & CONNECTIONS FOR MESH, SSD CUT ANGLE AS REQ'D TO ALIGN W/ MESH @ WALL. SEE 7/A7.50 3/4" x 3/4" CHAMFER CORNER, TYP, SSD

T.O. MESH HEIGHT VARIES, SEE ELVATIONS EQ EQ CAST IN PLACE CONCRETE CURB, SSD

T.O. CONC. CURB 1' - 6"

7/ SE FL

GY @M FR 8' SS DE

WEDGE PARK - Cafe, Utility Building, Restrooms 29 project: 01 02 03 04 05 06 07 08 09 10 B.O. ROOF STRUCTURE 10' - 2" LEVEL 1 0" C BEND @ MESH 7' - 6" A7.52 1 Sim A7.52 2 Sim A7.52 3 Sim INTERIOR EXTERIOR 7/8" CORRUGATED WALL PANELS W/ EXPOSED FASTENERS WALL PER PLAN GYP. BOARD ARCH EXPANDED MESH RAINSCREEN; SSD FOR SUPPORT CAST IN PLACE CONCRETE CURB, S.S.D. ROOF JOISTS, S.S.D. 66 " 10 " OPENING W/ LOUVERS T.O. CONC. CURB 1' - 6" WP, TYP. ARCH EXPANDED MESH RAINSCREEN; BEYOND T O R A N S C R E E N 1 8 " T O 8 " M N MAX. HEIGHT @ MESH 14' - 6" MAX. PARAPET HEIGHT 13' - 0" 1 '0 " 10 " STRUCTURAL SLAB, SSD LANDSCAPING & GRADE, N.I.C. SEE LANDSCAPE PLANS FOR GRADE HEIGHT LEVEL 1 0" BEND @ MESH 7' - 6" T.O. CONC. CURB 1' - 6" EXTERIOR ARCH EXPANDED MESH RAINSCREEN; BEYOND CAST IN PLACE CONCRETE CURB, S.S.D. 4" HSS COLUMN, S.S.D. WP, TYP. 7/8" CORRUGATED WALL PANEL; BEYOND ARCH EXPANDED MESH RAINSCREEN; SSD FOR SUPPORT A7.52 9 Sim A7.52 7 Sim MAX. HEIGHT @ MESH 14' - 6" MAX. PARAPET HEIGHT 13' - 0" 10 " STRUCTURAL SLAB, SSD LANDSCAPING & GRADE, N.I.C. SEE LANDSCAPE PLANS FOR GRADE HEIGHT ARCHITECTURAL EXPANDED METAL MESH SCREEN (CORRUGATED METAL PANEL BEHIND SCREEN, WHERE OCCURS. SEE WALL SECTIONS) CONCRETE CORRUGATED METAL PANEL FivePoint

Point

Park 1 + 2A PROJECT NUMBER 14050A SUBMITTAL 100% Design SAN FRANCISCO MILL VALLEY REVISIONS Drawn By: REGISTRATION AND SIGNATURE No.DateDescription Checked By: CONSULTANTS One Sansome Street, Suite 3200 San Francisco, CA 94104 DATE

323 Geary Avenue, Suite 602, San Francisco, CA T 415 861 7900F 415 861 7908www.rhaa.com 94102 DILWORTH ELIOT STUDIO SAN FRANCISCO, CA 94103 1066 HOWARD ST

November 18, 2016

Candlestick

Wedge

Development

NOT FOR CONSTRUCTION

A3.90 1" = 1'-0" 1 WALL SECTION @ ANGLED SCREEN EEN @ YARD SHEET NOTES ALIGN ALIGN AL GN ALIGN GRID 8" TYP. @ STRAIGHT STREEN 1'-1 3/8" TYP. @ T.O. ANGLED SCREEN EXPANDED MESH RAINSCREEN COLUMN FASTENER W/ RUBBER BACKED METAL WASHER EXTERIOR (GENERATOR YARD) EXTERIOR 4" HSS, SSD ALUMINUM TRIM, TYP. SUPPORT ANGLE & CONNECTIONS FOR MESH, SSD CUT ANGLE AS REQ'D TO ALIGN W/ MESH @ WALL. SEE 7/A7.50 STIFFNER PLATE, SSD = OF CURB BELOW 2" SQ. ALUM. TUBE VERT. SUPPORT FOR MESH, SSD 2" SQ. ALUM. TUBEHORIZ. SUPPORT FOR MESH, SSD T.O. MESH HEIGHT VARIES, SEE ELVATIONS EQ EQ CAST IN PLACE CONCRETE CURB, SSD ARCHITECTURAL EXPANDED MESH RAINSCREEN GRID EQ EQ @ B.O. ANGLED SCREEN 8" TYP ALUMINUM TRIM, TYP. T.O. CONC. CURB 1' - 6" COLUMN EXTERIOR (GENERATOR YARD) EXTERIOR 8" TYP. 4" HSS, SSD 2" SQ. ALUM. TUBE VERT. SUPPORT FOR MESH, SSD SUPPORT ANGLE & CONNECTIONS FOR MESH, SSD CUT ANGLE AS REQ'D TO ALIGN W/ MESH @ WALL. SEE 7/A7.50 3/4" x 3/4" CHAMFER CORNER, TYP, SSD T O B O M E S H T Y P 2 " 2" SQ. ALUM. TUBE HORIZ. SUPPORT FOR MESH, SSD T Y P 3 1 / 2 " GY @M FR 8' SS DE 7/ SE FL RU EQ EQ CAST IN PLACE CONCRETE CURB, SSD ARCHITECTURAL EXPANDED MESH RAINSCREEN GRID EQ EQ @ B.O. STRAIGHT SCREEN 8" TYP ALUMINUM TRIM, TYP. T.O. CONC. CURB 1' - 6" COLUMN EXTERIOR (GENERATOR YARD) EXTERIOR 8" TYP. 4" HSS, SSD T Y P T O B O M E S H 2 " 2" SQ. ALUM. TUBE VERT. SUPPORT FOR MESH, SSD 2" SQ. ALUM. TUBE HORIZ. SUPPORT FOR MESH, SSD SUPPORT ANGLE & CONNECTIONS FOR MESH, SSD CUT ANGLE AS REQ'D TO ALIGN W/ MESH @ WALL. SEE 7/A7.50 T Y P 3 1 / 2 " 3" = 1'-0" 9 SECTION DETAIL @ PARAPET @ GENERATOR SCREEN, TYP 3" = 1'-0" 7 SECTION DETAIL @ BASE @ ANGLED GENERATOR SCREEN, TYP 3" = 1'-0" 8 SECTION DETAIL @ BASE @ STRAIGHT GENERATOR SCREEN, TYP ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN FASTENER W/ RUBBER BACKED METAL WASHER GRID INTERIOR EXTERIOR 3 5/8" STUDS, SSD 7/8" CORRUGATED WALL PANELS W/ EXPOSED FASTENERS SEE PARTITION SCHEDULE FOR WALL ASSEMBLY ARCH EXPANDED MESH RAINSCREEN 1/4"-14 x 7/8" STITCH (1'-0" O.C.) (PER VENDOR) UNIVERSAL CLOSURE & SINGLE BEAD TAPE SEALANT (PER VENDR); BEYOND PARAPET FLASHING (PER VENDOR) 8 " M I N 1'-1 3/8" TYP. @ T.O. ANGLED SCREEN T O R A I N S C R E E N, T Y P 1 8 " T O STUD 2 3/16" ALUMINUM TRIM, TYP RESIN BLOCKING, MOLDED TO FIT CORRUGATED SIDING @ EA FASTENER, SSD SUPPORT BENT PLATE & CONNECTIONS FOR MESH, SSD STIFFNER PLATE, SSD 2" SQ. ALUM. TUBE VERT. SUPPORT FOR MESH, SSD TYP @ ANGLED SCREEN, ABV 7' - 6", SSD 10 3/8" TYP. = OF CURB BELOW 2 " T Y P 2" SQ. ALUM. TUBE HORIZ. SUPPORT FOR MESH, SSD 2 3/16" T.O. MESH HEIGHT VARIES, SEE ELVATIONS 8" TYP CAST IN PLACE CONCRETE CURB, SSD BASE FLASHING (PER VENDOR), SET IN BED OF SEALANT, TYP 7/8" CORRUGATED WALL PANELS W/ EXPOSED FASTENERS SEE PARTITION SCHEDULE FOR WALL ASSEMBLY GRID #9-15 x 1 1/2" WOODSCREW, UNIVERSAL CLOSURE & SINGLE BEAD TAPE SEALANT (FOR CORRUGATED WALL PANELS, PER VENDOR); BEYOND GYP. BOARD INTERIOR EXTERIOR ARCH EXPANDED MESH RAINSCREEN LANDSCAPING & GRADE BEYOND 5' PERIMITER N.I.C. SEE LANDSCAPE PLANS FOR GRADE HEIGHT WP, TYP. @MUNI RESTROOM: FRP WALL PANEL OVER GYP. BD. 8' H, TYP. SSD FOR FOUNDATION DETAILS 1 8 " T Y P LEVEL 1: FF 0" = +109.27' T.O. CONC. CURB 1' - 6" EQ EQ @ B.O. ANGLED SCREEN 8" TYP 7/8" HAT CHANNELS 2 3/16" STUD FASTENER W/ RUBBER BACKED METAL WASHER, TYP @ B.O. ANGLED SCREEN, SSD 6" TYP RESIN BLOCKING, MOLDED TO FIT CORRUGATED SIDING @ EA FASTENER, SSD SUPPORT ANGLE & CONNECTIONS FOR MESH, SSD ALUMINUM TRIM TYP, SSD 3/4" X 3/4" CHAMFER EDGE TYP, SSD 2" SQ. ALUM. TUBE VERT. SUPPORT FOR MESH, SSD 1 3/8" SEALED CONCRETE FLOOR FINISH 2" SQ. ALUM. TUBE HORIZ. SUPPORT FOR MESH, SSD RUBBER BASE, TYP 2 3/16" T O B O M E S H 2 " T Y P T Y P 3 1 / 2 " DRIP FLASHING SEE PARTITION SCHEDULE FOR WALL ASSEMBLY SILL FLASHING SAF OVER ROUGH OPENING GRID LOUVER BEND @ MESH 7'-6" (POINT OF BEND IN EXPANDED METAL PANEL) 6° ARCH EXPANDED MESH RAINSCREEN, SSD FOR FRAMING & SUPPORT STUD INTERIOR EXTERIOR = OF CURB BELOW 2" SQ. ALUM. TUBE HORIZ. SUPPORT FOR MESH, SSD SUPPORT BENT PLATE & CONNECTIONS FOR MESH, SSD STIFFNER PLATE, SSD @MUNI RESTROOM: FRP WALL PANEL OVER GYP. BD. 8' H, TYP. 2" SQ. ALUM. TUBE VERT. SUPPORT FOR MESH, SSD 2 3/16" TYP TYP @ ANGLED SCREEN, ABV 7' - 6", SSD 10 3/8" 8" TYP. CAST IN PLACE CONCRETE CURB, SSD 7/8" CORRUGATED WALL PANELS W/ EXPOSED FASTENERS SEE PARTITION SCHEDULE FOR WALL ASSEMBLY GRID NTERIOR EXTERIOR ARCH EXPANDED MESH RAINSCREEN LANDSCAPING & GRADE, N.I.C.; SEE LANDSCAPE PLANS FOR GRADE HEIGHT WP, TYP. TROOM: ANEL OVER GYP. BD. UNDATION 1 8 " T Y P LEVEL 1: FF 0" = +109.27' T.O. CONC. CURB 1' - 6" T O B O M E S H, T Y P 2 " EQ EQ ANNELS STUD @ STRAIGHT SCREEN 8" TYP. RESIN BLOCKING, MOLDED TO FIT CORRUGATED SIDING @ EA FASTENER, SSD SUPPORT ANGLE & CONNECTIONS FOR MESH, SSD 2" SQ. ALUM. TUBE VERT. SUPPORT FOR MESH,

NCRETE H 2" SQ. ALUM.

SE, TYP 2 3/16" @ STRAIGHT SCREEN, SSD 6" TYP T Y P 3 1 / 2 ALUMINUM TRIM, TYP

GRID INTERIOR EXTERIOR

UTILITY BUILDING - WALL SECTIONS

TUBE HORIZ. SUPPORT FOR MESH, SSD

FASTENER

PARAPET FLASHING 8 " M I N T O R A I N S C R E E N, T Y P 1 8 T O STUD = OF CURB BELOW 8" TYP. @ STRAIGHT SCREEN ALUMINUM

T Y P 2 " 2" SQ. ALUM. TUBE HORIZ. SUPPORT FOR MESH, SSD 2 3/16" T.O. MESH HEIGHT VARIES, SEE ELVATIONS @ STRAIGHT SCREEN, SSD 6" TYP Fiv C W PR 14 SU 1 SA RE Dr RE No Ch CO On Sa DA D 323 T 4 DILW SAN 106 NOT FOR CONSTRUCTION N DET 3" = 1'-0" 3 SECTION DETAIL @ PARAPET @ ANGLED SCREEN, TYP 3" = 1'-0" 1 SECTION DETAIL @ BASE @ ANGLED SCREEN, TYP 3" = 1'-0" 2 SECTION DETAIL @ LOUVER HEAD & SILL @ ANGLED SCREEN, TYP = 1'-0" ECTION DETAIL @ BASE @ STRAIGHT SCREEN, TYP = 1'-0" ECTION DETAIL @ PARAPET @ STRAIGHT SCREEN, TYP NOT IN USE ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN FASTENER W/ RUBBER BACKED METAL WASHER GRID INTERIOR EXTERIOR 3 5/8" STUDS, SSD 7/8" CORRUGATED WALL PANELS W/ EXPOSED FASTENERS SEE PARTITION SCHEDULE FOR WALL ASSEMBLY ARCH EXPANDED MESH RAINSCREEN 1/4"-14 x 7/8" STITCH (1'-0" O.C.) (PER VENDOR) UNIVERSAL CLOSURE & SINGLE BEAD TAPE SEALANT (PER VENDR); BEYOND PARAPET FLASHING (PER VENDOR) 8 " M N 1'-1 3/8" TYP. @ T.O. ANGLED SCREEN T O R A N S C R E E N, T Y P 1 " T O STUD 2 3/16" ALUMINUM TRIM, TYP RESIN BLOCKING, MOLDED TO FIT CORRUGATED SIDING @ EA FASTENER, SSD SUPPORT BENT PLATE & CONNECTIONS FOR MESH, SSD STIFFNER PLATE, SSD 2" SQ. ALUM. TUBE VERT. SUPPORT FOR MESH, SSD TYP @ ANGLED SCREEN, ABV 7' - 6", SSD 10 3/8" TYP. = OF CURB BELOW 2 T Y P 2" SQ. ALUM. TUBE HORIZ. SUPPORT FOR MESH, SSD 2 3/16" T.O. MESH HEIGHT VARIES, SEE ELVATIONS 8" TYP CAST IN PLACE CONCRETE CURB, SSD BASE FLASHING (PER VENDOR), SET IN BED OF SEALANT, TYP 7/8" CORRUGATED WALL PANELS W/ EXPOSED FASTENERS SEE PARTITION SCHEDULE FOR WALL ASSEMBLY GRID #9-15 x 1 1/2" WOODSCREW, UNIVERSAL CLOSURE & SINGLE BEAD TAPE SEALANT (FOR CORRUGATED WALL PANELS, PER VENDOR); BEYOND GYP. BOARD INTERIOR EXTERIOR ARCH EXPANDED MESH RAINSCREEN LANDSCAPING & GRADE BEYOND 5' PERIMITER N.I.C. SEE LANDSCAPE PLANS FOR GRADE HEIGHT WP, TYP. @MUNI RESTROOM: FRP WALL PANEL OVER GYP. BD. 8' H, TYP. SSD FOR FOUNDATION DETAILS 1 " Y P LEVEL 1: FF 0" = +109.27' T.O. CONC. CURB 1' - 6" EQ EQ @ B.O. ANGLED SCREEN 8" TYP 7/8" HAT CHANNELS 2 3/16" STUD FASTENER W/ RUBBER BACKED METAL WASHER, TYP @ B.O. ANGLED SCREEN, SSD 6" TYP RESIN BLOCKING, MOLDED TO FIT CORRUGATED SIDING @ EA FASTENER, SSD SUPPORT ANGLE & CONNECTIONS FOR MESH, SSD ALUMINUM TRIM TYP, SSD 3/4" X 3/4" CHAMFER EDGE TYP, SSD 2" SQ. ALUM. TUBE VERT. SUPPORT FOR MESH, SSD 1 3/8" SEALED CONCRETE FLOOR FINISH 2" SQ. ALUM. TUBE HORIZ. SUPPORT FOR MESH, SSD RUBBER BASE, TYP 2 3/16" T O B O M E S H 2 " T Y P T Y P 3 / 2 " DRIP FLASHING SEE PARTITION SCHEDULE FOR WALL ASSEMBLY SILL FLASHING SAF OVER ROUGH OPENING GRID LOUVER BEND @ MESH 7'-6" (POINT OF BEND IN EXPANDED METAL PANEL) 6 ARCH EXPANDED MESH RAINSCREEN, SSD FOR FRAMING & SUPPORT STUD INTERIOR EXTERIOR = OF CURB BELOW 2" SQ. ALUM. TUBE HORIZ. SUPPORT FOR MESH, SSD SUPPORT BENT PLATE & CONNECTIONS FOR MESH, SSD STIFFNER PLATE, SSD @MUNI RESTROOM: FRP WALL PANEL OVER GYP. BD. 8' H, TYP. 2" SQ. ALUM. TUBE VERT. SUPPORT FOR MESH, SSD 2 3/16" TYP TYP @ ANGLED SCREEN, ABV 7' - 6", SSD 10 3/8" 8" TYP. CAST IN PLACE CONCRETE CURB, SSD 7/8" CORRUGATED WALL PANELS W/ EXPOSED FASTENERS SEE PARTITION SCHEDULE FOR WALL ASSEMBLY GRID NTERIOR EXTERIOR ARCH EXPANDED MESH RAINSCREEN LANDSCAPING & GRADE, N.I.C.; SEE LANDSCAPE PLANS FOR GRADE HEIGHT WP, TYP. TROOM: ANEL OVER GYP. BD. UNDATION 1 8 " Y P LEVEL 1: FF 0" = +109.27' T.O. CONC. CURB 1' - 6" T O B O M E S H T Y P 2 " EQ EQ ANNELS STUD @ STRAIGHT SCREEN 8" TYP. RESIN BLOCKING, MOLDED TO FIT CORRUGATED SIDING @ EA FASTENER, SSD SUPPORT ANGLE & CONNECTIONS FOR MESH, SSD 2" SQ. ALUM. TUBE VERT. SUPPORT FOR MESH, SSD NCRETE H 2" SQ. ALUM. TUBE HORIZ. SUPPORT FOR MESH, SSD SE, TYP 2 3/16" @ STRAIGHT SCREEN, SSD 6" TYP Y P 3 1 / 2 ALUMINUM TRIM, TYP

GRID INTERIOR EXTERIOR

PARAPET FLASHING 8 " M N T O R A N S C R E E N, T Y P 1 8 T O STUD = OF CURB BELOW 8" TYP. @ STRAIGHT SCREEN ALUMINUM

SUPPORT

RESIN

SEE

7/8" CORRUGATED WALL PANELS W/ EXPOSED FASTENERS T Y P 2 " 2"

ARCH EXPANDED MESH RAINSCREEN 2 3/16"

Principal in Charge: Tom Yee

Role: Design Consultant

Budget: N/A

Size: 400,000 SF

Location: Shanghai, China

Delivery Method: N/A

Firm of Record: STUDIOS

Images: Laura Hardy, STUDIOS, DE+

Status: Complete, 2019

SHANGHAI NINE TREES ART CENTER

- Competition with STUDIOS Architecture

Tucked into a forested area outside of Shanghai, the Nine Trees Art Center competition was for a new cultural desitination for the district of Fengxian, offering mainstream and experimental theater, musical performances, art exhibitions, fashion shows, and other events.

The Shanghai Forest Theater is envisioned as the hub of the Nanqiao New Town. Nanqiao is being planned as the political, economic and cultural center of the Shanghai Fengxian District, an important southern gateway to the Shanghai Yangtze River Delta and Pudong.

DE+ was invited to enter the competition for the new Shanghai Forest Theater complex with partner firms STUDIOS Architecture and Team 7 International. The program for the site includes a 1200-seat main theater, a 500-seat multi-purpose theater and a 300-seat theme theater, as well as administrative, logistical and other ancillary buildings. In addition, the complex will contain numerous art facilities, including an art exchange center for youth support services, art studios and a Shanghai opera culture research center.

Studios Architecture received award to design the interiors of the project, but did not receive award of the architecture.

LAURA HARDY portfolio 30

COMPETITION - Shanghai Nine Trees Art Center 31 project: 01 02 03 04 05 06 07 08 09 10 Site & programming studies

LAURA HARDY portfolio 32

COMPETITION - Shanghai Nine Trees Art Center 33 project: 01 02 03 04 05 06 07 08 09 10

Site, massing, material, & facade

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Final renders

COMPETITION - Shanghai Nine Trees Art Center 35 project: 01 02 03 04 05 06 07 08 09 10 | BIRDSEYE FROM SOUTHEAST

Principal in Charge: Charles Dilworth

Role: Project Architect

Budget: $1,000,000

Size: 3,500 SF

Location: SF State (SF, CA)

Delivery Method: Competitive Bid

Firm of Record: DE+

Images: Laura Hardy & DE+

Status: Complete, 2019

SAN FRANCISCO STATE - University Club

- Interiors Remodel

The University Club project is a renovation of office space in the existing Cesar Chavez building at San Francisco State University into a private space for the University Club primarily for staff use and staff sponsored events. The project involved a change of use from office to assembly space, dictating an involved code research component showing the assembly space could be supported in the existing office space, with major changes to the fire suppression system. An Alternate Means and Methods Request was made, and granted, to use sprinklers at the existing windows, in lieu of a 1-hour rated assembly, as the code required.

The space converted to the University Club was a mezzanine level overlooking the University bookstore. An assembly hall lived above the space, and offices bordered it’s other wall. The building was a concrete structure, and thus there was no room to grow, making for a series of physical constraints in which to work around. The low ceiling height, dictated by triangulated concrete beams, drove the mechanical design, but also allowed for the design to provide more intimate and pubilc zones within the ceiling design.

LAURA HARDY portfolio 36

SAN FRANCISCO STATE - University Club 37 project: 01 02 03 04 05 06 07 08 09 10

Schematic Design - study model University Club - existing condi-

Floor

ALL OPTIONSReflected ceiling plan Finished images

LAURA HARDY portfolio 38 SFSU UCLUB NOVEMBER 29, 2017 50 54 53 51 50 52 G H F K J 21'-0" 21'-0" 21'-0" 21'-0" 12'-0" 12'-0" 12'-0" 12'-0" 48'-0" 84'-0" SFSU UCLUB SEMPTEMBER 7, 2018

plan

SAN FRANCISCO STATE - University Club 39 project: 01 02 03 04 05 06 07 08 09 10 15 U UCLUB SEMPTEMBER 7, 2018 DESIGN OPTION - SQUARE BULKHEAD 1 SFSU UCLUB SEMPTEMBER 7, 2018 DESIGN OPTION - ANGLED TRANSITION SFSU UCLUB SEMPTEMBER 7, 2018

Schematic Design - ceiling

Principal in Charge: Charles Dilworth

Role: Project Architect

Budget: Confidential

Size: 40,000 SF

Location: Pier on Embarcadero (SF, CA)

Delivery Method: Competitive Bid

Firm of Record: DE+

Images: Laura Hardy & DE+

Status: Complete, 2017

Pier Workplace Renovation

- Programming and Interiors Remodel

This project was the renovation of a nationally listed historic pier in San Francisco was for the headquarters of our client. Dilworth Eliot lead the programming studies before the design effort.

The goal of the renovation was to break down organizational silos and significantly increase employee collaboration in a facility that is rendered more transparent and accessible. Organizationally, the leaders believed the staff didn’t have enough chance encounters in which to discuss ideas. A central kitchen was designed to act as one of the zones where this might occur. The new

double height lounge area adjacent to the kitchen served to open the space up to more daylight.

In coordination with the client’s long-term leasing strategy, MEP systems were re-designed to significantly improve occupant comfort while reducing operational expenses.

The structural impact was kept to inside the pier, as working outside (underneath) the pier would have created significant coastel permits and fees.

LAURA HARDY portfolio 40

PROLOGIS - Pier 1 41 project: 01 02 03 04 05 06 07 08 09 10 04.18.2016 3 PIER 1 PROGRAMMING SUMMARY Q4 | Department Adjacencies 04.18.2016 17 PIER 1 PROGRAMMING SUMMARY Q18 | Overall Pier 1 Number of People who Typically Attend Meetings 04.18.2016 18 PIER 1 PROGRAMMING SUMMARY 61 42 29 0 10 20 30 40 50 60 70 TOTAL Number of Meetings Video Conference Meetings Weekly Monthly Quarterly Q19 | Total Pier 1 Video Conference Meetings 04.18.2016 20 PIER 1 PROGRAMMING SUMMARY Q19 | Overall Pier 1 Video Conference Meetings 04.18.2016 24 PIER 1 PROGRAMMING SUMMARY Use constantly 14% Important 43% Somewhat important 36% Not important 7% Large Conference Room with VC (8+ people) Important 55% Somewhat important 27% Not important 18% Medium Conference Room (6-8 people) Use constantly 46% Important 40% Somewhat important 7% Not important 7% Medium Conference Room with VC (6-8 people) Use constantly 43% Important 43% Somewhat important 14% Small Meeting Room with CS (4 people) Use constantly 25% Important 33% Somewhat important 25% Not important 17% Small Meeting Room (4 people) Use constantly 39% Important 23% Somewhat important 15% Not important 23% Focus Room (1-2 people) Use constantly 23% Important 23% Somewhat important 31% Not important 23% Open/Informal Meeting Areas (2-10 people) Q22 | Overall Pier 1 Importance of Meeting Room Sizes Use constantly Important Somewhat important Not important  * See department specific slides for individual responses Programming

LAURA HARDY portfolio 42 06.02.2016 SFO main

key plan San Francisco VIDEO CONFERENCE (ORD) HUDDLE HUDDLE 06.02.2016 SFO

glass

and full glass partition key plan San Francisco CONFERENCE 06.02.2016 SFO main

San Francisco VIDEO (ORD) small

key plan Paris Seattle 02.27.2015 / 06.02.2016

Paris Seattle 02.27.2015 / 06.02.2016

key plan Paris Seattle 02.27.2015 / 06.02.2016

key plan Paris Seattle 02.27.2015 / 06.02.2016 LEVEL 1 0" LEVEL 2 9' 8" PASSENGER GALLERY 13' 10" T.O. PLATFORM 1' 6" 6 2 TYP. 11 10 2 TYP. 3 16 TYP. 4 3 6 17 19 7 TYP. LEVEL 1 0" 5 69 5 66 5 63 5 60 5 1' 6" 5 16 TYP. 16 TYP. 2 TYP. 2 TYP. 3 7 TYP. 16 TYP. 16 TYP. 16 TYP. 15 17 17 7 TYP. 1066 HOWARD STREET SAN FRANCISCO, CA 94103 (415) 255-9740 REVISION DE+ PROJECT NUMBER DATE SHEET TITLE SHEET NO. PIER 1 INTERIOR IMPROVEMENTS A3.53 NTERIOR LONG SECT ONAL ELEV 05/05/2016 14 0501 100% DD 1/4" = 1'-0" 2 NORTH LONG SECTIONAL ELEVAT ON - WEST SIDE 1/4" = 1'-0" 1 NORTH LONG SECTIONAL ELEVAT ON - EAST S DE LEGEND KEYNOTES CASEWORK: SEE PARTITION PLAN FOR MORE INFORMATION GUARDRAIL: SEE PARTITION PLAN FOR MORE INFORMATION STAIR: SEE PARTITION PLAN FOR MORE INFORMATION PLATFORM, WITH STAIRS AND RAMP: SEE PARTITION PLAN FOR MORE INFORMATION. FRAMED GLAZING: SEE PARTITION PLAN FOR MORE INFORMATION FRAMELESS GLAZING: SEE PARTITION PLAN FOR MORE INFORMATION EXISTING STRUCTURE TO REMAIN, TYP. EXISTING HISTORIC GUARDRAIL; PROTECT THROUGHOUT CONSTRUCTION ACTIVITY SUSPENDED CEILING: SEE REFLECTED CEILING PLAN FOR MORE INFORMATION EXISTING CHANNEL GLASS PARTITION TO REMAIN NEW, RELOCATED, OR REWORKED WINDOW OPENING IN EXISTING CHANNEL GLASS PARTITION; RELOCATE AND CUT FULL-HEIGHT CHANNELS AS NEEDED; RELOCATE EXISTING CUT CHANNELS AS NEEDED DASHED LINE INDICATES LOCATION OF PREVIOUS WINDOW OPENING IN CHANNEL GLASS RADIANT GYPSUM WALL PANELS; REFER TO MECHANICAL DRAWINGS FOR MORE INFORMATION AND EXTENT OF PANELING 1 2 3 4 5 7 6 8 9 10 11 12 FLATSCREEN DISPLAY PANELS (BY OTHERS) EXISTING EXTERIOR CONCRETE WALL BEYOND EXISTING EXTERIOR GLAZING AND/OR DOOR BEYOND NEW STRUCTURE; SEE STRUCTURAL DRAWINGS WOOD VENEER FASCIA, PART OF SUSPENDED CEILING SYSTEM STAINED RECLAIMED WOOD SLAT WALL PANELING FLAT STOCK STEEL EDGE CONCRETE WALL PANELING FEATURE WALL, PERFORATED METAL PANEL; SEE A5.13 14 15 16 17 13 18 19 20 21 22 NO.DESCRIPTION LEVEL 1 0" LEVEL 2 9' 8" B E 1 3 C 9 B 2 B 7 A 1 PASSENGER GALLERY 13' 10" T.O. PLATFORM 1' 6" 8 9 TYP. 9 OPEN TO LOUNGE BEYOND 2 7 TYP. 7 7 TYP. 10 TYP. 11 11 12 15 16 TYP. D B 5 C 8 C 10 10 11 16 E E 1 C 3 C 9 D C 8 C DILWORTH ELIOT STUDIO 1066 HOWARD STREET SAN FRANCISCO, CA 94103 (415) 255-9740 PIER 1 INTERIOR IMPROVEMENTS PIER 1, BAY 1, THE EMBARCADERO SAN FRANCISCO, CALIFORNIA 94111 1/4" = 1'-0" 2 EAST CROSS SECTIONAL ELEVATION - THROUGH LOBBY LEGEND KEYNOTES CASEWORK: SEE PARTITION PLAN FOR MORE INFORMATION GUARDRAIL: SEE PARTITION PLAN FOR MORE INFORMATION STAIR: SEE PARTITION PLAN FOR MORE INFORMATION PLATFORM, WITH STAIRS AND RAMP: SEE PARTITION PLAN FOR MORE INFORMATION. FRAMED GLAZING: SEE PARTITION PLAN FOR MORE INFORMATION FRAMELESS GLAZING: SEE PARTITION PLAN FOR MORE INFORMATION EXISTING STRUCTURE TO REMAIN, TYP. EXISTING HISTORIC GUARDRAIL; PROTECT THROUGHOUT CONSTRUCTION ACTIVITY SUSPENDED CEILING: SEE REFLECTED CEILING PLAN FOR MORE INFORMATION EXISTING CHANNEL GLASS PARTITION TO REMAIN NEW, RELOCATED, OR REWORKED WINDOW OPENING IN EXISTING CHANNEL GLASS PARTITION; RELOCATE AND CUT FULL-HEIGHT CHANNELS AS NEEDED; RELOCATE EXISTING CUT CHANNELS AS NEEDED DASHED LINE INDICATES LOCATION OF PREVIOUS WINDOW OPENING IN CHANNEL GLASS RADIANT GYPSUM WALL PANELS; REFER TO MECHANICAL DRAWINGS FOR MORE INFORMATION AND EXTENT OF PANELING 1 2 3 4 5 7 6 8 9 10 11 12 FLATSCREEN DISPLAY PANELS (BY OTHERS) EXISTING EXTERIOR CONCRETE WALL BEYOND EXISTING EXTERIOR GLAZING AND/OR DOOR BEYOND NEW STRUCTURE; SEE STRUCTURAL DRAWINGS WOOD VENEER FASCIA, PART OF SUSPENDED CEILING SYSTEM STAINED RECLAIMED WOOD SLAT WALL PANELING FLAT STOCK STEEL EDGE CONCRETE WALL PANELING FEATURE WALL, PERFORATED METAL PANEL; SEE A5.13 14 15 16 17 13 18 19 20 21 22 Sections

board room, glass doors and full glass partition

3 main board room,

doors

board room, glass doors and full glass partition

meeting rooms, glass doors and sidelights

3 small meeting rooms, glass doors and sidelights

Meeting room - custom graphcs

PROLOGIS - Pier 1 43 project: 01 02 03 04 05 06 07 08 09 10 UP UP B E 1 C 3 A 1 7 5 69 5 66 5 63 5 60 5 57 5 4 5 51 5 48 71 5 (E) EMR 1836 (E) TEL 1837 HALL 1801 (E) VIDEOCONF (ORD) (E) VIDEOCONF (DFW) (E) VIDEOCONF (SFO) 1811 MECH 1814 FITNESS 1821 M SHOWER 1823A W SHOWER 1824A WOMEN 1825 MEN STOR 1827 (E) ELEC 1838 IT/ STORAGE 1842 COPY MEETING 1844 TOILET 1846 VIDEOCONF 1841 HALL 1820 WAITING 1800 OPEN WORK 1840 HALL 1835 OPEN WORK 1848 OPEN WORK 1832 OPEN WORK 1830 OPEN WORK 1831 OPEN WORK 1834 OPEN WORK 1849 OPEN WORK 1851 STORAGE 1839 STRETCHING 1822 HALL 1828 OPEN WORK VIDEOCONF 1845 OPEN WORK MECHANICAL 1822A OPEN WORK 1833 PANTRY 1818 D B 5 C 14'-11 1/4" BIKES 1809 RECORDING STUDIO TOILET W LOCKER M LOCKER HALL 1816 BOARD ROOM LOUNGE 1815 STOR 1845A STOR 1821A LIVING ROOM 1817 MAIL 1804 TOILET 1806 PLATFORM 1819 HUDDLE 1815A HUDDLE CLO. VIDEOCONF 1849B FOCUS 1849A FOCUS 1830B HUDDLE 1832A HUDDLE 1832B FOCUS VIDEOCONF 1802 COATS KITCHEN 1803 PLOT DATE: PLAN NORTH 5/5/2016 5:36:53 PM 1/8" = 1'-0" 1 FIRST FLOOR FURNITURE PLAN C 3 A 1 7 5 69 5 66 5 63 5 6 5 57 5 4 5 51 5 48 71 5 (E) TEL STOR 2824 OPEN WORK 2800 VIDEOCONF 2810 WOMEN 2814 COFFEE BAR 2821 MOTHERS' ROOM 2813 MEN 2815 STOR 2816 (E) ELEC 2822 HALL 2820 FOCUS 2832 VIDEOCONF 2833 VIDEOCONF 2834 VIDEOCONF 2835 D B 5 C 8 C OPEN WORK 2828 MECHANICAL VIDEOCONF 2818 OPEN WORK 2817 OPEN WORK 2819 OPEN WORK 2829 OPEN WORK 2830 OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW VIDEOCONF 1845 BELOW VIDEOCONF 1841 BELOW OPEN TO BELOW OPEN TO BELOW LOUNGE 2802 OPEN WORK 2803 PRODUCTION CLOSET FOCUS 2803A OPEN WORK VIDEOCONF 2805 CLOSET 2806 IDF 2807 FOCUS 2808 HUDDLE 2830A VIDEOCONF 2801 HUDDLE 2819A HUDDLE 2819B OPEN WORK 2803B PLOT DATE: PLAN NORTH 5/5/2016 5:36:59 PM 1/8" = 1'-0" 2 SECOND FLOOR FURN TURE PLAN

floor plan Second floor plan

condition images Vicinity map

First

Built