Michael Royer 2018 Architectural Professional Portfolio by Michael Royer

Michael Royer

Recent Work

1 Part 1

Professional Work 01 Uber Mission Bay 1 & 2 02 West Hollywood Belltower 03 The Main Museum of Los Angeles Art 04 Farmerâ&#x20AC;&#x2122;s & Merchantâ&#x20AC;&#x2122;s Bank Restaurant 05 Griffith Park House 06 Domino Sugar - Site D 3

Uber Mission Bay 1 & 2 Architectural Designer (2017 - Present) Quezada Architecture - Arch. of Record Client: Uber Technologies, Alexandria Real Estate Location: San Francisco California

Uber Mission Bay 1 & 2 are two construction office buildings that will contain the Uber World Headquarter’s when completed. The project was designed by SHoP Architects and Quezada Architecture was the Architect of Record for the project. The project is a fast track project which has required much of the documentation to be done as the project was already under construction. The project consists of two buildings joined by overhead pedestrian bridges. These buildings have a double layer facade system that acts as a common space for the client and provides a front of house circulation space. This project is currently under construction and topped out in April of 2018. My role on this project was to produce permit sets, construction documentation and provide construction administration through responing to RFI’s, creating ASI’s and responding to submittals. Much of my work was focused on the pedestrian bridges that link the two buidlings and detailing out the seismic joints and other conidtions that were effected by possible seisimic movement. I also supported senior team members in detailing the facade, rooftop, amd back of house spaces.

CONSTRUCTION PHOTO Both Buildings topped out in April of 2018 with construction continuing to the present of the curtain wall installation and concrete slab pours.

Facade Rendering This image shows the double layered facade with the MB 2 building in the foreground and MB1 building in the background. This image was developed by SHoP architects.

Uber Mission Bay

17' - 10 1/2"

WT-02A GL-02B/SG

WT-02D GL-03B/SG

WT-02A GL-02B/SG

WT-02D GL-03B/SG

TEL

FIXED SKYLIGHT OPERABLE SKYLIGHT

30' - 0" 6 EQ. DIVS.

1 A-S-255

@ 5' EACH

@ 5'-0" EACH

2 A-S-255

3 A-S-250

1 1 A-S-256

7 A-S-403

2' - 0" X 2' - 0" 2 HR. RATED ACCESS PANEL WT-04

19 EQ. DIV. @ 5'-0" EACH

35' - 1 1/8"

1.5 A-N-250

2' - 6"

44' - 8 3/8"

17' - 10 1/2"

4 A-S-403

4' - 11" 4' - 11"

5' - 0"

WT-01 GL-01/SG

LEVEL 7 FLOOR PLAN 17' - 4" 14' - 5 1/2"

6 EQ. DIV.

@ 5'0" EACH

30' - 0"

69' - 1" SEAL & SIGNATURE

S-A

DRAWN BY

A-N-204

09.19.2017 15101.00 QA

CHECKED BY PF/ET 2015-0824-5071 DBI APP DRAWING NUMBER

N-B

DATE PROJECT NO. S-C

S-B

100' - 0"

N-A.5

N-C LEVEL 7

1/8" = 1'-0"

A-N-107

1 A-N-107

F.O.G

10 A-S-408

20' - 8"

WT-03A GL-03/SG

S-D

EX-S2

3 A-S-403 EX-S2

ST3 VEST. 20' - 3 5/8" 2-07ST3V WT-03A GL-03/SG

EX-Q2x

L2x

GLASS WALL WITH SPRINKLERS PER CBC SECTION 404.6

[No Slope] OPEN TO BELOW

C2x

2' - 11 1/4"

3% L2x

L2x

2-0740 XB

EX-P2

EX-U2x

ML-5B

8 1/4" CONC. HOUSEKEEPING PAD

ML-5B

EX-U2x EX-U2x

ML-5B

WT-03A

WT-03A GL-03/SG (SHADOWBOX UNITS W/O INSULATION)

WT-03B GL-03E/SG

WHITE PERFORATED METAL PANEL, C/S PERFORM LOUVER

FAN EQUIPMENT SEE MEP DWGS

2 A-S-403

OPEN TO BELOW

WT-01 GL-01/SG (SHADOWBOX UNITS W/O INSULATION)

OPEN TO BELOW

5' - 0"

27' - 0"

5' - 0" 5' - 0" 5' - 0"

28' - 4" 15' - 0"

REV

02.23.2018 02.09.2018 01.12.2018 01.12.2018 08.17.2017 08.23.2017 06.30.2017 03.10.2017 11.30.2016 09.30.2016 DATE

6 EQ. DIV.

@ 5'0" EACH

30' - 0"

DRAWING TITLE

LEVEL 7 MECH PENTHOUSE PLAN

F.O.G.

5' - 0"

2' - 6"

4' - 11" 4' - 11"

DATE

14' - 5 1/2"

274' - 8"

S-H

S-J

S-K

PROJECT NO. DRAWN BY

1515 - PENTHOUSE

1/8" = 1'-0"

15101.10 QA

A-S-107

1 A-S-107

Plan View of Level 7

ELEVATION The relationship between the two buildings and the linkages of the bridges can be seen in the elevation. The variety of wall types is also shown.

02.23.2018

CHECKED BY PF/ET 2015-0824-5062 DBI APP DRAWING NUMBER

S-L

This plan view shows the relationship of the roof deck on level 7 of the South building and its connection view bridge to the commons area of the north building.

BULLETIN # 7 ASI #020 ASI #022 ASI #019 ASI #010 ASI #009 BULLETIN # 6 BULLETIN # 4 BULLETIN # 2 ISSUED FOR CONSTRUCTION ISSUE

ARE-SAN FRANCISCO NO. 50, LLC, AND ARE-SAN FRANCISCO NO. 51, LLC, AS THE CASE MAY BE, SHALL BE DEEMED THE OWNERS OF THIS INSTRUMENT OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS. THE INFORMATION CONTAINED HEREIN IS PRELIMINARY IN NATURE AND HAS BEEN MADE AVAILABLE "AS IS" AND WITHOUT WARRANTIES OF ANY KIND, EITHER EXPRESS OR IMPLIED, AND SHALL BE USED SOLELY FOR THE PURPOSE OF OBTAINING BID PACKAGES. ACCORDINGLY, AND TO THE FULLEST EXTENT PERMITTED BY LAW, NONE OF ARE-SAN FRANCISCO, NO. 50, LLC, ARE-SAN FRANCISCO NO. 51, LLC, ALEXANDRIA REAL ESTATE EQUITIES, INC., ZWISCHEN, LLC and UBER TECHNOLOGIES, INC., SHoP ARCHITECTS, P.C., QUEZADA INC., OR ANY AFFILIATES OF THE FOREGOING SHALL HAVE ANY LIABILITY IN CONNECTION WITH THE USE OF THE INFORMATION PROVIDED HEREIN.

S-5

ELECTRICAL PANEL SEE MECH. DWGS

30' - 0"

S-G

SITE DIAGRAM

S-6

WT-01 1 A-S-250 GL-01/SG

6 EQ. DIV.

S-F

5' - 2"

WT-03A GL-03/SG

WT-03A GL-03/SG SKYLIGHT ABOVE

@ 5'0" EACH

S-E

23 20 19 18 9 8 7 5 2

S-4

6 A-S-403

WT-03B GL-03E/SG

LOT 29 N

13' - 9 1/2"

12 A-S-414

WT-01 GL-01/SG

L2x

STR POSTS, SSD

FAN ROOM 2-0760 988 SF

2-0760 X

WT-03A GL-03/SG

A-S-203 A-S-301

EX-N2

EX-U2x

CONCRETE CURB

1515 (LOT 29)

THIRD STREET

S 1515

S-3.5 WT-02G GL-02B/SG (SHADOWBOX UNITS W/O INSULATION)

WT-03B MT-03

LINE OF WALL ABOVE

28" ACCESS DOOR

WT-03B GL-03E/SG

WT-01 GL-01/SG

BLOOM POWER MODULES 2-0750 XB

WALKWAY 3% PAD

3% KITCHEN MAKE UP AIR UNIT (FUTURE TI), REFER TO MEP DWGS.

20' - 7 3/4"

(SHADOWBOX UNITS W/O INSULATION)

13' - 4"

3% F.E.

(SHADOWBOX UNITS W/O INSULATION)

SKYLIGHT ABOVE

CONC. HOUSEKEEPING PAD, TYP.

A-S-202

WT-02C GL-03B/SG

CONC. HOUSEKEEPING PAD, TYP. W/ PMMA WATERPROOFING

ELEV. MACH. C2x C2x RM 2-0790 2-0790 X 60 SF

1' - 3 1/2"

188' - 11" SCRUBBER (FUT.), SEE MEP DWGS. MECH. AREA 'D' 2-0741 2-0741 X 355 SF

CLR.

4 A-S-256

J EX-R2

3' - 0 1/8"

EX-Q2x

E2 E2

C2x EX-S2x

9 A-S-409

188' - 8" F.E.

3 A-S-251

16' - 2 1/2"

BRIDGEVIEW WAY

S-3

BOILER ROOM 2-0750 902 SF

EX-T2

10 A-S-409

EX-T2

17' - 1 3/4"

SP AF

1515 3RD ST, SAN FRANCISCO, CA

S-2.5

FULLY LOUVERED DOUBLE DOOR

8' - 7"

FUEL CELL

KITCHEN AHU (FUTURE TI)

4 A-S-409

1' - 3 3/8"

C2x C2x

2-0810AP

1 7/8"

2-07ST3

C2x

23' - 3 7/8"

C2 E2

DN ST3 2-07ST3

18' - 3 1/4"

MISSION BAY

BLOOM ANCILLARY AND RSA PAD

AHU S-3

8' - 7 3/8"

[No Slope]

OPEN TO ABOVE

DRAWING TITLE

2' - 6"

2' - 10 1/2"

GL-03/SG

PLANTER

1 A-S-204

C2x

AHU S-5

SKYLIGHT ABOVE

F.O.G

2' - 0" X 2' - 0" 2 HOUR RATED ACCESS DOOR

C2x

F.E.C

REV WT-03B WT-03A GL-03G/SG GL-03E/SG

ARE-SAN FRANCISCO NO. 50, LLC, AND ARE-SAN FRANCISCO NO. 51, LLC, AS THE CASE MAY BE, SHALL BE DEEMED THE OWNERS OF THIS INSTRUMENT OF SERVICE AND SHALL RETAIN ALL COMMON LAW, 5 [No Slope] STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS. WT-03A A-S-373 WT-03B THE INFORMATION CONTAINED HEREINGL-03A/SG IS PRELIMINARY IN NATURE GL-03E/SG AND HAS BEEN MADE AVAILABLE "AS IS" AND WITHOUT WARRANTIES OF ML-10B 2 ANY KIND, EITHER EXPRESS OR IMPLIED, AND SHALL BE USED SOLELY A-S-312 FOR THE PURPOSE OF OBTAINING BID PACKAGES. ACCORDINGLY, AND TO THE FULLEST EXTENT PERMITTED BY LAW, NONE OF ARE-SAN EX-S2x FRANCISCO, NO. 50, LLC, ARE-SAN FRANCISCO NO. 51, LLC, ALEXANDRIA REAL ESTATE EQUITIES, INC., ZWISCHEN, LLC and UBER TECHNOLOGIES, INC., SHoP ARCHITECTS, P.C., QUEZADA INC., OR ANY OPEN TO AFFILIATES HAVE ANY LIABILITY IN BELOW OF THE FOREGOING SHALL WT-03A CONNECTION WITH THE USE OF THE INFORMATION PROVIDED HEREIN.

WT-01 GL-01/SG

F.O.G.

2' - 6"

WT-01 GL-01/SG

09.19.2017 S#3 ARCHITECTURE / MEP REV 1 01.20.2017 S#3 ARCHITECTURE / MEP 2-CS08 5 DATE ISSUEA-S-403

2-07ST3 X

F.O.G

2' - 6"

CONC. HOUSEKEEPING PAD, TYP. W/ PMMA WATERPROOFING

11 A-S-409 EMERGENCY GENERATOR

4' - 3"

9 A-S-408

3 A-S-256

WT-03B MT-03B

WT-02A GL-02B/SG

CONC. HOUSEKEEPING PAD, TYP. W/ PMMA WATERPROOFING

CONC. HOUSEKEEPING PAD, TYP.

UBER

F.O.G.

2' - 6"

15' - 0"

3EQ DIVS.

@ 5'-0" EACH

WT-03B GL-03E/SG

WT-02D GL-03B/SG

AHU S-4

MECH. AREA 'C' 2-0740 5700 SF

415.994.4605

SPRAY ON FP,TYP.

415.908.1880

1045 SANSOME STREET, SUITE 201 SAN FRANCISCO, CA 94111

EX-U2x

2-0750 XA

EX-T2

925.231.1604

STUDIO O+A 452 TEHAMA STREET SAN FRANCISCO, CA 94111

415.914.7457

EX-U2x

EDGE OF OPENING ABOVE

TEL

INTERIOR DESIGN

TEL

150' - 2"

MECH. AREA 'A' 2-0720 7229 SF

EMERGENCY ELEC. RM 2-0709 298 SF

415.412.5232

THE FIRE CONSULTANTS INC. 1981 N. BROADWAY, SUITE 400 WALNUT CREEK, CALIFORNIA 94596

415.403.3000

33 NORTH THE EMBARCADERO, SUITE 200 SAN FRANCISCO, CA 94111 TEL

30' - 0"

EX-N2

6 EQ. DIV. 6 EQ DIVS.

16' - 2 1/2"

OPEN TO BELOW

N-7

FUTURE GLASS CONFERENCE BOX

@ 5'0" EACH

30' - 0"

FUTURE GLASS CONFERENCE BOX

WT-03B GL-3E/SG

MT-04 CR-01 REF. TO STRUCT. DWGS FOR TIE BACK DETAILS

5' - 0"

EDGE OF OPENING ABOVE

2-0709 X

FUEL CELL ENC. 2-0780 970 SF

189' - 0"

N-6

WT-03A GL-03A/SG

F.E.

N-7

189' - 0"

2-0780 XB

2-0740 XA

LOUVERS)

2% F.E.

WT-03A GL-03A/SG

1.5 A-N-251

(NO WOOD SITE DIAGRAM

S#3 ARCH MEP ADDENDUM REV 1 - 09.19.2017

N-5.8

2-0780 XA

AHU-S-1 (SEE MEP DWGS, TYP.)

GL-03E/SG N

EX-P2

189' - 0 5/8"

12 2% A-S-408 WALKWAY PAD

TEL

CODE CONSULTANT

ONE POST ST., STE 2200 SAN FRANCISCO, CA 94104

SURFACE DESIGN, INC.

15' - 0"

CONC. HOUSEKEEPING PAD, TYP.

415.365.6900

ALFATECH

LANDSCAPE ARCHITECT

S-2

6 EQ. DIV.

11 A-S-408

EDGE OF OPENING ABOVE

LOT 33 WT-03B

OPEN TO BELOW

13 A-S-408

1' - 0"

189' - 0"

EX-T2

3 EQ. DIV.

ML-8B

(SHADOWBOX UNITS W/O INSULATION)

@ 5'0" EACH

ML-8B

WT-02G GL-02B/SG

EX-U2x

75 SF NFA OA LOUVER, REFER TO MEP DWGS

EX-T2

6 EQ. DIV.

ML-8B

ML-4B

13' - 4"

EX-N2

9'-0" HIGH WOVEN EX-N2x WIRE PARTITION TOILET A1 MECH. LOUVERS, W/3’x8’ DOOR + A1 (M) REFER TO MECH. 1’-0" TRANSOM: 190' - 4" 2-0706 HUSKY RACK & DWGS. A4x 163 SF WIRE OR EQUAL EX-C2 A2x MECH. LOUVERS, 3 ABOVE ML-12B ML-13BA-S-371 ML-14B ML-15B ML-16B ML-17B ML-18B

EX-T2

@ 5'0" EACH

EX-T2

415.568.2355

50 CALIFORNIA STREET, SUITE 3510 SAN FRANCISCO, CALIFORNIA 94111

ASSEMBLY

@ 5'0" EACH

ML-8B

SPRAY ON FP, TYP. MECHANICAL LOUVER WALL FOR AIR INTAKE AHU-S-2

EX-T2

F.E.

N 1455

ST2 VEST. 2-07ST2V 42 SF

EX-Q2

189' - 6"

EX-N2

THIRD STREET

4 A-S-250

C2 SP

E2 EX-R2

7' - 0 1/8"

3 EQ. DIV.

E2 E2

EX-R2

2-0705 X

EX-N2

TEL

GVK ELEVATOR CONSULTING SERVICES

INTERIOR DESIGN

@ 5'0" EACH

EX-N2 C2

1:20

EX-N2x

6 ML-8B

23' - 9 1/8"

ELEC 2-0701 203 SF

WT-02G GL-02A/SG (SHADOWBOX UNITS W/O INSULATION) 1 A-S-222

MECH. AREA 'B' 2-0730 2025 SF

50 CALIFORNIA STREET, 15TH FLOOR SAN FRANCISCO, CALIFORNIA 94111

VERTICAL TRANSPORTATION

THORNTON TOMASETTI 650 CALIFORNIA ST. SAN FRANCISCO, CA 94108 TEL

6 EQ. DIV.

ML-8B

EX-P2

2-07ST2

2-0701

EX-Q2 EX-S2

188' - 8" AHU S-2 189' - 0" CONC. HOUSEKEEPING PAD, TYP.

EX-Q2

ST2 2-07ST2 178 SF

HEINTGES & ASSOCIATES

STRUCTURAL ENGINEER

TEL

S-1

415.331.5133

TEL

BUILDING ENVELOPE

650.344.9901

MEP ENGINEER

E2 C2

189' - 6" UTILITY 2-0702 69 SFEX-N2

2-0706 X

3' - 10"

1 2-CS07 A-S-372

EX-R2

189' - 6"

MECH RM. 2-0705 712 SF

2-0708AP

F.E.C

28' - 11"

2-0710 X

188' - 11"

2 A-S-202

1 A-S-403

ML-11B

2-0700 X

MECH RM. 2-0708 114 SF

QUEZADA ARCHITECTURE 1 ARKANSAS STREET, D2 SAN FRANCISCO CA 94107

212.889.9005

FREYER & LAURETA, INC. 144 NORTH SAN MATEO DRIVE SAN MATEO, CALIFORNIA 94401 TEL

EX-U2x

EX-S2

EX-P2

EX-S2

EX-R2x

TEL

2' - 6"

EX-R2

4' - 0"

E3 B2

SERVICE 2-0708 LOBBY CG 2-0704 C2 125 SF

ML-7B

EX-N2x

F.E.C EX-R2x

A-S-217a

ML-9B

SOUTH STREET

1515 (LOT 29)

8' - 8"

L2-1

C2 EX-N2x

32' - 5 1/2"

SEE ENLARGED PLAN A-S-143c FOR MECH EX-N2x PENTHOUSE FLOOR FINISH [No Slope]LAYOUT ML-22B A-S-217a

TOILET (W) 2-0707 211 SF

A4x

EX-N2x

ELEVATOR LOBBY 2-0700 207 SF

2-07ST2 X

K2 EX-N2x

ACCESS. VIEW TERRACE 2-0710 2% 6765 SF

21' - 1 3/8"

10' - 8"

A&B ELEVATOR OVERRUN

3 A-S-255

ARCHITECT OF RECORD

233 BROADWAY 11TH FL. NEW YORK, NY 10279

CIVIL ENGINEER 23

F.O.G.

E2 E2

DESIGN ARCHITECT SHoP ARCHITECTS

HB HOSE BIB, 14/A-S-400 SEE PLUMBING DRAWINGS IN FLOOR DUPLEX OUTLET, SEE ELECTRICAL DRAWINGS

4' - 11" 4' - 11"

WT-04 MT-07

MT-07

L2-1

F.E.C

EX-R2

[No Slope]

2 A-S-256

2-0704 X

4' - 6 1/4"

2-0707 AP

2-0707 X

2-07ST1 X

OPEN 1455 SPACE (LOT 33) (LOT 34) PIERPOINT LANE (LOT 22)

BRIDGEVIEW WAY

ELEVATOR CONTROL RM 2-0703 251 SF

E2 E2

2-0703 X

F.E.C C2 SP

MECH. DUCT A 2-0770A 201 SF

EX-Q2 AF

2-0770 AP

2% ST1 VEST. 2-07ST1V 58 SF

7' - 8 5/8"

3 A-S-252

MISSION BAY BLVD SOUTH

ST1 2-07ST1 178 SF

2-07ST1

3% 2% 2%

@ 5'-0" EACH

A-S-201

1 A-S-220

WT-04 MT-07

MECH DUCT B 2-0770B

E2 E2

EX-Q2 EX-Q2

2 A-S-107

WT-02A GL-03G/SG

S-L 14' - 5 1/2"

5' - 0"

EX-U2x

4' - 4 5/8"

WT-03A GL-03A/SG GLASS SMOKE PARTITION WITH SPRINKLERS AT 6' O.C. , TYP. BOTH SIDES PER 2013 CBC SEC. 404.6, SEE NOTE 5.

15' - 0"

415.554.8844

MISSION BAY BLVD SOUTH

@ 5'-0" EACH 1 A-S-149b

3'-0" X 3'-0", 2HR RATED ACCESS PANELS. ELEV. HEIGHT VIF.

9 A-S-403

1455 3RD ST, SAN FRANCISCO, 2% CA [No Slope]

1 A-S-221

S-K

30' - 0" 6 EQ DIVS.

EX-N2

5' - 2" 5' - 0"

27' - 0"

5' - 0" 10' - 0" 28' - 4"

[No Slope]

S-J

30' - 0" 6 EQ. DIVS

F.O.G

30' - 0"

5' - 0"

6 EQ. DIVS.

30' - 0"

A-N-271

3 EQ. DIV.

C2x

WT-01 GL-01/SG

F.O.G

2 A-S-149b

MISSION BAY 190' - 4"

A-S-200

1-07BR XA

42" MIN. HIGH GUARDRAIL TYP.

WT-03B GL-03E/SG

ST2 VEST. 1-07ST2V 83 SF

F.E.C

35' - 0"

7 EQ. DIV.

415.908.1880

S-H

30' - 0" 6 EQ DIVS.

415.994.4605

BAROMETRIC RELIEF

@ 5'0" EACH

1-07ST2

COMMONS 1-0751 144 SF

N-A

8 TEL A-S-403

WT-02F GL-02A/SG

S-G

6 EQ DIVS.

@ 5'-0" EACH

452 TEHAMA STREET SAN FRANCISCO, CA 94111

A-S-312

S-F 30' - 0"

6 EQ DIVS.

[No Slope]

OPENINGS ABOVE

2' - 0"

C2x

@ 5'-0" EACH

STUDIO O+A

2 A-N-253 1-07OF XA

WT-02A GL-02B/SG

2' - 4"

BRIDGE#2 ROOF 1-07BR 678 SF

N-5

3 A-N-275

FIRE SPINKLERS AT BOTH SIDES OF ATRIUM DOOR & PORTAL, PER NOTE 5, TYP.

WT-02D GL-03A/SG

1/2"

13' - 9 1/2"

UP DN

E2x

@ 5'-0" EACH INTERIOR DESIGN

SURFACE DESIGN, INC. 7

33 NORTH THE EMBARCADERO, SUITE 200 SAN FRANCISCO, CA 94111

S-E

6 EQ DIVS

925.231.1604

@ 5'-0" EACH LANDSCAPE ARCHITECT

[No Slope]DAMPER. SEE MECH. DWG'S

@ 5'-0" EACH

ST2 1-07ST2 172 SF

@ 5'-0" EACH

8 A-N-306

REFER TO A-N-102 FOR EXTENT OF MUSEUM BASE

TRENCH DRAIN

2 A-N-204

-9 79'

30' - 0"

N-6

WT-02D GL-03A/SG

TEL

415.403.3000

[No Slope]

2' - 6"

E2 C2

PLANTER

8 EQ DIVS.

C2x C2

1981 N. BROADWAY, SUITE 400 WALNUT CREEK, CALIFORNIA 94596

6 EQ DIVS.

WT-03B [No Slope] GL-03E/SG

OPEN TO BELOW

TEL

SAFETY GLAZING, SEE SHEET A-S-300 FOR GLAZING TYPES SP STAND PIPE SP ROOF STANDPIPE AF AIR FILL PANEL F FIXED SKYLIGHT O OPERABLE SKYLIGHT F.E. BRACKET MOUNTED FE RECESSED FE CABINET BP ACCESS CONTROL / DOOR ACTUATOR BOLLARD, 15/A-S-400 SEE ELEC./SEC. & DOOR SCHED. RB CRASH RATED BOLLARD, SEE 4/A-S-610 23 ACC ACCELEROMETER PER SF AB-O58, SEE ELECT. DWGS CG CORNER GUARD

2' - 10 1/2"

ONE POST ST., STE 2200 SAN FRANCISCO, CA 94104 TEL

UBER

3 A-N-503

WT-03B GL-03E/SG

C2x

1-07ST2W

A-S-107

30' - 0"

EX-N2

1-0706

A-N-202

1 A-N-253

1-07ST2V

30' - 0"

TEL IDF 1-0706 107 SF

@ 5'-0" EACH

6 EQ. DIV.

WT-02B MT-06

L2-1

1-0700B

1 A-N-221

1/8" = 1'-0"

S-D

274' - 8"

30' -INC. 0" THE FIRE CONSULTANTS

MECHANICAL PENETRATION, SEE 2%MECH. DWGS

WT-02F GL-02A/SG

WT-03B GL-03E/SG

A2 B2

@ 5'-0" EACH

K2 K2

6 EQ. DIVS.

5' - 0"

TOILET (M) 1-0705 267 SF

WT-02C GL-03C/SG

1-CS07

OPEN TO BELOW

1 A-N-255

42" MIN. HIGH GUARDRAIL, TYP.

15' - 0"

- 0"

N-5

1515 - PENTHOUSE - BRIDGE 2

415.568.2355

415.412.5232

CODE CONSULTANT

[No Slope] [No Slope]

N-4

3 EQ DIV.

R 6'

SEE TYP. ENLARGED PLAN 2/A-N-142a FOR FLOOR FINISH LAYOUT

GLASS INFILL TO GUARDRAIL HEIGHT TRANSOM. OPEN ABOVE

@ 5'0" EACH

TEL

50 CALIFORNIA STREET, SUITE 3510 SAN FRANCISCO, CALIFORNIA 94111 TEL

TEL GLASS INFILL TO 415.914.7457 INTERIOR GUARDRAIL HEIGHTDESIGN TRANSOM.ASSEMBLY OPEN ABOVE

INTERIOR SIDE OF CORNER TO BE PAINTED ALUMINUM (MT-03), TYP.

1 A-N-271

GUARDRAIL AT BACK OF LADDER

30' - 0"

1-0701

FSAE LOBBY 1-0700 L2-1 789 SF

TRENCH DRAIN

WT-03B GL-03E/SG

WT-01 GL-01/SG

PLANTER ABOVE COMMONS 1-0750 949 SF

F.E.

4 A-N-530

42" MIN. HIGH GUARDRAIL, TYP.

L2-1 1-0700A

WT-03B GL-03E/SG

6 EQ. DIVS.

N-3.6 UP 1-CS08

WT-03B GL-03E/SG

(FSAE)

50 CALIFORNIA STREET, 15TH FLOOR SAN FRANCISCO, CALIFORNIA 94111

GVK ELEVATOR CONSULTING SERVICES

30' ALFATECH

- 0" 10'

30' - 0"

200' - 0"

TYP.

EDGE OF BOX ABOVE OPEN OFFICE 1-0720 12746 SF

L2-1

13 A-N-351

F.E.C

6 EQ. DIV.

1-0703 B2 F.E.C

7 A-X-576

(FSAE)

WT-03B GL-03E/SG

TRENCH DRAIN

K2 K2

@ 5'-0" EACH

2 A-N-255

@ 5'-0" EACH

TOILET (W) 1-0704 197 SF

2 A-S-251

415.331.5133

HEINTGES & ASSOCIATES

VERTICAL TRANSPORTATION

S-C

MEP ENGINEER

TEL

N-3

35' - 0"

1-07OF XB

N-4

E2 E2

TEL

BUILDING ENVELOPE

650.344.9901

415.365.6900

1045 SANSOME STREET, SUITE 201 SAN FRANCISCO, CA 94111

1-07OF XC

5' - 0"

1 A-S-320

1 A-S-143c

212.889.9005

FREYER & LAURETA, INC. 144 NORTH SAN MATEO DRIVE SAN MATEO, CALIFORNIA 94401 TEL

THORNTON TOMASETTI 650 CALIFORNIA ST. SAN FRANCISCO, CA 94108 TEL

4' - 11"

ARE - SAN FRANCISCO NO. 50, LLC

1700 OWENS ST., SUITE 590 SAN FRANCISCO, CA 94158

F.E.C

2-0730 X

TEL

STRUCTURAL ENGINEER

2' - 10 1/2"

KNOX-BOX 2' - 6" 4' - 11"

QUEZADA ARCHITECTURE 1 ARKANSAS STREET, D2 SAN FRANCISCO CA 94107

CIVIL ENGINEER

MUSEUM BASE

SHoP ARCHITECTS 233 BROADWAY 11TH FL. NEW YORK, NY 10279

2-0702 X

RECESSED FIRE EXTINGUISHER CABINET BP ACCESS CONTROL / DOOR ACTUATOR BOLLARD, SEE ELEC./SEC. & DOOR SCHED. RB CRASH RATED BOLLARD, SEE 4/A-N-610 ACC ACCELEROGRAPH PER S-B S-A SF AB-058, SEE ELEC DWG'S

N-2

ARCHITECT OF RECORD

DESIGN ARCHITECT

BRACKET MOUNTED FIRE EXTINGUISHER

F.E.

ALEXANDRIA REAL ESTATE EQUITIES, INC.

UBER TECHNOLOGIES, INC. ALEXANDRIA REAL ESTATE EQUITIES, INC.

SCORED CONCRETE FLOOR CAP AT WT-01

@ 5'0" EACH

AF F O

N-1.5

OWNERSHIP ENTITY

OWNER

ENTRANCE GRATING

F.E.C

5 A-N-503

UTILITY 1-0702 CG 42 SF

SERVICE LOBBY 1-0703 B2 107 SF

C2x

1-0700C

30' - 0"

6 EQ. DIV.

@ 5'-0" EACH

C2x E2

K2 B2

ELEC 1-0701 138 SF

ST1 1-07ST1 172 SF

15' - 0"

C/S COMMONS NON-RAISED FLOOR C/S COMMONS INFILL FLOOR

ROOF WALKWAY PAD

E2x

K4 C2x

3 EQ. DIV.

C/S COMMONS RAISED FLOOR

FIBERGLASS BAR.GRATE(GREYW'TER) (LEVEL 1 ONLY)

DN C2x

WT-02B MT-06

WT-03B GL-03E/SG

E2 E2

C2x

@ 5'-0" EACH

E2x

C2x

1-0702

1-07ST1V

C2x

WT-03B MT-03

2 A-N-256

C2x F.E.C

1-07ST1

30' - 0"

6 EQ. DIV.

@ 5'-0" EACH

2 A-N-153a

ST1 VEST. 1-07ST1V 59 SF

N-5.8

C/S NON-RAISED FLOOR C/S INFILL FLOOR

STAND PIPE ROOF STANDPIPE AIR FILL PANEL

26' - 10"

2 EQ DIVS 2' - 6"

WT-02A GL-02B/SG

F.E.

N-1

@ 5'-0" EACH

WT-02A GL-02A/SG

2' - 6"

OFFICE VIEW PORTAL

1 A-N-252

N-3

2.5 A-N-251

TI INFILL FLOOR C/S RAISED (ACCESS) FLOOR

SAFETY GLAZING, SEE SHEET A-N-300 FOR GLAZING TYPES

CG CORNER GUARD14' - 5 1/2"

TI NON-RAISED FLOOR

FLOOR CAP AT WT-01

+A-N-200 A-N-200

TI RAISED FLOOR

SEE SHEET A-S-730 FOR ROOM FINISH SCHEDULE & A-S-300 FOR FLOOR FINISH DESIGNATIONS. ACCESS CONTROL PEDESTALS & FIRE DEVICES TO HAVE ARCHITECTURAL FINISH, COORDINATE WITH ARCHITECT. FOR DIMS. NOT SHOWN IN OVERALL PLANS SEE ENLARGED PLANS. SEE SHEETS A-S-022 & A-S-023 FOR INTERIOR AND NON-FACADE EXTERIOR WALTYPES. MCNICHOLS DURADECK FIBERGLASS BAR GRATING. SPRINKLERS AT ATRIUM GLASS WALL PER CBC 2013 SEC. 404.6 @ 6'-0" O.C. AT INTERIOR SIDE, AND 6'-0" O.C. AT ATRIUM SIDE WHERE A WALKING SURFACE OCCURS. REFER TO A-S-353 FOR SPRINKLER DETAILS.

5. 6.

SCORED CONCRETE (1515 ONLY)

24' - 7 1/2"

OFFICE VIEW PORTAL

INTERIOR SIDE OF CORNER TO BE PAINTED ALUMINUM (MT-03), TYP.

WT-02A GL-02B/SG

1 A-N-256

1. 2. 3. 4.

ENTRANCE GRATING

2' - 6"

N-2

N-3.6

415.554.8844

LEGEND

NOTES:

SEE DETAIL 1/A-S-023 FOR TYPICAL FLOOR TO FLOOR SEPERATION DETAIL, ALSO SEE GLASS WALL TYPES INDICATED ON PLANS AND REFER TO ENCLOSURE DETAIL SHEETS FOR EACH WALL TYPE AND ADDITIONAL INFORMATION SHOWING EDGE OF SLAB AND FLOOR TO FLOOR SEPERATION ON THOSE SHEET DETAILS SPECIFIC TO THE WALL TYPE ASSEMBLY AND PROVIDE IN THE EXTERIOR ENVOLOPE DRAWINGS.

ARE - SAN FRANCISCO NO. 50, LLC

SAN FRANCISCO, CA 94158

WT-02A GL-02A/SG

WT-02D GL-03A/SG

ALEXANDRIA REAL ESTATE EQUITIES, INC.

UBER TECHNOLOGIES, INC. ALEXANDRIA REAL ESTATE EQUITIES, INC. 1700 OWENS ST., SUITE 590

ROOF WALKWAY PAD ROOF CONC. PAVERS

2 EQ DIV.

5 EQ. DIV.

1 A-N-220

NOTES CONT.: OWNERSHIP ENTITY

OWNER

C/S COMMONS INFILL FLOOR FIBERGLASS PLANKING (1515 ONLY)

ROOF CONC. PAVERS

WT-02D GL-03A/SG 24' - 7 1/2"

N-1.5

1 A-N-203

@ 5'0" EACH

3 A-N-201

@ 5'-0" EACH

N-1

2' - 10 1/2"

WT-02A GL-02A/SG

C/S INFILL FLOOR

C/S COMMONS NON-RAISED FLOOR

2' - 6"

@ 5'-0" EACH

1 A-N-222

C/S NON-RAISED FLOOR

C/S COMMONS RAISED FLOOR

F.O.G

19 EQ. DIVS.

C/S RAISED (ACCESS) FLOOR

SOUTH STREET

44' - 8 3/8"

35' - 1 1/8"

2' - 4"

N-C

TI INFILL FLOOR

Uber Mission Bay

BULLETIN 7 - 02.23.2018

3 A-N-252

100' - 0"

TI RAISED FLOOR TI NON-RAISED FLOOR

(LOT 22)

N-B

N-A.5

LEGEND

OPEN 1455 SPACE (LOT 33) (LOT 34) PIERPOINT LANE

N-A

NOTES: 1. SEE SHEET A-N-730 FOR ROOM FINISH SCHEDULE & A-N-300 FOR FINISH FLOOR FINISH DESIGNATIONS. 2. ACCESS CONTROL PEDESTALS & FIRE DEVICES TO HAVE ARCHITECTURAL FINISH, COORDINATE WITH ARCHITECT. 3. FOR DIMS. NOT SHOWN IN OVERALL PLANS SEE ENLARGED PLANS 4. SEE SHEETS A-N-022 & A-N-023 FOR INTERIOR & NON-FACADE EXTERIOR WALL TYPES. 5. SPRINKLERS AT ATRIUM GLASS WALL PER CBC 2013 SEC. 404.6. (1) SPRINKLER PER EA. GLASS PANEL, 6'. SPACING, BOTH SIDES WHERE THERE IS WALKWAY AT THE ATRIUM SIDE. 6. EXTERIOR SHEATHING DETAILS AND SPECIFICATIONS TO BE SUBMITTED UNDER THE EXTERIOR ENVELOPD ADDENDUM.

TEL

415.554.8844

DETAIL OF SEISMIC JOINT AT BRIDGE 6' - 5 5/8"

This detail shows the sliding joint required for the movement of the bridge and its relationship to the facade, doors and structure of the build9 ing. 1 1/2" = 1'-0" Joints in the facade system are placed to allow for movement during a seismic event. These joints are fireproofed by a series of bellows which create fire seperation between the interior of the building and the bridge piece. The bellows were designed based on design criteria given the the structures team.

BRIDGE STEEL CENTER TO CENTER, SSD

1' - 7"

DESIGN ARCHITECT SHoP ARCHITECTS 233 BROADWAY 11TH FL. NEW YORK, NY 10279

A-N-272a

TEL

FREYER & LAURETA, INC. 144 NORTH SAN MATEO DRIVE SAN MATEO, CALIFORNIA 94401

BRIDGE

650.344.9901

TEL

STRUCTURAL ENGINEER THORNTON TOMASETTI 650 CALIFORNIA ST. SAN FRANCISCO, CA 94108 TEL

3' - 9" MCE

415.365.6900

MEP ENGINEER ALFATECH ONE POST ST., STE 2200 SAN FRANCISCO, CA 94104 TEL

CONC. STRUCT. SLAB SLOPED TO DRAIN, SSD

SURFACE DESIGN, INC.

UNCURED NEOPRENE

33 NORTH THE EMBARCADERO, SUITE 200 SAN FRANCISCO, CA 94111

FLEXIBLE PROTECTION LAYER

3' - 9" MCE

TEL

DRAINAGE COMPOSITE WITH INTEGRAL FILTER FABRIC

415.914.7457

INTERIOR DESIGN ASSEMBLY

FILTER FABRIC (WHITE)

INTERIOR

415.403.3000

LANDSCAPE ARCHITECT

SCHEDULED ROOF ASSEMBLY OVER BRIDGE BLD'G INTERIOR

1045 SANSOME STREET, SUITE 201 SAN FRANCISCO, CA 94111

1455 - LEVEL 05

TEL

415.994.4605

1/2"

161' - 8"

ASI-012 BRID DETAILS PR DRAFT 9/22/

SASM SET IN BED OF HOT RUBBERIZED ASPHALT

1' - 7" DBE

215 MILS HOT FLUID APPLIED RUBBERIZED ASPHALT, FULLY REINFORCED WITH FABRIC

UBER

T.O. SLAB 1455 - LEVEL 05 160' - 0"

MISSION BAY

3' - 9" MCE

1455 3RD ST, SAN FRAN

1' - 7" DBE

MISSION BAY BLVD SOUTH

2HR FIRE BARRIER TO CONTAIN STRUCT. EXPANISION SLIDE AND FLOOR - FLOOR PER UL 2079

STRUCT. OF BRIDGE AND BLDG PERIMETER SUPPORT STEEL, SSD

BREAK AWAY RUBBERIZED EXPANSION JOINT 2 HR FIRE BARRIER TO CONTAIN STRUCT. EXPANSION SLIDE AND FLOOR- FLOOR PER UL 2079 AND ASTM 1966

FACADE BELOW BRIDGE

2 HR RATED DOOR HEAD SUPPORT AND SEALANT TO STRUCT. ABOVE

2'-8" MCE + 4"

2' - 8" MCE

BRIDGE 1- LEVEL 5 - SLIDING CONNECTION

N 1455

1 1/2" = 1'-0"

13 A 8 7

2 A-N-272a

RATED DOOR AND GLAZING ASSEMBLY 6X6HSS DOOR FRAME SUPPORT BEYOND

2' - 4 3/8" 2' - 8" MCE BLD'G INTERIOR

REV

9.22.2017 05.26.2017 08.23.2017 06.30.2017 09.30.2016 08.23.2016 08.01.2016 03.24.2016 03.08.2016 DATE

AS S# AS BU ISS ISS 10 50 50 IS

ARE-SAN FRANCISCO NO. 50, LLC LLC, AS THE CASE MAY BE, SHAL THIS INSTRUMENT OF SERVICE A STATUTORY AND OTHER RESERVE THE INFORMATION CONTAINED H AND HAS BEEN MADE AVAILABLE ANY KIND, EITHER EXPRESS OR IM FOR THE PURPOSE OF OBTAININ AND TO THE FULLEST EXTENT PE FRANCISCO, NO. 50, LLC, ARE-SAN ALEXANDRIA REAL ESTATE EQUITI TECHNOLOGIES, INC., SHoP ARC AFFILIATES OF THE FOREGOING S CONNECTION WITH THE USE OF T

EXTERIOR

SCHEDULED GLASS FLOOR INSULATED MTL PANEL THRESHOLD

INTERIOR

THIR

2 HR RATED DOOR HEAD

RENDERING OF PEDESTRIAN BRIDGE LINKAGE In the final design two bridges diagonal bridges were used to connect the two buildings at multiple levels. Each bridge is two levels with one interior level and one exterior level.

BRIDG

OPEN SPACE (LOT 34)

IFRM OVER BRIDGE STEEL SEE A-N-803

1455 (LOT 33)

3'-9" MCE + 4"

212.889.9005

CIVIL ENGINEER

8'-7" TOP OF STEEL

T ON SIDE OF BRIDGE INTERIOR

SLOPE

1' - 2" DBE

FLOOR ENCLOSURE MTL COVER PANEL

2' - 8" 2HR RATED ENCLOSURE WALL/SOFFIT WRAPPING ON BOTH SIDES PER ICC-ES REPORT ESR-1388

1' - 2" DBE

DRAWING TITLE

BRIDGE P MOVEME SEC

BREAK AWAY RUBBERIZED EXPANSION JOINT 2HR RATED ENCLOSURE WALL/SOFFIT WRAPPING ON BOTH SIDES PER ICC-ES REPORT ESR-1388

EXTERIOR INTERIOR

GLAZING ASEMBLY ON UNDER SIDE OF BRIDGE

BREAK AWAY RUBBERIZED EXPANSION JOINT

PR DR

CH DB DR

FACADE BELOW BRIDGE STRUCT. OF BRIDGE AND BLDG PERMETER SUPPORT STEEL, SSD

BRIDGE 1 - LEVEL 4 NORTH - SLIDING CONNECTION

Uber Mission Bay

1 1/2" = 1'-0"

1 A-N-272a

PRESENTATION MODEL PROJECTIONS

MT-01

ALEXANDRIA REAL ESTATE EQUITIES, INC.

1515 LEVEL 5 - EAST PORTAL

UBER TECHNOLOGIES, INC. ALEXANDRIA REAL ESTATE EQUITIES, INC.

ARE - SAN FRANCISCO NO. 50, LLC

1 1/2" = 1'-0

1700 OWENS ST., SUITE 590 SAN FRANCISCO, CA 94158

1515

STRUCTURAL PORTAL FRAME FOR DOOR W/ 2 HR INTUMESCENT PAINT, SEE STRUCTURAL DWGS UL NO. X645

MT-03 TEL CR-01

DOOR, SEE SCHEDULE

415.554.8844

INTERIOR

MT-03 CR-01

1 A-N-271

MT-01

10"

ALIGN WT-06 2 HR RATED MOVEMENT JOINT PER UL 2079 AND ASTM 1966

DESIGN ARCHITECT

ARCHITECT OF RECORD

SHoP ARCHITECTS

QUEZADA ARCHITECTURE

233 BROADWAY 11TH FL. NEW YORK, NY 10279

1 ARKANSAS STREET, D2 SAN FRANCISCO CA 94107

TEL

212.889.9005

BUILDING ENVELOPE

FREYER & LAURETA, INC.

HEINTGES & ASSOCIATES

144 NORTH SAN MATEO DRIVE SAN MATEO, CALIFORNIA 94401

50 CALIFORNIA STREET, 15TH FLOOR SAN FRANCISCO, CALIFORNIA 94111

GVK ELEVATOR CONSULTING SERVICES

650 CALIFORNIA ST. SAN FRANCISCO, CA 94108

50 CALIFORNIA STREET, SUITE 3510 SAN FRANCISCO, CALIFORNIA 94111

TEL

415.365.6900

415.412.5232

MEP ENGINEER

CODE CONSULTANT

ALFATECH

THE FIRE CONSULTANTS INC.

ONE POST ST., STE 2200 SAN FRANCISCO, CA 94104

1981 N. BROADWAY, SUITE 400 WALNUT CREEK, CALIFORNIA 94596 TEL

415.403.3000

925.231.1604

LANDSCAPE ARCHITECT

INTERIOR DESIGN

SURFACE DESIGN, INC.

STUDIO O+A

33 NORTH THE EMBARCADERO, SUITE 200 SAN FRANCISCO, CA 94111

452 TEHAMA STREET SAN FRANCISCO, CA 94111

415.914.7457 415.908.1880 PLAN VIEW OF SEISMIC TELJOINT AT BRIDGE

INTERIOR DESIGN ASSEMBLY

3D - BRIDGE 2

A-N-271

415.568.2355

VERTICAL TRANSPORTATION

THORNTON TOMASETTI

TEL

EXTERIOR

TEL

650.344.9901

STRUCTURAL ENGINEER

TEL

BRIDGE REVEAL PORTAL MT-01

415.331.5133

CIVIL ENGINEER

TEL

BREAK AWAY PANEL W/ FALL PROTECTION WIRE TO HOLD PANEL FROM FALLING BELOW

This detail shows the sliding joint required for the415.994.4605 movement of the bridge and its relationship to the facade, doors and structure of the building in plan view. There are a sereies of break away panels that were provided to deal with the seismic movement. The vertical fire barrier can also be seen in this image 1515 thatLEVEL seperates 5 - WESTthe PORTAL bridge from the building.

1045 SANSOME STREET, SUITE 201 SAN FRANCISCO, CA 94111 A-N-271

SHEET PROVIDED FOR REFERENCE FOR SECTION DETAIL CALLOUTS BRIDGE CEILING CONDITION STILL UNDER COORDINATION

TEL

ASI-012 BRIDGE DETAILS PROGRESS DRAFT 9/22/2017

1 1/2" = 1'-0

UBER

2 HR FIRE RATED MINERAL MISSION BAY WOOL

1455 3RD ST, SAN FRANCISCO, CA

MT-01

BRIDGE REVEAL PORTAL WT-06

ALIGN

MT-03 CR-01

3 A-N-271

NON-RATED BREAK AWAY JOINT

EL 07

N 1455 13 A 8 7 5

14' - 4"

01 1' - 8"

EL 06

TYP. FULL HEIGHT GLASS UNIT

188' - 8"

MT-01

DOOR, SEE SCHEDULE

MT-03 7 CR-01

1455 - LEVEL 06

176' - 0" T.O. SLAB 1455 - LEVEL 06

REV

9.22.2017 05.26.2017 08.23.2017 06.30.2017 03.10.2017 09.30.2016 08.23.2016 08.01.2016 03.24.2016 03.08.2016 10.30.2015 09.03.2015 DATE

STRUCTURAL PORTAL FRAME FOR DOOR W/ 2 HR INTUMESCENT PAINT, SEE STRUCTURAL DWGS UL NO. X645

LOT 33

K2 N

190' - 4" T.O. SLAB 1455 - LEVEL 07

MT-01

1515 (LOT 29)

THIRD STREET

1455 - LEVEL 07

88' - 8"

INTERIOR

2 HR RATED WALL

GUARDRAIL GLASS UNIT (PER VEC2 ITEM # 67)

5 A-N-271

3' - 6"

2 HR. MOVEMENT JOINT PER UL 2079 AND ASTM 1966

OPEN 1455 SPACE (LOT 33) (LOT 34) PIERPOINT LANE (LOT 22)

MISSION BAY BLVD SOUTH

BREAK AWAY PANEL WIRE WAY W/ FALL PROTECTION BRIDGEVIEW TO HOLD PANEL FROM FALLING BELOW

EXTERIOR

SOUTH STREET

2 HR RATED WALL WT-02

90' - 4" EL 07

76' - 0" EL 06

This multi-media model was constructed from a vairety of plastics and then was mapped and proDOOR, SEE SCHEDULE jected on the simulate the deisgn intent of the Belltower. OWNERSHIP ENTITY OWNER

2 3/4"

= 1'-0"

MT-01

= 1'-0"

K2 MT-03 CR-01

= 1'-0"

2 HR. MOVEMENT JOINT PER UL 2079 AND ASTM 1966

SITE DIAGRAM

MT-03 CR-01 ASI #012 S#3 ARCHITECTURE / MEP REV 1 ASI #009 BULLETIN # 6 BULLETIN # 4 ISSUED FOR CONSTRUCTION DOOR, SEEPROCUREMENT SCHEDULE ISSUED FOR 100% CD 50% CD - ADDENDUM #1 1515 LEVEL 50% CD 100% DD 50% DD ISSUE

4 - EAST PORTAL

ARE-SAN FRANCISCO NO. 50, LLC, AND ARE-SAN FRANCISCO NO. 51, LLC, AS THE CASE MAY BE, SHALL BE DEEMED THE OWNERS OF THIS INSTRUMENT OF SERVICE AND SHALL RETAIN ALL COMMON LAW,

Uber Mission Bay

1 1/2" = 1'-0

DOUBLE LAYERED FACADE - COMMONS & OFFICE These details show the inter-relationship of the commons space that is an exterior enclosed space that is one of the main design features of the building. This design required each floor to be detailed independantly to account for the undulating slab edge that creates the space.

OWNERSHIP ENTITY

OWNER

S-6

S-5

ALEXANDRIA REAL ESTATE EQUITIES, INC.

UBER TECHNOLOGIES, INC. ALEXANDRIA REAL ESTATE EQUITIES, INC.

ARE - SAN FRANCISCO NO. 50, LLC

1700 OWENS ST., SUITE 590 SAN FRANCISCO, CA 94158 TEL

2' - 0"

3' - 7 1/2"

6' - 0"

1 A-S-315

S.S. GUARDRAIL

1 A-S-412

SKL-01

1515 - T.O. PENTHOUSE

MT-01 FASCIA PANEL

16' - 4"

206' - 8"

16' - 4"

206' - 8"

415.554.8844

PTD GYP

10' - 7"

MONORAIL FOR INTERIOR BMU

SHoP ARCHITECTS

TEL

1 A-S-409

1515 - PENTHOUSE

190' - 4"

14' - 4"

MT-02

FREYER & LAURETA, INC.

HEINTGES & ASSOCIATES

144 NORTH SAN MATEO DRIVE SAN MATEO, CALIFORNIA 94401

50 CALIFORNIA STREET, 15TH FLOOR SAN FRANCISCO, CALIFORNIA 94111 TEL

650.344.9901

415.568.2355

VERTICAL TRANSPORTATION

THORNTON TOMASETTI

GVK ELEVATOR CONSULTING SERVICES

650 CALIFORNIA ST. SAN FRANCISCO, CA 94108

50 CALIFORNIA STREET, SUITE 3510 SAN FRANCISCO, CALIFORNIA 94111

TEL

415.365.6900

415.412.5232

MEP ENGINEER

CODE CONSULTANT

ALFATECH

THE FIRE CONSULTANTS INC.

ONE POST ST., STE 2200 SAN FRANCISCO, CA 94104

1981 N. BROADWAY, SUITE 400 WALNUT CREEK, CALIFORNIA 94596

TEL

OPEN OFFICE 2-0620

415.331.5133

TEL

BUILDING ENVELOPE

STRUCTURAL ENGINEER

4d A-S-306

14' - 4"

1 ARKANSAS STREET, D2 SAN FRANCISCO CA 94107

212.889.9005

CIVIL ENGINEER

TEL

190' - 4"

INT. TYP.

QUEZADA ARCHITECTURE

233 BROADWAY 11TH FL. NEW YORK, NY 10279

1515 - PENTHOUSE

3 A-S-301

ARCHITECT OF RECORD

DESIGN ARCHITECT

MECHANICAL

WD-10 WOOD CEILING AND SOFFIT

TEL

415.403.3000

925.231.1604

LANDSCAPE ARCHITECT

INTERIOR DESIGN

SURFACE DESIGN, INC.

STUDIO O+A

33 NORTH THE EMBARCADERO, SUITE 200 SAN FRANCISCO, CA 94111

452 TEHAMA STREET SAN FRANCISCO, CA 94111

TEL

415.914.7457

415.908.1880

INTERIOR DESIGN

4b A-S-306

ASSEMBLY 1045 SANSOME STREET, SUITE 201 SAN FRANCISCO, CA 94111

1515 - LEVEL 06

176' - 0"

TEL

415.994.4605

176' - 0"

14' - 4"

WD-10

UBER

OPEN OFFICE 2-0520

RAISED FINISH FLOOR

MISSION BAY

SERVICE PLENUM

1515 - LEVEL 05

1515 3RD ST, SAN FRANCISCO, CA 1515 - LEVEL 05

1 A-S-301

161' - 8"

MISSION BAY BLVD SOUTH

WT-01

OPEN OFFICE 2-0420

4a A-S-306

1515 - LEVEL 04

BRIDGEVIEW WAY

1515 (LOT 29)

THIRD STREET

1515 - LEVEL 04

147' - 4"

SOUTH STREET

14' - 4"

HORIZONTAL STRUCTURAL TIE BACKS AS REQ'D

OPEN 1455 SPACE (LOT 33) (LOT 34) PIERPOINT LANE (LOT 22)

161' - 8"

147' - 4"

S 1515

LOT 29

14' - 4"

GL-03

SITE DIAGRAM

OPEN OFFICE 2-0320

1515 - LEVEL 03

133' - 0"

3' - 3 3/4"

10' - 11 1/4"

REV

3' - 8" F.O.G.

3' - 8 1/4"

7' - 0 1/2"

118' - 8"

DRAWING TITLE

16' - 8"

WT-05A 12' - 8"

2' - 5 3/4"

1515 - LEVEL 02

2' - 8 1/4" LOBBY

1' - 7" 13' - 0 1/2"

2' - 6"

1 ASK-100b

4' - 0"

3' - 7 1/2"

31' - 0"

118' - 8"

WALL SECTIONS

MT-05 BRONZE COLORED STAINLESS STEEL SILL COVER

1515 - LEVEL 01

BULLETIN # 7 ASI #010 ASI #009 BULLETIN # 6 BULLETIN # 2 ISSUED FOR CONSTRUCTION ISSUE

GL-01

1515 - LEVEL 02

02.23.2018 08.17.2017 08.23.2017 06.30.2017 11.30.2016 09.30.2016 DATE

1515 - LEVEL 01

102' - 0"

DATE PROJECT NO. DRAWN BY

03 A-S-400

Uber Mission Bay A-S-250

15101.10 QA

CHECKED BY PF/ET DBI APP 2015-0824-5062 DRAWING NUMBER

1/4" = 1'-0"

02.23.2018

WALL SECTION - WEST SOLARIUM

1/4" = 1'-0"

A-S-250

1 A-S-250

BULLETIN 7 - 02.23.2018

SKL-02 8' - 2 1/2"

14' - 4"

5' - 0 1/4"

23 9 8 7 2

BRONZE STAIR WRAPS The use of bronze coloring was another important design feature in the project provided the oppurtunity to create fascia pieces to enclose much of the strucutre that would hold up pieces such as stairs and cantilievers.

3/8" PTD STL BALUSTRADE SUPPORT FIN @ 5'-0" O.C. MODULE

1 1/2"

.064 BRONZE CLADDING 3/16"

1/4"

4" OC 3 7/8"

TYP.

4" OC 3 7/8"

1 1/2"

7' - 6"

3' - 8"

3 1/8"

1-1/2" WIDE X 5/8" TALL PTD STEEL GUARDRAIL, MT-04

3 1/8" 3' - 8"

1 1/4"

5/8"

3/4" MORTAR BED

5/8"

1/4"

1/8" SETTING BED

8' - 0 1/4"

3" 2 7/8"

1-1/2" PAINTED METAL HANDRAIL, MT-04

5/8"

2 7/8"

6" TYP.

1/4"

5/8"

1/8"

1/2" DIAMETER PTD STEEL ROD. TYP., MT-04

ANGLE BRACKET SUPPORT STEEL CHANNEL TREAD WITH 1" MORTAR BED (FASTEN AS REQ'D), ST-01 ANGLE BRACKET SUPPORT STEEL PLAN CLADDING WITH 5'-0" O.C. MT-03 VERTICAL JOINTS CR-01

2 1/4"

LIGHTS LOCATION SEE STAIR SECTION STEEL TUBE SUPPORTS (SIZED AS REQ'D PER STRUCTURAL)

CHANNEL OR FRAMING AS REQUIRED FIXTURE W/ ACCESSIBLE MOUNTING SCREWS BLOCKING

1/2"

ONLY APPLICABLE TO STAIR 1-CS01

Uber Mission Bay

West Hollywood Belltower

Project Designer (2015-2017) Tom Wiscombe Architecture Client: Orange Barrel Media & City of WeHo Location: West Hollywood, California The West Hollywood Belltower is an ongoing project in the City of West Hollywood in the heart of the Sunset Strip. It occupies a plot of land currently owned by the city, The city requested propsals for a reimagination of the billboard and to create a prototype for what billboards along the Sunset Strip could be in the future, It was slected as the prefrred project by a jury assembled by the City of West Hollywood, and reccomended to the City Council. This project is in partnership with Orange Barrel Media, MoCA, and Walter P Moore. The project is both a billboard and an architectural object. It seperates the media panels of the billboard to create occupiable space that the can be inhabited around. A center object was also placed between these petals that has projections of mutiple types depending on the content of the remaining parts of the billboard. The Belltower also provides a plaza and civic space which the city has the opputrunity use to add a civic focal point to the Sunset Strip. My role in this project was both that of the project corridnator and project designer. I worked on this project from its conception until the final second stage submittal which was recommended to the city council. I worked with our project team and consultants to put together the final content for the project.

I. KNOWN BILLBOARD TYPOLOGY

II. ROTATE TO VERTICAL

III. UNFOLD INTO THREE PETALS

IV. CREATION OF INTERIOR WORLD

CONCEPT DIAGRAM

TRANSFORMATION OF THE TYPOLOGY

The concept of the billboard was to create both a WEST HOLLYWOOD BELLTOWER | 05.18.2016 vertical media area and provide an interior to a Copyright TOM WISCOMBE ARCHITECTURE, INC. program that is usually read as a 2D flat image. The interior allows for additional programming to take place.

Image by Kilograph Studio

West Hollywood Belltower

BILLBOARD AS CIVIC SQUARE

The precent of Piazza San Marco was used to illustrate of the billboard becoming a civic square based around a vertical monument. We invisioned the billboard activating the adjacent spaces.

47 46

18'7"

9'-9"

19'-11"

EL. 353.73

9'-9"

EL. 357.09

26 03 A4.2

EL. 355.63

18'7"

SCOPE OF WORK BOUNDRY

EL. 355.81

" 18'-7

EL. 353.53

EL. 357.63

9'-9"

EL. 354.17 EL. 355.09

9'-9"

18'-7

EL. 354.31

3'-6

-3'-0"

EL. 354.88

3'-6"

24 03 A4.2

3'-6

-3'-0"

0'-0"

EL. 355.96

03 A4.2

EL. 354.46

EL. 352.96 EL. 353.46

EL. 353.46

SITTING STEPS 520 SF

EL. 351.46

PUBLIC SQUARE 1777 SF

PARKING VALIDATION EL. 352.55

REPLACED TREES

ENTRY

RETAINING WALL

GATE

A NE EL BIK

- TB

IT CC

F YO

ST WE

O WO LLY

EL. 351.46

Sculpture

SUN

GUARD BOOTH EXIT GA

SUNSET SPECTACULAR

OWNER

CITY OF WEST HOLLYWOOD ORANGE BARREL MEDIA

LVD

WEST HOLLYWOOD BELLTOWER BUILDER / OPERATOR

B S ET

ARCHITECT:

TOM WISCOMBE ARCHITECTURE 2404 WILSHIRE BLVD., SUITE 4B LOS ANGELES, CA 90057 (213) 674-7238 www.tomwiscombe.com

STRUCTURAL ENGINEER:

WALTER P MOORE 707 Wilshire Blvd #2100 LOS ANGELES, CA 90017 (310) 254-1905 WWW.WALTERPMOORE.COM

SITE PLAN NOTES: THIS DESIGN AND ASSOCIATED PLANS ARE THE INSTRUMENTS OF SERVICE OF TOM WISCOMBE ARCHITECTURE (TWA), AND HAVE BEEN GENERATED FOR THE CLIENT AND PROJECT LISTED ON THIS DOCUMENT. THEY ARE NOT TO BE USED, ALTERED, REPRODUCED, COPIED, OR DISTRIBUTED FOR ANY OTHER PROJECT WITHOUT WRITTEN PERMISSION FROM TWA. ANY USE OF THIS INFORMATION WITHOUT ADAPTION TO CHANGES IN CODE, STANDARDS, SITE CONDITIONS AND OTHER FACTORS IS AT THE OWNER’S SOLE RISK. TWA ASSUMES NO RESPONSIBILTIY FOR CHANGES MADE TO THESE PLANS BY OTHERS AND MAKES NO WARRANTIES, EITHER EXPRESSED OR IMPLIED, REGARDING THESE PLANS. THE OWNER AGREES TO DEFEND AND INDEMNIFY TWA FOR ALL CLAIMS, COSTS, LOSSES OR DAMAGES RESULTING FROM THE USE OF THIS INFORMATION. THESE PLANS HAVE BEEN PREPARED TO MEET GENERALLY ACCEPTED PROFESSIONAL STANDARDS AND PRACTICES. HOWEVER BUILDING CODE REQUIRMENTS VARY WITH LOCATION AND CHANGE FROM TIME TO TIME. THEREFORE, BEFORE STARTING CONSTRUCTION, THE CONTRACTOR SHALL REVIEW AND VERIFY ON SITE ALL DIMENSIONS, DETAILS, AND THEIR

HARDSCAPE/SOFTSCAPE

REVISIONS:

The Site of the Billboard is along the Sunset 02/10/17 to Strip and the Belltower creates 1/8"=1'-0" a civic plaza better interact with the Belltower object.CA

CORRELATION TO PROJECT ENGINEERING DOCUMENTS, AS WELL AS THEIR CONFORMANCE TO CURRENT BUILDING CODES. ANY DISCREPANCIES, ERRORS OR OMISSIONS IN PLANS, DIMENSIONS, NOTES, WRITTEN SPECIFICATIONS, OR DETAILS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF TWA IN WRITING PRIOR TO COMMENCING WORK, ALLOWING REQUIRED CORRECTIONS TO BE PERFORMED. ALL STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE/LIFE SAFETY REQUIREMENTS MUST ALSO BE REVIEWED BEFORE COMMENCEMENT OF CONSTRUCTION. IN ADDITION, NOTHING IN THESE PLANS SHALL BE UNDERSTOOD TO IMPLY MEANS AND METHODS OF THE CONTRACTOR, WHICH ARE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS ALSO RESPONSIBLE FOR QUALITY CONTROL AND CONSTRUCTION STANDRADS FOR THE PROJECT, AS WELL AS PROJECT SITE SAFETY

DESCRIPTION:

BY:

DATE:

SCALE:

DATE:

CHECKED:

DRAWN:

SHEET:

A1.10

West Hollywood Belltower

STAGING AREA MOTO CRANE

CONCRETE FOOTINGS

DELIVERY TRUCK

CONCRETE SLAB

TEMPORARY SCAFFOLDING AND SUPPORTS

CONCRETE SITTING STEPS

15'-6"

STAGE I

PREFABRICATED CHUNKS ARE DELIVERED TO SITE AND PLACED IN A STAGING AREA THAT TEMPORARILY REDUCES PARKING SPACES. PREFABRICATION DRAMATICALLY HELPS CONTROL OF QUALITY AND SPEED OF ERECTION

STAGING AREA STAGING AREA

MOTO CRANE

TINGS

DELIVERY TRUCK

SLAB

MOTO CRANE

CONCRETE FOOTINGS

DELIVERY TRUCK

TEMPORARY SCAFFOLDING AND CONCRETE SUPPORTS SLAB CONCRETE SITTING STEPS

STEPS

TEMPORARY SCAFFOLDING AND SUPPORTS

TEMPORARY SCAFFOLDING AND SUPPORTS CHERRY PICKER LIFTS

STAGE II STAGE I

STAGE I

PREFABRICATED CHUNKS ARE DELIVERED TO SITE AND PLACED IN A STAGING AREA THAT TEMPORARILY REDUCES PARKING SPACES. PREFABRICATION DRAMATICALLY HELPS CONTROL OF QUALITY AND SPEED OF ERECTION

TEMPORARY SCAFOLDING AND SUPPORTS HELP MAINTAIN POSITION OF PANELS. PREFABRICATED CHUNKS ARE DELIVERED TO SITE AND PLACED IN A STAGING AREA THAT TEMPORARILY REDUCES PARKING SPACES. PREFABRICATION DRAMATICALLY HELPS CONTROL OF QUALITY AND SPEED OF ERECTION

STAGE III 18'-4"

CONSTRUCTION CONTINUES WITH THE HELP OF CHERRY PICKER LIFTS. COMPONENTS ARE BOLTED TOGETHER

WEST HOLLYWOOD BELLTOWER

11'

SUNSET SPECTACULAR

12 DELIVERY TRUCK LOADS

OWNER

LIFTS

D BELLTOWER

NOTES:

THIS DESIGN AND ASSOCIATED PLANS ARE THE INSTRUMENTS OF SERVICE OF TOM WISCOMBE ARCHITECTURE (TWA), AND HAVE BEEN GENERATED FOR THE CLIENT AND PROJECT LISTED ON THIS DOCUMENT. THEY ARE NOT TO BE USED, ALTERED, REPRODUCED, COPIED, OR DISTRIBUTED FOR ANY OTHER PROJECT WITHOUT WRITTEN PERMISSION FROM TWA. ANY USE OF THIS INFORMATION WITHOUT ADAPTION TO CHANGES IN CODE, STANDARDS, SITE CONDITIONS AND OTHER FACTORS IS AT THE OWNER’S SOLE RISK. TWA ASSUMES NO RESPONSIBILTIY FOR CHANGES MADE TO THESE PLANS BY OTHERS AND MAKES NO WARRANTIES, EITHER EXPRESSED OR IMPLIED, REGARDING THESE PLANS. THE OWNER AGREES TO DEFEND AND INDEMNIFY TWA FOR ALL CLAIMS, COSTS, LOSSES OR DAMAGES RESULTING FROM THE USE OF THIS INFORMATION.

CTURE

POCKET FOR LED BOARD

STRUCTURAL ENGINEER:

WALTER P MOORE

9.8MM RESOLUTION LED PLANK, 4" WIDTH, 2" THICK

THESE PLANS HAVE BEEN PREPARED TO MEET GENERALLY ACCEPTED PROFESSIONAL STANDARDS AND PRACTICES. HOWEVER BUILDING CODE REQUIRMENTS VARY WITH LOCATION AND CHANGE FROM TIME TO TIME. THEREFORE, BEFORE STARTING CONSTRUCTION, THE CONTRACTOR SHALL REVIEW AND VERIFY ON SITE ALL DIMENSIONS, DETAILS, AND THEIR

707 Wilshire Blvd #2100 LOS ANGELES, CA 90017 (310) 254-1905 WWW.WALTERPMOORE.COM

STAGING AREA

TEMPORARY SCAFFOLDING AND SUPPORTS

MOTO CRANE

CHERRY PICKER LIFTS REVISIONS:

DELIVERY TRUCK

CORRELATION TO PROJECT ENGINEERING DOCUMENTS, AS WELL AS THEIR CONFORMANCE TO DESCRIPTION: CURRENT BUILDING CODES. ANY DISCREPANCIES, ERRORS OR OMISSIONS IN PLANS, DIMENSIONS, NOTES, WRITTEN SPECIFICATIONS, OR DETAILS SHALL BE BROUGHT TO THE TEMPORARY SCAFFOLDING AND SUPPORTS IMMEDIATE ATTENTION OF TWA IN WRITING PRIOR TO COMMENCING WORK, ALLOWING REQUIRED CORRECTIONS TO BE PERFORMED. ALL STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE/LIFE SAFETY REQUIREMENTS MUST ALSO BE REVIEWED BEFORE COMMENCEMENT OF WELDED ALUMINUM RIB CONSTRUCTION.

DATE:

STRUCTURAL ENGINEER:

ARCHITECT:

NON-CONTINUOUS WELDS CITY OF WEST HOLLYWOOD

TOM WISCOMBE ARCHITECTURE

WALTER P MOORE

2404 WILSHIRE BLVD., SUITE 4B LOS ANGELES, CA 90057 (213) 674-7238 www.tomwiscombe.com

BUILDER / OPERATOR

ORANGE BARREL MEDIA

DATE:

02/10/17

707 Wilshire Blvd #2100 LOS ANGELES, CA 90017 (310) 254-1905 WWW.WALTERPMOORE.COM

ALUMINUM BOX FRAME WITH RETURN CHECKED: HIGH SHEER CAPICITY BOLTED CONNECTION

SHEET:

A1.17

STAGE IV STAGE III STRUCTURE IS TOPPED OF WITH FINAL CHUNKS II OF CHERRY PICKER LIFTS. CONSTRUCTION CONTINUESSTAGE WITH THE HELP COMPONENTS ARE BOLTED TOGETHERPOSITION OF PANELS. TEMPORARY SCAFOLDING AND SUPPORTS HELP MAINTAIN

SUNSET SPECTACULAR 6-10 MM WELDED PERFORATED ALUMINIUM PLATE

THESE PLANS HAVE BEEN PREPARED TO MEET GENERALLY ACCEPTED PROFES STANDARDS AND PRACTICES. HOWEVER BUILDING CODE REQUIRMENTS VARY W AND CHANGE FROM TIME TO TIME. THEREFORE, BEFORE STARTING CONSTRUCT CONTRACTOR SHALL REVIEW AND VERIFY ON SITE ALL DIMENSIONS, DETAILS, A

707 Wilshire Blvd #2100 LOS ANGELES, CA 90017 (310) 254-1905 WWW.WALTERPMOORE.COM

BOX RETURN

WEST HOLLYWOOD BELLTOWER OWNER

SCALE:

DRAWN:

ACCESS PANEL SPACER

SPACER FOR EXPOSED JOINT HIGH SHEER CAPACITY BOLTED CONNECTION

THIS DESIGN AND ASSOCIATED PLANS ARE THE INSTRUMENTS OF SERVICE OF T ARCHITECTURE (TWA), AND HAVE BEEN GENERATED FOR THE CLIENT AND PRO THIS DOCUMENT. THEY ARE NOT TO BE USED, ALTERED, REPRODUCED, COPIED DISTRIBUTED FOR ANY OTHER PROJECT WITHOUT WRITTEN PERMISSION FROM OF THIS INFORMATION WITHOUT ADAPTION TO CHANGES IN CODE, STANDARDS, CONDITIONS AND OTHER FACTORS IS AT THE OWNER’S SOLE RISK. TWA ASSUM RESPONSIBILTIY FOR CHANGES MADE TO THESE PLANS BY OTHERS AND MAKES WARRANTIES, EITHER EXPRESSED OR IMPLIED, REGARDING THESE PLANS. THE TO DEFEND AND INDEMNIFY TWA FOR ALL CLAIMS, COSTS, LOSSES OR DAMAGE FROM THE USE OF THIS INFORMATION.

COMPONENT OVERVIEW BY:

CONSTRUCTION CONTINUES WITH THE HELP OF CHERRY PICKER LIFTS. STAGE I TOGETHER COMPONENTS ARE BOLTED PREFABRICATED CHUNKS ARE DELIVERED TO SITE AND PLACED IN A STAGING AREA THAT TEMPORARILY REDUCES PARKING SPACES. PREFABRICATION DRAMATICALLY HELPS CONTROL OF QUALITY AND SPEED OF ERECTION

WALTER P MOORE

2404 WILSHIRE BLVD., SUITE 4B LOS ANGELES, CA 90057 (213) 674-7238 www.tomwiscombe.com

NON-CONTINUOUS WELDS

IN ADDITION, NOTHING IN THESE PLANS SHALL BE UNDERSTOOD TO IMPLY MEANS AND METHODS OF THE CONTRACTOR, WHICH ARE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS ALSO RESPONSIBLE FOR QUALITY CONTROL AND CONSTRUCTION STANDRADS FOR THE PROJECT, AS WELL AS PROJECT SITE SAFETY

STAGE III

ALUMINUM BOX RIBS

TOM WISCOMBE ARCHITECTURE

BUILDER / OPERATOR

18 WHEELER WITH STRETCH DOUBLE DROP TRAILER

PORTS

STRUCTURAL ENGINEER:

ARCHITECT:

CITY OF WEST HOLLYWOOD ASSEMBLED CHUNKS ORANGE BARREL MEDIA

NOTES:

NOTES: THIS DESIGN AND ASSOCIATED PLANS ARE THE INSTRUMENTS OF SERVICE OF TOM WISCOMBE ARCHITECTURE (TWA), AND HAVE BEEN GENERATED FOR THE CLIENT AND PROJECT LISTED ON THIS DOCUMENT. THEY ARE NOT TO BE USED, ALTERED, REPRODUCED, COPIED, OR DISTRIBUTED FOR ANY OTHER PROJECT WITHOUT WRITTEN PERMISSION FROM TWA. ANY USE OF THIS INFORMATION WITHOUT ADAPTION TO CHANGES IN CODE, STANDARDS, SITE CONDITIONS AND OTHER FACTORS IS AT THE OWNER’S SOLE RISK. TWA ASSUMES NO RESPONSIBILTIY FOR CHANGES MADE TO THESE PLANS BY OTHERS AND MAKES NO WARRANTIES, EITHER EXPRESSED OR IMPLIED, REGARDING THESE PLANS. THE OWNER AGREES TO DEFEND AND INDEMNIFY TWA FOR ALL CLAIMS, COSTS, LOSSES OR DAMAGES RESULTING FROM THE USE OF THIS INFORMATION. THESE PLANS HAVE BEEN PREPARED TO MEET GENERALLY ACCEPTED PROFESSIONAL STANDARDS AND PRACTICES. HOWEVER BUILDING CODE REQUIRMENTS VARY WITH LOCATION AND CHANGE FROM TIME TO TIME. THEREFORE, BEFORE STARTING CONSTRUCTION, THE CONTRACTOR SHALL REVIEW AND VERIFY ON SITE ALL DIMENSIONS, DETAILS, AND THEIR

STRUCUTRAL CONCEPT VERSION 2 REVISIONS: SEMI-MONOCOQUE PREFAB CHUNKS

COMPONENT ASSEMBLY

WEST HOLLYWOOD BELLTOWER

BY:

DESCRIPTION:

SCALE: 1/3"=1'-0"

DATE:

SCALE:

DATE:

02/10/17

SUNSET SPECTACULAR

IN ADDITION, NOTHING IN THESE PLANS SHALL BE UNDERSTOOD TO IMPLY MEANS AND METHODS OF THE CONTRACTOR, WHICH ARE SOLELY THE RESPONSIBILITY OF THE

OWNER IS ALSO RESPONSIBLE FOR QUALITY CONTROL AND 3'-0" CONTRACTOR. THE CONTRACTOR

DRAWN:

ARCHITECT:

CITY OF WEST HOLLYWOOD

TOM WISCOMBE ARCHITECTURE

CONSTRUCTION STANDRADS FOR THE PROJECT, AS WELL AS PROJECT SITE SAFETY

2404 WILSHIRE BLVD., SUITE 4B 30 - 50% LASER CUT PERFORATED ALUMINUM LOS ANGELES, CA 90057 (213) 674-7238 WELDS www.tomwiscombe.com

ORANGE BARREL MEDIA

1'-6"

CHECKED:

STRUCTURAL ENGINEER:

SHEET:

WALTER P MOORE 707 Wilshire Blvd #2100 LOS ANGELES, CA 90017 (310) 254-1905 WWW.WALTERPMOORE.COM

A1.18

NOTES:

THIS DESIGN AND ASSOCIATED PLANS ARE THE INSTRUMENTS OF SERVICE O ARCHITECTURE (TWA), AND HAVE BEEN GENERATED FOR THE CLIENT AND P THIS DOCUMENT. THEY ARE NOT TO BE USED, ALTERED, REPRODUCED, COP DISTRIBUTED FOR ANY OTHER PROJECT WITHOUT WRITTEN PERMISSION FR OF THIS INFORMATION WITHOUT ADAPTION TO CHANGES IN CODE, STANDAR CONDITIONS AND OTHER FACTORS IS AT THE OWNER’S SOLE RISK. TWA AS RESPONSIBILTIY FOR CHANGES MADE TO THESE PLANS BY OTHERS AND MA WARRANTIES, EITHER EXPRESSED OR IMPLIED, REGARDING THESE PLANS. TO DEFEND AND INDEMNIFY TWA FOR ALL CLAIMS, COSTS, LOSSES OR DAM FROM THE USE OF THIS INFORMATION.

THESE PLANS HAVE BEEN PREPARED TO MEET GENERALLY ACCEPTED PROF STANDARDS AND PRACTICES. HOWEVER BUILDING CODE REQUIRMENTS VAR AND CHANGE FROM TIME TO TIME. THEREFORE, BEFORE STARTING CONSTR CONTRACTOR SHALL REVIEW AND VERIFY ON SITE ALL DIMENSIONS, DETAIL

MILLED SEAM IN ALUMINUM PANEL

OPEN SEAM BETWEEN PANELS

SEMI-MONOCOQUE DETAIL SCALE: 3"=1'-0"

PANEL FACADE SEAM DETAIL (MILLED + OPEN SEAMS)

SEMI-MONOCOQUE COMPONENTS

SCALE: 1"=1'-0"

WEST HOLLYWOOD BELLTOWER

A series of Semi-Monocoque welded steel panels were proposed for the belltower as a structural SUNSET SPECTACULAR and fabrication system. A semi monocoque system CITY OF WEST HOLLYWOOD TOM WISCOMBE ARCHITECTURE WALTER P MOORE allowed for the removal of interior structural ORANGE BARREL MEDIA members, which allowed for a reduced depth of panels down to 3’. OWNER

BUILDER / OPERATOR

STAGE III

ARCHITECT:

STRUCTURAL ENGINEER:

2404 WILSHIRE BLVD., SUITE 4B LOS ANGELES, CA 90057 (213) 674-7238 www.tomwiscombe.com

707 Wilshire Blvd #2100 LOS ANGELES, CA 90017 (310) 254-1905 WWW.WALTERPMOORE.COM

NOTES:

WEST HOLLYWOOD BELLTOWER SUNSET SPECTACULAR

OWNER

ARCHITECT:

STRUCTURAL ENGINEER:

BY:

DESCRIPTION:

DATE:

SCALE:

DATE:

1/4"=1'-0"

02/10/17 DRAWN:

SHEET:

A1.19

STAGE IV

CHECKED:

CONSTRUCTION CONTINUES WITH THE HELP OF CHERRY PICKER LIFTS. COMPONENTS ARE BOLTED TOGETHER

West Hollywood Belltower

DETAILS

REVISIONS:

STRUCTURE IS TOPPED OF WITH FINAL CHUNKS NOTES:

COMPONENT ASSEMBLY

REVISIONS:

DESCRIPTION:

BY:

DATE:

SCALE:

DATE:

02/10/17 DRAWN:

CHECKED:

DOUBLE C-PROFILES STEEL TUBE PROFILES

NORTH PANEL

VERSION 01

STEEL TUBE AND STABILIZING SKIN

VERSION 02 SEMI MONOCOQUE WELDED ALUMINUM BOXES NEGATIVE FIGURE STABALIZED WITH INNER OBJECT SURFACES BEHIND

WEST PANEL

EAST PANEL

1000 SF HIGH-RES LED BOARD

500 SF HIGH-RES LED BOARD INNER OBJECT

STRUCTURAL TUBE AXONOMETRIC

WEST HOLLYWOOD BELLTOWER SUNSET SPECTACULAR

OWNER

CITY OF WEST HOLLYWOOD

BUILDER / OPERATOR

ORANGE BARREL MEDIA

ARCHITECT:

TOM WISCOMBE ARCHITECTURE 2404 WILSHIRE BLVD., SUITE 4B LOS ANGELES, CA 90057 (213) 674-7238 www.tomwiscombe.com

STRUCTURAL ENGINEER:

WALTER P MOORE 707 Wilshire Blvd #2100 LOS ANGELES, CA 90017 (310) 254-1905 WWW.WALTERPMOORE.COM

REVISIONS: Environmental Features

DESCRIPTION:

AXONOMETRIC BY:

DATE:

SCALE:

DATE:

02/10/17 was Part of the proposed scheme for the billboard how it could begin to offset some of the CAenergy it was using and also provide a shaded public COPYRIGHT TOM WISCOMBE ARCHITECTURE, INC. A1.13 space. IN ADDITION, NOTHING IN THESE PLANS SHALL BE UNDERSTOOD TO IMPLY MEANS AND METHODS OF THE CONTRACTOR, WHICH ARE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS ALSO RESPONSIBLE FOR QUALITY CONTROL AND CONSTRUCTION STANDRADS FOR THE PROJECT, AS WELL AS PROJECT SITE SAFETY

DRAWN:

CHECKED:

SHEET:

West Hollywood Belltower

WEST PANEL

EAST PANEL

NORTH PANEL

WEST METAL OUTSIDE PANELS - 582.75 SF WEST METAL INSIDE PANELS - 1413.87 SF WEST LED PANELS - 1000.00 SF

EAST METAL OUTSIDE PANELS - 598.57 SF EAST METAL INSIDE PANELS - 987.63 SF EAST LED PANELS - 480.27 SF

NORTH METAL OUTSIDE PANELS - 1254.22 SF NORTH METAL INSIDE PANELS - 1270.35 SF

16'-3" 25'-1"

25'-3"

3'-0 1/2"

1/2" 2'-11

47'-6"

3'-4"

33'-2"

21'-11"

LED

23'-9 1/2"

26'-6"

LED

2'-11

1/2"

32'-7"

18'-5 1/2"

3'-0"

17'-2" 27'-10"

18'-8"

TOTAL AREAS

OVERSIZED PANELS USE BUTT JOINTS TO CREATE SEAMLESS LOOK

METAL PANELS - 6,107.39 SF LED - 1,480.27 SF COMBINED AREA - 7,587.66 SF

EXTERIOR FACADE AND MEDIA UNROLL

WEST HOLLYWOOD BELLTOWER

The image above shows the square footage of the unrolled facade pieces and LED media. This drawing was used from price estimation to determine CITY OF WEST HOLLYWOOD TOM WISCOMBE ARCHITECTURE the aluminum facade pricing and the LED2404 WILSHIRE pricing. BLVD., SUITE 4B

SUNSET SPECTACULAR

OWNER

BUILDER / OPERATOR

ORANGE BARREL MEDIA

ARCHITECT:

LOS ANGELES, CA 90057 (213) 674-7238 www.tomwiscombe.com

STRUCTURAL ENGINEER:

WALTER P MOORE 707 Wilshire Blvd #2100 LOS ANGELES, CA 90017 (310) 254-1905 WWW.WALTERPMOORE.COM

UNFOLDED PANELS

REVISIONS: CORRELATION TO PROJECT ENGINEERING DOCUMENTS, AS WELL AS THEIR CONFORMANCE TO CURRENT BUILDING CODES. ANY DISCREPANCIES, ERRORS OR OMISSIONS IN PLANS, DIMENSIONS, NOTES, WRITTEN SPECIFICATIONS, OR DETAILS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF TWA IN WRITING PRIOR TO COMMENCING WORK, ALLOWING REQUIRED CORRECTIONS TO BE PERFORMED. ALL STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE/LIFE SAFETY REQUIREMENTS MUST ALSO BE REVIEWED BEFORE COMMENCEMENT OF CONSTRUCTION. IN ADDITION, NOTHING IN THESE PLANS SHALL BE UNDERSTOOD TO IMPLY MEANS AND METHODS OF THE CONTRACTOR, WHICH ARE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS ALSO RESPONSIBLE FOR QUALITY CONTROL AND CONSTRUCTION STANDRADS FOR THE PROJECT, AS WELL AS PROJECT SITE SAFETY

DESCRIPTION:

BY:

DATE:

SCALE:

DATE:

02/10/17 DRAWN:

CHECKED:

MR SHEET:

A1.15

INTERACTIVE MEDIA This image shows a simulation of how interactive media could be used to control and change the interior of the billboard by the public throughout the day using their smartphones.

West Hollywood Belltower

TRANSLUCENT FACADE Perforations were created in the facade panels to allow the project to seem lighter and provide views through the base of the belltower to alliviate security concerns theat were brought up by the City of West Hollywood during the approval process.

BELLTOWER SECTION This drawing shows the Belltower’s relationship to the plaza and interior space within the belltower. It also shows one scheme of strucutring that was proposed. 72'-00"

MAXIMUM HEIGHT

PERFORATED ALUMINUM PANEL W/ KYNAR COATING OR MATTE STAINLESS STEEL PANEL

480 SQ FT HIGH RES LED BOARD

PLAZA LANTERNS

SUNKEN GROUNSCAPE 4' THICK PILE CAP 35' DEEP 2'-6" DIAMETER PILES

PUBLIC SQUARE

- 0'-0"

- 7'-0"

WEST HOLLYWOOD BELLTOWER SUNSET SPECTACULAR

OWNER

CITY OF WEST HOLLYWOOD

BUILDER / OPERATOR

ORANGE BARREL MEDIA

ARCHITECT:

TOM WISCOMBE ARCHITECTURE 2404 WILSHIRE BLVD., SUITE 4B LOS ANGELES, CA 90057 (213) 674-7238 www.tomwiscombe.com

STRUCTURAL ENGINEER:

WALTER P MOORE 707 Wilshire Blvd #2100 LOS ANGELES, CA 90017 (310) 254-1905 WWW.WALTERPMOORE.COM

NOTES:

GROUND LEVEL

BOTTTOM OF PILE CAP

SECTION

REVISIONS:

DESCRIPTION:

BY:

DATE:

SCALE:

3/8"=1'-0" West

DATE:

02/10/17 Hollywood Belltower DRAWN:

CHECKED:

MR SHEET:

A1.11

The Main Museum of Los Angeles Art Role: Project Designer (2015-2017) Tom Wiscombe Architecture Location: Los Angeles, California

The Main Museum of Los Angeles Art is a multiphase contemporary art museum currently in planning in the Old Bank District in Downtown Los Angeles. The project is located in across three existing buildings and winds through basement, ground, and rooftop levels. The first phase is called â&#x20AC;&#x153;Beta Mainâ&#x20AC;? and is currently under construction. The estimated final completetion for all phases is slated for 2020. I started working on this project shortly after the original schematic design was completed, and have further developed both the design and the strategy for moving the project forward. My roles included design work for the interior of the Farmers & Merchants bank building, which was added to the project after the completetion of SD. I was also in charge of writing the project manuel and researching possible code issues relating to the existing buildings. I have also been in charge of compliling a detailed project schedule with projected phasing

The Main Museum

15'-2"

26'-0"

10'-0"

17'-8"

11' 11

18'-8"

3,332 N. / 3,941 G. O.L. 111

SPRING STREET DOUBLE GLASS FOYER DOOR 72"

-13'-0"

29'-0"

3,222 N. / 3,273 G.

SEISMIC RETROFIT ZONE E

26'-0"

28 B

CLASS A GALLERY

GREEN VAULT

WOMEN'S W/C MUSEUM

171 N. / 239 G. O.L. 6

497 N. / 960 G.

UNISEX W/C I. 62 N. / 125 G.

MUSEUM BUFFER GALLERY

EXISTING RAMP UP TO REMAIN UNUSED

EGRESS MAX WIDTH 72"

MARBLE VAULT I. (WINE VAULT)

-13'-0"

-14'-9"

TO SUB-BASEMENT

SINGLE GLASS DOOR 36"

192 N. / 244 G. O.L. 1

KEYED ELEVATOR

MARBLE VAULT II. (DINING)

STAIR TO SUB-BASEMENT

CLOSED

MAIN GALLERY

433 N. / 534 G. O.L. 28

7,816 N. / 8,624 G. O.L. 261

CLOSED

CAUTION

29'-0"

55 N. / 95 G.

2628 N. / 4,416 G. O.L. 88

UNISEX W/C II.

ROLL-UP FIRE BARRIER

1949 N. / 2230 G. O.L. 65

(E) RAMP TO GROUND FLOOR UP

UNISEX

ELEVATOR 8' X 5' 8"

-13'-6"

CAUTION

122' EXIT

-13'-6"

21'-10 3/4"

F2 C

TO GROUND LEVEL

(E) STAIR TO GROUND FLOOR

32 ADA SPACE RELOCATED

MAIN STREET FOYER

ELECTRIC ROOM

346 N. / 756 G.

3,997 N. / 5,303 G. O.L. 266

(REMOVED VAULT)

(E) ELEVATOR TO REMAIN UNUSED

F&M LOUNGE

TO TUNNEL BELOW

ACCESS

TO GROUND LEVEL

08'-02" CEILING HEIGHT

108' EXIT ACCESS

-13'-0"

11' WIDE ROLL-UP DOOR

ELECTRIC ROOM

LOADING ZONE

(E) ELEVATOR TO REMAIN UNUSED

21'-8"

-13'-0"

-13'-10"

24'-10 3/4"

VOID OBJECT

1,613 N. / 2,696 G. O.L. 54

ACCESS

ELEVATOR MACHINE ROOM

38 SUB-BASEMENT OUTLINE

26'-0"

PARKING SPOT 45 REMOVED FOR EGRESS

TO SCULPTURE GARDEN

ELEVATOR 8' X 5' 8"

TO GROUND LEVEL

TO PIT

C E

92' EXIT

452 N. / 689 G.

VAULT ANTEROOM I.

362 N. / 481 G. O.L. 12

1,006 N. / 1561 G. O.L. 33

PARKING GARAGE 2

1'-6" CLEARANCE HEIGHT

GOLD VAULT

-13'-6"

14'-4"

26'-0"

TO SUBBASEMENT

INFINITY CHAMBER

CAUTION

907 N. / 1081 G. O.L. 32

PIT EGRESS MAX WIDTH 145"

-13'-0"

MEN'S W/C MUSEUM

LOWER FOYER

809 N. / 926 G. O.L. 1

CAUTION

-13'-10"

UTILITY ROOM / PHONE ROOM

(E) RAMP TO GROUND FLOOR

98' EXIT ACCESS

(E) STAIR TO GROUND FLOOR

128' EXIT ACCESS

346 N. / 775 G.

PARKING GARAGE 1

15'-6 3/4"

8 ADA SPACE RELOCATED

134' EXIT ACCESS

159'-1 1/2"

18'-6 1/2"

18'-3"

10'-6"

15'-0"

24'-3"

13'-11"

LONG GALLERY

TO ROOF

14'-3"

19'-10 1/4"

14'-0"

21'-0"

17'-0"

21'-0"

(E) STAIR TO GROUND FLOOR

26'-0"

17'-0"

16'-11"

27'-3"

11'-0"

29'-4"

109'-1 3/4"

30'-0"

EXIT ACC ES

30'-0"

77'

28'-10"

77' EXIT ACCESS

ART PREP. / CRATE STORAGE

1,580 N. / 2033 G. O.L. 7

BASEMENT

11' 11

TOILETS

URINALS

SINKS

TOILETS

SINKS

4 5 1 1

3 4 1 1

5 4 1 1

12 10 1 1

7 5 1 1

STANDARD PARKING STALLS COMPACT STALLS HANDICAP STALLS

41 11 2

TOTAL

OCCUPANCY LOADS FARMARS & MERCHANTS BANK VAULT GALLERIES STORAGE PATISSERIE LOWER LOBBY

EGRESS CAPACITY - THE MAIN 114 2 40

TOTAL HELLMAN BUILDING ART PREP. / CRATE STORAGE MAIN GALLERY & FOYER VAULT GALLERIES PIT GALLERY

173

TOTAL

406

BANKHOUSE GARAGE I LONG GALLERY

111

TOTAL

111

7 293 66 40

THE MAIN - PHASE III MUSEUM OF LOS ANGELES ART

E1 - STAIRS (72" R-R) E2 - STAIR (63" W-W) E4 - DOOR (72" R-R) E5 - DOOR (68" W-W) E7 - STAIR (39" W-W) E7 - STAIR (39" W-W) TOTAL

1,176

E4 - STAIR (77" R-R)

385

TOTAL

385

PLANS

MALE

RESTROOMS

EGRESS CAPACITY - PATISSERIE 240 210 240 226 130 130

A-3 (CAP 995) A-2 (CAP 598) A-2 KITCHEN (CAP 11) S (CAP 8)

FEMALE

OCCUPANCY TYPE A1 - ASSEMBLY 1 (FIXED SEATING) A2- ASSEMBLY 2 (RESTAURANT) A3 - ASSEMBLY 3 (MUSEUM CLASS A) A3 - ASSEMBLY 3 (MUSEUM CLASS B) A3 - ASSEMBLY 3 (SCULPTURE GARDEN) S - STORAGE & MECHANICAL

These plans show air seperation, egress and space 22 14 11 was9 quite 11 TOTAL REQUIRED planning. Each of these complicated be8 21 12 9 9 TOTAL DESIGNED cause of the histoic aspects of the building and the connection of multiple buildings. NUMBERS ABOVE INCLUDE SUB BASEMENT, BASEMENT, GROUND, LOWER MEZZANINE AND UPPER MEZZANINE

NOTES:

1. ALL CONSTRUCTION SHALL EXCEED THE LATEST EDITION OF CODES ADOPTED BY THE LOCAL GOVERNING AGENCIES. THESE SHALL INCLUDE: CALIFORNIA AND SAFETY CODES, ORDINANCES AND REQUIREMENTS ADOPTED BY GOVERNING AGENCIES. 2. THESE PLANS ARE FOR GENERAL CONSTRUCTION PURPOSES AND DEFINITION OF SCOPE OF DESIGN WORK ONLY. THEY ARE NOT EXHAUSTIVELY DETAILED NOR FULLY SPECIFIED OR DIMENSIONED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SELECT, VERIFY, AND INSTALL ALL MATERIALS AND EQUIPMENT. 3. THE ARCHITECT WILL NOT SUPERVISE CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION, AS WELL AS QUALITY CONTROL AND CONSTRUCTION STANDARDS FOR

REVISIONS: 5. THESE DRAWINGS HAVE BEEN PREPARED TO MEET GENERALLY ACCEPTED PROFESSIONAL STANDARDS AND PRACTICES. IT IS THE OWNER AND HIS/HER BUILDERS RESPONSIBILITY TO FOLLOW THE MATERIAL AND EQUIPMENT MANUFACTURERS INSTRUCTIONS, AND TO USE ACCEPTED STANDARDS FOR EACH BUILDING TRADE. TOPOGRAPHIC AND SUBSURFACE CONDITIONS SHOULD BE VERIFIED AND FOUNDATION PLANS ADAPTED ACCORDINGLY. BEFORE STARTING CONSTRUCTION, THE BUILDER SHOULD CHECK AND BE RESPONSIBLE FOR ALL DIMENSIONS AND OTHER DETAILS, AND SHOULD REVIEW THE PLANS FOR COMPLIANCE WITH GOVERNING CODE REQUIREMENTS FOR THE GEOGRAPHIC AREA IN WHICH THE BUILDING IS TO BE BUILT. ALL STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE/LIFE SAFETY REQUIREMENTS SHOULD ALSO BE REVIEWED BEFORE CONSTRUCTION BEGINS. CODES GOVERN OVER DRAWINGS.

DESCRIPTION:

The Main Museum BASEMENT -13'-6 BY:

DATE:

SCALE:

1/16"=1'-0"

DATE:

10/0

DRAWN:

BAR

OTB

29'-4" 134'-3"

15'-2"

26'-0" 7

12'-10"

24'-3"

WOMEN'S

FOYER

321 N. / 360 G.

348 N. / 358 G. O.L. 12

MEN'S

+88'-6"

ELEVATOR TO GROUND

14'-3"

13'-11"

10'-6"

18'-6 1/2"

DECKING

HOTEL SKYDECK

111 N. / 144 G.

REFLECTING POOL II.

ELEVATOR TO BOARD ROOM

MEN'S

POOL

172 N.

+92'-0"

UNISEX

39 N.

SOUTH RESTROOMS

DECKING

+92'-0"

+88'-6"

+87'-2"

19'-10 1/4"

WOMEN'S

+88'-8"

29'-0"

21'-0"

PUMP ROOM

26'-0"

21'-0"

281 N. / 315 G.

+87'-2"

310 N. / 357 G.

17'-0"

I FURTHER MEASUREMENT NEEDED FOR STAIR WIDTH AND WALL THICKNESS

139 N. / 168 G. O.L. 1

16'-11"

NORTH RESTROOMS ROOF ELEVATION RISES 16" SEE POOL BAY DIAGRAM FOR WATER FALL DETAIL

15'-0"

10'-0"

18'-8"

ADA STALL DOOR SWING OVERLAP WITH 30"X48" MANEUVERING SAPCE PAST DOOR SWING

STAIR TO BOARD ROOM

STORAGE

EARTHWAVE

11' 11

OTB 17'-8"

VIDEO ART WALL A

27'-3"

8 8'

15'-3 3/4"

30'-0" 3

18'-3"

30'-0" 2

STAGE

305 N. / 305 G. O.L. 20

REFLECTING POOL I.

11'-0"

28'-10" 1 MIDDLE OF ALLEY MARKER

AMPHITHEATER

1,038 N. / 1,591 G. SEATS 112

PROMENADE

+89'-6"

9553 N. O.L. 318

14'-0"

26'-0"

HELLMAN BUILDING ROOF STORAGE

FRONT PATIO

29'-0"

17'-0"

FARMERS & MERCHANTS NATIONAL BANK ROOF +93'-0"

N. 292 SF

F F2

21'-10 3/4"

ELEVATOR MECHANICAL ROOM

ARTIST STUDIO

MAIN DINING ROOM

ARTIST STUDIO

MAIN MUSEUM ARTISTS IN RESIDENCE PROGRAM

REFLECTING POOL III.

21'-8"

CAFE

1886 N. / 2730 G. O.L. 126

N. 303 SF

SHADED COURTYARD

608 N. / 677 G. O.L. 2

WALL INDICATED IN ROOF FRAMING PLAN

ARTIST STUDIO

N. 310 SF

N. 290 SF

N. 296 SF

14'-4"

26'-0"

960 N. / 1078 G. O.L. 64

109'-1 3/4"

+90'-6"

24'-10 3/4"

159'-1 1/2"

+89'-6"

E 4TH SREET

26'-0"

+92'-0"

ROOF

FARMERS & MERCHANTS PROP LINE

OVERHANG MEASUREMENTS FROM EXISTING FACADE

HELLMAN PROP LINE

MAIN ST. FACADE

FAKE SHADOW

GARAGE PROP LINE

FACADE PANEL SYSTEM

MAIN STREET

11' 11

OCCUPANCY LOADS BANKHOUSE GARAGE I AMPHITHEATER & STAGE (A-1) PER SEAT 150 176 PROMENADE (A-3) 30 NET

TOTAL

326

214 126 3

E7 - STAIRS (42" R-R)* E8 - STAIRS (48" R-R) E9 - STAIRS (42" R-R)* E10 - STAIRS (48" R-R)

140 160 140 160

TOTAL

343

TOTAL

600

MALE

RESTROOMS

EGRESS CAPACITY v1 BANKHOUSE GARAGE II PROMENADE & FOYER (A-3) 30 NET CAFE & KITCHEN (A-2) 15 NET MACHANICAL (S) 300 GR.

FEMALE

TOILETS

URINALS

SINKS

TOILETS

SINKS

A-1 (CAP 121) A-2 (CAP 203) A-3 (CAP 453)

2 3 3

1 2 4

1 3 3

4 6 8

2 4 5

TOTAL REQUIRED TOTAL DESIGNED

8 9

7 9

7 8

18 18*

11 12*

- 3 /8 "

2 SHIPLAP JOINT (GLUED) WITH STRUCTURAL ADHESIVE

3/16"

THE MAIN - PHASE IV 411 S. MAIN ST. LOS ANGELES, CA 90013 (310) 254-1905 www.themainmuseum.org

2404 WILSHIRE BLVD., SUITE 4B LOS ANGELES, CA 90057 (213) 674-7238 www.tomwiscombe.com

" 2 3 /4

TOM WISCOMBE ARCHITECTURE

2. THESE PLANS ARE FOR GENERAL CONSTRUCTION PURPOSES AND DEFINITION OF SCOPE OF DESIGN WORK ONLY. THEY ARE NOT EXHAUSTIVELY DETAILED NOR FULLY SPECIFIED OR DIMENSIONED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SELECT, VERIFY, AND INSTALL ALL MATERIALS AND EQUIPMENT. 3. THE ARCHITECT WILL NOT SUPERVISE CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION, AS WELL AS QUALITY CONTROL AND CONSTRUCTION STANDARDS FOR THIS PROJECT. THE CONTRACTOR IS THE SOLE RESPONSIBLE PARTY FOR CONSTRUCTION SITE SAFETY. THE CONTRACT SHALL MAINTAIN THE SITE IN AN ORDERLY MANNER CONTINUOUSLY THROUGHOUT THE PROJECT. THE STREET SHALL BE KEPT CLEAR OF OBSTACLES AND DEBRIS AT ALL TIMES. FAILURE TO COMPLY WITH CITY ORDINANCES WILL RESULT IN A SUSPENSION OF WORK UNTIL COMPLIANCE IS VERIFIED AT THE CONTRACTORS EXPENSE

STRUCTURAL:

WALTER P MOORE

3/16"

THE MAIN MUSEUM

ARCHITECT:

4 EPS FOAM CORE NOTES:

MUSEUM OF LOS ANGELES ART

CLIENT:

3 GLOSS BLACK EPOXY FINISH

- 3 /8 "

2 3 /4

1 WHITE FRP (FIRESHEILD 285) BUILT UP FIBERGLASS PANEL

707 WILSHIRE BLVD., #2100 LOS ANGELES, CA 90017 (310) 254-1900 www.walterpmoore.com

4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLIANCE WITH ALL STRUCTURAL ENGINEERING FOR CONSTRUCTION, GRADING AND FOUNDATION WORK. PRIOR TO THE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL HAVE THE STRUCTURAL ENGINEER REVIEW AND APPROVE IN WRITING THAT THE EXISTING FOUNDATION AND SITE DESIGN ARE IN CONFORMANCE WITH THE STRUCTURAL ENGINEERING DOCUMENTS.

SCULPTURE G

FRAME 5 LIMITED STEELREVISIONS: 5. THESE DRAWINGS HAVE BEEN PREPARED TO MEET GENERALLY ACCEPTED PROFESSIONAL STANDARDS AND PRACTICES. IT IS THE OWNER AND HIS/HER BUILDERS RESPONSIBILITY TO FOLLOW THE MATERIAL AND EQUIPMENT MANUFACTURERS INSTRUCTIONS, AND TO USE ACCEPTED STANDARDS FOR EACH BUILDING TRADE. TOPOGRAPHIC AND SUBSURFACE CONDITIONS SHOULD BE VERIFIED AND FOUNDATION PLANS ADAPTED ACCORDINGLY. BEFORE STARTING CONSTRUCTION, THE BUILDER SHOULD CHECK AND BE RESPONSIBLE FOR ALL DIMENSIONS AND OTHER DETAILS, AND SHOULD REVIEW THE PLANS FOR COMPLIANCE WITH GOVERNING CODE REQUIREMENTS FOR THE GEOGRAPHIC AREA IN WHICH THE BUILDING IS TO BE BUILT. ALL STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE/LIFE SAFETY REQUIREMENTS SHOULD ALSO BE REVIEWED BEFORE CONSTRUCTION BEGINS. CODES GOVERN OVER DRAWINGS.

DESCRIPTION:

BY:

DATE:

SCALE:

1/16"=1'-0"

6. ANY USE OF THIS INFORMATION WITHOUT ADAPTION TO CHANGES IN CODE, STANDARDS, SITE CONDITIONS AND OTHER FACTORS IS AT THE OWNER’S SOLE RISK. TOM WISCOMBE ARCHITECTURE ASSUMES NO RESPONSIBILTIY FOR CHANGES MADE TO THESE PLANS BY OTHERS AND MAKES NO WARRANTIES, EITHER EXPRESSED OR IMPLIED, REGARDING THESE PLANS. THE OWNER AGREES TO DEFEND AND INDEMNIFY TOM WISCOMBE ARCHITECTURE FOR ALL CLAIMS, COSTS, LOSSES OR DAMAGES RESULTING FROM THE USE OF THIS INFORMATION.

2 4

/4"

BUILT LIKE AIRCRAFT AILERONS

LIMITED STEEL FRAME TO SATISFY SEISMIC REQUIREMENTS 3”= 1’-0”

COMPOSITE FRP DETAIL

BUILT LIKE AIRCRAFT AILERONS

LIMITED STEEL FRAME TO SATISFY SEISMIC REQUIREMENTS

FIBER RENEFORCED POLYMER FACADE SYSTEM This facade system uses FRP panels strucutrally and elveiates the need for a secondary structure to support the facade. The panels a placed into place in large chunks that are warped to provide strength.

The Main Museum

CLOSE-UP EXHIBTION Model The Close-Up exhibition was held at Sci-Arc in the Spring of 2016. The project was made to show the FRP facade system of the Main Museum at a detailed scale. The model has a complex tattoo patten with a raised surface and super-components that join together and create express seams. The model was printed both in house at TWA and at Sci-Arc and was assembled by our office.

CLOSE-UP MODEL This model was made from a powder 3D printed shell with small insets. It was connected to a primary structure beneith and has a â&#x20AC;&#x153;linerâ&#x20AC;? on the interior spaces. This system eliminates the thickness of the strucutral system.

The Main Museum

Farmer’s & Merchants Bank Restaurant Role: Project Designer (2016) Tom Wiscombe Architecture Location: Los Angeles, California

The Main Museum of Los Angeles Art is a multiphase contemporary art museum currently in planning in the Old Bank District in Downtown Los Angeles. The project is located in across three existing buildings and winds through basement, ground, and rooftop levels. The first phase is called “Beta Main” and is currently under construction. The estimated final completetion for all phases is slated for 2020. I started working on this project shortly after the original schematic design was completed, and have further developed both the design and the strategy for moving the project forward. My roles included design work for the interior of the Farmers & Merchants bank building, which was added to the project after the completetion of SD. I was also in charge of writing the project manuel and researching possible code issues relating to the existing buildings. I have also been in charge of compliling a detailed project schedule with projected phasing

2"x5" STEEL MULLION - POWDER COATED 2"x5" STEEL MULLION - POWDER COATED 2x1/2" GLAZING WITH LAMINATE CLEAR SHEET WHERE OVERHEAD 2x1/2" GLAZING (WHERE NOT REQUIRED, SINGLE WITH PANE LAMINATE TEMPERED)CLEAR SHEET WHERE OVERHEAD (WHERE NOT REQUIRED, SINGLE PANE TEMPERED)

STAINLESS HANDRAIL IF REQUIRED STAINLESS HANDRAIL IF REQUIRED 2x3/8" GLAZING WITH LAMINATE CLEAR SHEETWITH WHERE OVERHEAD 2x3/8" GLAZING LAMINATE CLEAR SHEET WHERE OVERHEAD (WHERE NOT REQUIRED, SINGLE PANENOT TEMPERED) (WHERE REQUIRED, SINGLE PANE TEMPERED) MULLION CAP MULLION CAP 2"x8" STEEL MULLION - POWDER 2"x8"COATED STEEL MULLION - POWDER COATED L CHANNEL L CHANNEL S 10 X 35 - STEEL BEAM S 10 X 35 - STEEL BEAM 4-6" COMPOSITE DECK AND (TBCPOLISHED) STRUCTURAL GROUND AND POLISHED) 4-6" COMPOSITE DECK (TBC STRUCTURAL GROUND

STEEL FIREPROOFING

4 1/2"

STEEL FIREPROOFING

4 1/2"

BOLTED SLEEVE CONNECTIONS BOLTED SLEEVE CONNECTIONS

1'-2 1/2"

4 1/2"

MULLION CAP MULLION CAP CAP - POWDER COATED SHEET METAL CAP - SHEET POWDERMETAL COATED STRUCTURAL "V" AT ALL CORNERS, TYPICAL STRUCTURAL "V" AT ALL CORNERS, TYPICAL (I.E. OPEN CORNER DETAIL") (I.E. OPEN CORNER DETAIL") HARD INSULATION HARD INSULATION 2"x8" STEEL MULLION - POWDER COATED 2"x8" STEEL MULLION - POWDER COATED RUBBER SPACER RUBBER SPACER

1'-2 1/2"

4 1/2"

SLOT DIFFUSER FOR DINING AREA SLOT DIFFUSER FOR DINING AREA 1/8" ALUMINUM CLADDING (OR ALUCUBOND) 1/8" ALUMINUM CLADDING (OR ALUCUBOND) S 15 X 42.9 - STEEL BEAM FIRE PROOFING WHERE REQUIRED S 15 X 42.9 - STEEL BEAM FIRE PROOFING WHERE REQUIRED DOWNLIGHT OR TRACK LIGHT IN CHANNEL (TO ALSO CONTAIN DOWNLIGHT OR TRACK LIGHT IN CHANNEL ALSO CONTAIN SPRINKLERS & FLS(TO EQUIPMENT WHERE POSSIBLE) SPRINKLERS & FLS EQUIPMENT POSSIBLE) W 18 X WHERE 106 - STEEL COLUMN W 18 X 106 - STEEL COLUMN ALUMINUM CLADDING OVER STEEL (FIRE PROOFING WHERE REQUIRED) ALUMINUM CLADDING OVER STEEL (FIRE PROOFING WHERE REQUIRED)

TYPICAL CORNER DETAIL: GLAZING TO MEZZANINE DECK TYPICAL CORNER DETAIL: GLAZING TO MEZZANINE DECK SCALE: 1 1/2"=1'-0"

GLAZING: TYPICAL OPEN CORNER DETAIL GLAZING: OPEN CORNER DETAIL SCALE:TYPICAL 6"=1'-0"

SCALE: 1 1/2"=1'-0"

FARMERS & MERCHANTS FARMERS & MERCHANTS THE MAIN MUSEUM MEZZANINE

MEZZANINE FLOOR AND EXPOSED JOINT DETAILS

THE MAIN MUSEUM MEZZANINE

These details show how the angled glass would S MAIN LLC / MAINjoint MUSEUM to TOM WISCOMBE connect toitself through and 401exposed the ARCHITECTURE 2404 WILSHIRE BLVD., SUITE 4B LOS ANGELES, CA 90057 401 S MAIN LLC / MAIN MUSEUM WISCOMBE ARCHITECTURE right and with the flooor and column onTOM the left. (213) 2404 WILSHIRE BLVD., SUITE 4B 674-7238 LOS ANGELES, CA 90057 www.tomwiscombe.com (213) 674-7238 The mezzanine is on an interior space www.tomwiscombe.com with provided more options for how to minimize the joint since waterproofing was not an issue. CLIENT:

CLIENT:

The Main Museum

ARCHITECT:

SCALE: 6"=1'-0"

NOTES:

REVISIONS:

CORRELATION TO PROJECT ENGINEERING DOCUMENTS, AS WELL AS THEIR CONFORMANCE TO THIS DESIGN AND ASSOCIATED PLANS ARE THE INSTRUMENTS OF SERVICE OF TOM WISCOMBE CURRENT BUILDING CODES. ANY DISCREPANCIES, ERRORS OR OMISSIONS IN PLANS, ARCHITECTURE (TWA), AND HAVE BEEN GENERATED FOR THE CLIENT AND PROJECT LISTED ON REVISIONS: DIMENSIONS, NOTES, WRITTEN SPECIFICATIONS, OR DETAILS SHALL BE BROUGHT TO THE THIS DOCUMENT. THEY ARE NOT TO BE USED, ALTERED, REPRODUCED, COPIED, OR CORRELATION PROJECT IMMEDIATE ENGINEERING DOCUMENTS, ASINWELL AS THEIR TO WORK, ALLOWING REQUIRED THIS DESIGN AND ASSOCIATEDDISTRIBUTED PLANS ARE THE OF SERVICE OF TOM WISCOMBE ATTENTION OF TWA WRITING PRIORCONFORMANCE TO COMMENCING FORINSTRUMENTS ANY OTHER PROJECT WITHOUT WRITTEN PERMISSION FROM TWA. ANYTOUSE CURRENT ANY DISCREPANCIES, ERRORS ORALL OMISSIONS IN PLANS, ARCHITECTURE (TWA), AND HAVE BEENINFORMATION GENERATED WITHOUT FOR THE CLIENT ANDTOPROJECT ONSTANDARDS, TO BE PERFORMED. STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING,DESCRIPTION: AND OF THIS ADAPTION CHANGESLISTED IN CODE, SITE BUILDING CODES.CORRECTIONS DIMENSIONS, SPECIFICATIONS, OR DETAILS SHALL BE BROUGHT TO THE THIS DOCUMENT. THEY ARE NOT TO BE USED, REPRODUCED, COPIED, OR SOLE RISK. TWA ASSUMES FIRE/LIFE SAFETY REQUIREMENTS MUST ALSO BE REVIEWED BEFORE COMMENCEMENT OF CONDITIONS ANDALTERED, OTHER FACTORS IS AT THE OWNER’S NO NOTES, WRITTEN IMMEDIATE IN WRITING PRIOR TO COMMENCING WORK, ALLOWING REQUIRED DISTRIBUTED FOR ANY OTHER RESPONSIBILTIY PROJECT WITHOUT FROM TWA.BYANY USE AND MAKES CONSTRUCTION. FORWRITTEN CHANGESPERMISSION MADE TO THESE PLANS OTHERS NO ATTENTION OF TWA TO BE PERFORMED. ALL STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND OF THIS INFORMATION WITHOUT ADAPTION TO CHANGES IN CODE,ORSTANDARDS, SITE WARRANTIES, EITHER EXPRESSED IMPLIED, REGARDING THESE PLANS. CORRECTIONS THE OWNER AGREES FIRE/LIFE SAFETY REQUIREMENTS MUST ALSO BE REVIEWED BEFORE COMMENCEMENT OF CONDITIONS AND OTHER FACTORS IS AT THE OWNER’S SOLE RISK. TWA ASSUMES NO TO DEFEND AND INDEMNIFY TWA FOR ALL CLAIMS, COSTS, LOSSES OR DAMAGES RESULTING IN ADDITION, NOTHING IN THESE PLANS SHALL BE UNDERSTOOD TO IMPLY MEANS AND CONSTRUCTION. RESPONSIBILTIY FOR CHANGESFROM MADETHE TO USE THESE BY OTHERS AND MAKES NO OF PLANS THIS INFORMATION. METHODS OF THE CONTRACTOR, WHICH ARE SOLELY THE RESPONSIBILITY OF THE WARRANTIES, EITHER EXPRESSED OR IMPLIED, REGARDING THESE PLANS. THE OWNER AGREES CONTRACTOR. THE CONTRACTOR IS ALSO RESPONSIBLE FOR QUALITY CONTROL AND THESE HAVE BEEN PREPARED GENERALLY ACCEPTED PROFESSIONAL TO DEFEND AND INDEMNIFY TWA FORPLANS ALL CLAIMS, COSTS, LOSSES TO ORMEET DAMAGES RESULTING IN ADDITION, NOTHING IN THESE PLANS SHALL BE UNDERSTOOD TO IMPLY AS MEANS CONSTRUCTION STANDRADS FOR THE PROJECT, WELLAND AS PROJECT SITE SAFETY STANDARDS AND PRACTICES. HOWEVER BUILDING CODE REQUIRMENTS VARY WITH LOCATION FROM THE USE OF THIS INFORMATION. METHODS THE OF THE CONTRACTOR, WHICH ARE SOLELY THE RESPONSIBILITY OF THE AND CHANGE FROM TIME TO TIME. THEREFORE, BEFORE STARTING CONSTRUCTION, CONTRACTOR. IS ALSO RESPONSIBLE FOR QUALITY CONTROL AND INC. COPYRIGHT TOM WISCOMBE ARCHITECTURE, THESE PLANS HAVE BEEN PREPARED TO MEET GENERALLY ACCEPTED CONTRACTOR SHALL REVIEW AND VERIFY PROFESSIONAL ON SITE ALL DIMENSIONS, DETAILS, AND THEIR THE CONTRACTOR CONSTRUCTION STANDRADS FOR THE PROJECT, AS WELL AS PROJECT SITE SAFETY STANDARDS AND PRACTICES. HOWEVER BUILDING CODE REQUIRMENTS VARY WITH LOCATION

NOTES:

AND CHANGE FROM TIME TO TIME. THEREFORE, BEFORE STARTING CONSTRUCTION, THE CONTRACTOR SHALL REVIEW AND VERIFY ON SITE ALL DIMENSIONS, DETAILS, AND THEIR

BY:

DESCRIPTION:

BY:

DATE:

FLOOR AND OPEN CORNER DETAIL FLOOR AND OPEN CORNER DETAIL

DATE:

SCALE:

DATE:

SCALE:

DATE:

01/16/17 01/16/17 DRAWN:

DRAWN:

MR SHEET:

CHECKED:

SHEET:

7 of 10 7 of 10

STEEL PRIMARY CONSTRUCTION PLAN

STEEL PRIMARY CONSTRUCTION AXO

(NOT TO SCALE)

STEEL

ELEVATOR

COMPOSITE DECK SECURED TO STEEL FRAME TO CREATE LATERAL DIAPHRAM LOCAL PUNCTURES IN STEEL TO ALLOW FOR HVAC DUCTWORK WHERE NECESSARY STEEL BEAMS ATTACHED TO C CHANNEL ON PARTY WALL BRACED FRAME FOR DIAPHRAM WHERE REQUIRED (TBC STRUCTURAL)

MACHINE ROOM ON ROOF OF FARMERS & MERCHANTS FIREPROOF DRYWALL CONSTRUCTION AROUND ELEVATOR SHAFT STEEL BRACED FRAME CONSTRUCTION (TBC STRUCTURAL) ANCHORED TO PARTY WALL BOTH SIDES CABIN TRACKS MOUNTED TO BOTH PARTY WALLS AND STEEL FRAME

BACK OF HOUSE STAIR STAINLESS STEEL HANDRAILS WITH EMBEDDED LED LIGHTS BACK OF HOUSE STAIR BUILT WITH STEEL TUBE CONSTRUCTION STEEL COLUMN TO SUPPORT STAIR EXISTING COLUMNS (TBC STRUCTURAL SURVEY)

GLAZING

2X LAMINATED GLAZING IN OVERHEAD AREAS (TBC STRUCTURAL, CODE) SINGLE PANE TEMPERED IN ALL OTHER AREAS (TBC STRUCTURAL, CODE) STEEL MULLION FRAMES PREFABRICATED IN LARGE COMPONENTS CORNERS INSULATED TO AVOID AIR AND SOUND INFILTRATION

"PARISIAN STAIR" BRACED STEEL FRAME CONSTRUCTION TUBE FRAME CLAD IN POWDER COATED ALUMINUM PANELS STAINLESS STEEL HANDRAILS WTIH EMBEDDED LED LIGHTS

STAIR ANCHORED TO REINFORCED BEAM BELOW (TBC STRUCTURAL)

CLIENT:

401 S MAIN LLC / MAIN MUSEUM

ARCHITECT:

TOM WISCOMBE ARCHITECTURE 2404 WILSHIRE BLVD., SUITE 4B LOS ANGELES, CA 90057 (213) 674-7238 www.tomwiscombe.com

STEEL COLUMN W 18 x 106 (TBC STRUCTURAL) POWDER COATED 1/8" ALUMINUM CLADDING ANCHOR PLATE AT GROUND FLOOR CONCRETE COLUMN CONCRETE FOOTING

NOTE: NOT EXTERIOR CURTAIN WALL CONSTRUCTION IN TERMS OF WEATHER PROOFING - BIULD AS INTERIOR PARTITION

FARMERS & MERCHANTS THE MAIN MUSEUM MEZZANINE

COLUMNS

CONCRETE ELEVATOR PIT FOUNDATION

MEZZANINE AXONOMETRIC

REVISIONS: THIS DESIGN AND ASSOCIATED PLANS ARE THE INSTRUMENTS OF SERVICE OF TOM WISCOMBE ARCHITECTURE (TWA), AND HAVE BEEN GENERATED FOR THE CLIENT AND PROJECT LISTED ON THIS DOCUMENT. THEY ARE NOT TO BE USED, ALTERED, REPRODUCED, COPIED, OR DISTRIBUTED FOR ANY OTHER PROJECT WITHOUT WRITTEN PERMISSION FROM TWA. ANY USE OF THIS INFORMATION WITHOUT ADAPTION TO CHANGES IN CODE, STANDARDS, SITE CONDITIONS AND OTHER FACTORS IS AT THE OWNER’S SOLE RISK. TWA ASSUMES NO RESPONSIBILTIY FOR CHANGES MADE TO THESE PLANS BY OTHERS AND MAKES NO WARRANTIES, EITHER EXPRESSED OR IMPLIED, REGARDING THESE PLANS. THE OWNER AGREES TO DEFEND AND INDEMNIFY TWA FOR ALL CLAIMS, COSTS, LOSSES OR DAMAGES RESULTING FROM THE USE OF THIS INFORMATION. THESE PLANS HAVE BEEN PREPARED TO MEET GENERALLY ACCEPTED PROFESSIONAL STANDARDS AND PRACTICES. HOWEVER BUILDING CODE REQUIRMENTS VARY WITH LOCATION AND CHANGE FROM TIME TO TIME. THEREFORE, BEFORE STARTING CONSTRUCTION, THE CONTRACTOR SHALL REVIEW AND VERIFY ON SITE ALL DIMENSIONS, DETAILS, AND THEIR

DESCRIPTION:

BY:

DATE:

SCALE:

DATE:

1'=1/4"

01/16/17 DRAWN:

CHECKED:

CA SHEET:

9 of 10

CAFE VIEW This image shows an intial proposal for the cafe sapce of the museum. The large object in the space not only provides shading but also is inhabitable on the mezzanine level.

The Main Museum

Domino Sugar - Site D Designer (2015) Tom Wiscombe Architecture Location: Los Angeles, California

The Domino Sugar Site D tower is a proposal in Brooklyn as part of the larger Domino Sugar redevelopment by SHoP and Field Operations. This tower conists of two towers that are connected at both the base and the mid-level of the tower. As you view the tower the two towers change reading, reading as a single tower from some angles and multiple towers from others. The facade consists of two seperate schemes. One that uses a diagonal pattern along a glass facade and one that uses a punched window scheme. The arrange of the facade systems creates connections between the tower pieces to where disjoint pieces read as a singluar object. I joined this project after the intial design was complete but was tasked with reworking the residential units and redraw the existing drawings. I was also in charge of putting togther the project brochure to send the completed project to the client.

DOMINO SUGAR REFINERY | SEPTEMBER

G 13'-4"

H 14'-11"

14'-11"

J 13'-4"

ATER OW

NT FR O 1

15'-2"

T VIEW

NORTH TOWER

19'-5"

DN UP

TO MAN

737 SF

A3 NET

691 SF 657 SF

TOTAL NET AREA

2,758 SF 4,624 SF

GROSS AREA

15'-4"

VIEW

673 SF

A2 NET A4 NET

18'-4" UP DN

A1 NET

HATTAN

23 PERSONS

OCCUPANT LOAD

SOUTH TOWER 8

B1 NET

1,048 SF NET

B2 NET

889 SF NET

VIE WT

OR E RY EFIN

B4 NET

OFFICE

B5 NET

18'-4 5/16"

DN UP

15'-3 1/2"

14'-0"

23'-1"

29'-8"

23'-1"

12'-9 9/16"

23'-1" 23'-1 1/4"

23'-0 5/8"

22'-5 5/16"

13'-2 7/8"

14'-10 11/16"

1"=24'-0" 14'-10 1/2"

13'-3 1/16"

22'-5 3/4"

TYPICAL RESIDENTIAL PLAN 192'-7 1/4"

KENT AVENUE

SOUTH 4th STREET

RETAIL STORAGE

12'-10 3/16"

T EE DN

ER RIV

R ST

Domino Sugar - Site D

6,003 SF

30 PERSONS OCCUPANT LOAD -0’-0" MAIN ENTRY

RETAIL

20'-8 1/2"

13'-8 3/4"

GROSS AREA

REF

3,972 SF 4

SERVICE

REF

698 SF NET

STORAGE

TOTAL NET AREA DN

172'-0 1/2"

14'-10"

REF

OFFICE

191'-0 1/16"

19'-5 5/16"

OFFICE

12'-10"

630 SF NET 1

RETAIL

G DIN

BUIL

14'-10"

REF

707 SF NET

B3 NET

15'-1 7/8"

12'-10"

REF

1"=24’-0"

GROUND FLOOR PLAN

1/24”=1’-0”

DOMINO SUGAR REFINERY | 05.04.2015

TYPICAL PLAN (+249’-0”) DOMINO SUGARRESIDENTIAL REFINERY | 06.08.2015 DOMINO SUGAR REFINERY | SEPTEMBER, 2015

13'-4"

14'-11"

PLANS AND SECTION

14'-11"

13'-4"

These drawings show how the space planning is effected by the slices along the facade of the building. It also shows the connection of the mid level embedded object.

15'-2"

19'-5"

18'-4"

15'-4"

566'-00"

536'-00"

526'-00"

516'-00"

SOUTH TOWER 12'-10"

OFFICE

2,648 SF

EAST TOWER TOP

19'-5 5/16"

GROSS AREA

OFFICE

REF

15'-1 7/8"

RETAIL

14'-10"

1557 SF NET

TOTAL NET AREA

18'-4 5/16"

1091 SF NET

STORAGE

OCCUPANT LOAD

496'-00"

486'-00"

476'-00"

466'-00"

4,220 SF

456'-00"

446'-00"

21 PERSONS

WEST TOWER ROOF

WEST LEVEL53

WEST LEVEL52

WEST LEVEL51

WEST LEVEL50

WEST LEVEL49

WEST LEVEL48

WEST LEVEL47

WEST LEVEL46

WEST LEVEL45

15'-3 1/2"

14'-10"

506'-00"

WEST TOWER TOP

SERVICE

EAST TOER ROOF

436'-00"

426'-00"

416'-00"

406'-00"

396'-00"

386'-00"

376'-00"

WEST LEVEL44

13'-8 3/4"

-0’-0"

14'-0" 12'-10 3/16"

T REE

RETAIL

23'-1"

12'-9 9/16"

STORAGE

23'-1"

23'-0 5/8"

22'-5 5/16"

13'-2 7/8"

14'-10 11/16"

14'-10 1/2"

13'-3 1/16"

EAST LEVEL39 10

EAST LEVEL38

EAST LEVEL37

H 14'-11"

1/24”=1’-0” EAST LEVEL35

EAST LEVEL33

EAST LEVEL30

SKY BRIDGE

15'-2"

NHATTA TO MA VIEW

REF

19'-5"

N REF WD

EAST LEVEL29

EAST LEVEL28

A1 NET

615 SF

A2 NET

715 SF

A3 NET

491 SF

EAST LEVEL27

EAST LEVEL26

EAST LEVEL25

EAST LEVEL24

DN UP

18'-4"

REF

C1 NET

2,262 SF

C2 NET

1,588 SF

EAST LEVEL23

EAST LEVEL22

EAST LEVEL21

1,652 SF

C3 NET

15'-4"

EAST LEVEL20

C2 13'-9"

REF

B1 NET

499 SF

B2 NET

702 SF

EAST LEVEL19

EAST LEVEL18

EAST LEVEL17

B3 NET

614 SF

B4 NET

703 SF

B5 NET

903 SF

EAST LEVEL16

REF

20'-8"

EAST LEVEL15

EAST LEVEL14

EAST LEVEL13

TOTAL NET AREA

12,061 SF

GROSS AREA

16,159 SF

14'-0"

VIEW TO

14'-0"

REFINER Y BUILDIN G

EAST LEVEL12

EAST LEVEL11

EAST LEVEL10

81 PERSONS

OCCUPANT LOAD

EAST LEVEL9

14'-2"

EAST LEVEL8

EAST LEVEL7

N 346'-00"

336'-00"

326'-00"

DOMINO SUGAR REFINERY | SEPTEMBER, 2015 EAST LEVEL31

DOMINO SUGAR REFINERY | 05.04.2015 346'-00"

EAST LEVEL32

356'-00"

GROUND FLOOR PLAN

366'-00"

UPPER LEVEL PLAN (+497’-0”) DOMINO SUGAR REFINERY | 06.08.2015

J 13'-4"

14'-11"

366'-00"

EAST LEVEL36

EAST LEVEL34

G 13'-4"

366'-00"

1"=24’-0" 356'-00"

FLOOR PLAN @ 497' C

KENT AVENUE

WEST LEVEL43

WEST LEVEL42

WEST LEVEL41

WEST LEVEL40

WEST LEVEL39

WEST LEVEL38

22'-5 3/4"

192'-7 1/4"

EAST LEVEL40

1"=24'-0"

23'-1" 23'-1 1/4"

EAST LEVEL41

29'-8"

EAST LEVEL42 7

MAIN ENTRY

ER RIV

172'-0 1/2"

20'-8 1/2"

RETAIL

SOUTH 4th STREET

12'-10"

REF

EAST LEVEL43

191'-0 1/16"

316'-00"

306'-00"

296'-00"

286'-00"

276'-00"

266'-00"

256'-00"

246'-00"

236'-00"

226'-00"

216'-00"

206'-00"

196'-00"

186'-00"

176'-00"

166'-00"

156'-00"

146'-00"

136'-00"

126'-00"

116'-00"

106'-00"

96'-00"

96'-00" 87'-00"

86'-00"

WEST LEVEL37

WEST LEVEL36

WEST LEVEL35

WEST LEVEL34

WEST LEVEL33

WEST LEVEL32

WEST LEVEL31

WEST LEVEL30

WEST LEVEL29

WEST LEVEL28

WEST LEVEL27

WEST LEVEL26

WEST LEVEL25

WEST LEVEL24

WEST LEVEL23

WEST LEVEL22

WEST LEVEL21

WEST LEVEL20

WEST LEVEL19

WEST LEVEL18

WEST LEVEL17

WEST LEVEL16

WEST LEVEL15

WEST LEVEL14

WEST LEVEL13

WEST LEVEL12

WEST LEVEL11

WEST LEVEL10

WEST LEVEL9

76'-00"

66'-00"

56'-00"

46'-00"

36'-00"

24'-00"

24'-00" WEST LEVEL3

12'-00"

12'-00" WEST LEVEL2

WEST LEVEL8

WEST LEVEL7

RETAIL

EAST LEVEL6

15'-1 7/8"

OFFICE

REF

OFFICE

EAST LEVEL5

19'-5 5/16"

14'-10"

REF

OFFICE

14'-10"

REF

18'-4 5/16"

STORAGE

15'-3 1/2"

SERVICE

EAST LEVEL4

EAST LEVEL3

WEST LEVEL6

WEST LEVEL5

WEST LEVEL4

13'-8 3/4"

-0’-0"

23'-1"

14'-0" 12'-10 3/16" 12'-9 9/16"

1"=24'-0"

23'-1" 23'-1 1/4"

23'-0 5/8"

SKYBRIDGE PLAN 23'-0 5/8"

23'-0 5/8"

22'-5 5/16"

13'-2 7/8"

14'-10 11/16"

14'-10 1/2"

13'-3 1/16"

22'-5 3/4"

192'-7 1/4"

00'-00"

-10'-00" 8

-20'-00"

KENT AVENUE

-30'-00"

SOUTH 4th STREET

RETAIL STORAGE

23'-1"

GROUND LEVEL

MAIN ENTRY

T REE

29'-8"

CAR PARKING 1

CAR PARKING 2

ER RIV

B2 REF

172'-0 1/2"

20'-8 1/2"

RETAIL

12'-10"

EAST LEVEL2 191'-0 1/16"

REF

CAR PARKING 3

1"=24’-0"

GROUND FLOOR PLAN

1/24”=1’-0”

DOMINO SUGAR REFINERY | 05.04.2015

SKYBRIDGE PLAN (+357’-0”) DOMINO SUGAR REFINERY | 06.08.2015 DOMINO SUGAR REFINERY | SEPTEMBER, 2015

1"= 64'

A-A SECTION

DOMINO SUGAR REFINERY | 05.20.2015

1/60”=1

BUILDING SECTIO

DOMINO SUGAR REFINERY | SEPTEMBER, 20

Domino Sugar - Site D

2 Part 2

Colonizing Rococo

Educational Work 06 07 08 09 10 11 12 01

Ziggy Stardust Suggested Qualities {Cut}dâ&#x20AC;&#x2122;ĂŠtat Colonizing Rococo Gluttony Pot Fuzzy Facades Analysis of San Carlo Colonizing Rococo

Ziggy Stardust PennDesign Spring 2015 Critic: Tom Wiscombe Location: New York City

Ziggy Stardust is the emboddiment of David Bowie’s alter persona in the form of a musuem. This project was a concept for a replacement of the New Whitney Museum located on the Highline in New York. This project focuses on how the exteior shell of the building can begin to ellude to the interior floating figure within. With this the building has an outword persona, but also an interior persona that does not quite match the outward apperance. The project also studied creating facade features that are non orienting to the ground or context but instead begin to work internally with the shrouded figure. The museum also features a “black hole” which is a deep involuted carve into what would otherwise be a stable solid object. This “black hole” connects both the extioer and puches againt the interior object. The museum program has multiple layers with the area just inside the shell providing some gallery space but also the primary circultaion for the museum. The interior figure provides more controlled gallery space, both by light and enivromnent.

CRYSTALIZED OBJECT This method of representation combines the outer shell with the interior object to begin to create the strange figures and orientations that are present on the facade.

Ziggy Stardust

FACADE PANELIZATION The facade was envisioned to be broken down into a series of patterns that ran in multiple directions to eleminate references to the outside context and create an autonomus unified object. Multiple materials were used to create strange figurations and to disrupt the understanding of what is transparent and what is opaque.

NIGHT VIEW This view shows the night qualities of the museum object through reflections created by the interior involution and the interior lighting.

Ziggy Stardust

MUSEUM PLAN & SECTION These drawings shows the mutiple layers that make up the museum. They consist of the ground object support spaces, outer object galleries and circulatory spaces, and inner object controlled air galleries.

Ziggy Stardust

28 5

BUILDING CHUNKS This project was envisioned in chunks that could be analyzed both on their own as indivual objects and as a whole to create that shell that elludeds to the interior object.

DAYTIME VIEW This view shows the daytime qualities of the museum object and also its relationship hanging over the highline.

29 6

Ziggy Stardust

Suggested Qualities PennDesign Spring 2014 Critic: Kutan Ayata Collaboration w/ Julie Lee Location: Astor Place, New York City The highrise office building topology has relatively unchanged since its conception, with higher value spaces along the outside skin usually reserved for higher ranking positions and less desireable spaces in the interior for lower level workers. This project looks to reorganize the office structure by democrazing the exterior skin but inflating it to where it can become inhabitable and reorangizing it to change the program along the edges to communal work space. The changing of how the building is read between the interior and exterior results in a disruption of understanding of what the building is and how it projects its qualities. The zone between the exterior skin and interior slab is re-understood by a series of pockets and embedded objects. The combination of these objects as well as the vein like appearance of the building tie the small pieces to a coherent larger and strange meta object of the site.

PATTERN STUDY Patterns were generated from a series of overlays and parameters that were then transformed to suggest possible methods of transformation into an architectural facade.

Suggested Qualities

FACADE SECTION DETAIL This detail shows how the facade is made up of multiple parts around a sttel tube system. The exterior facade panels clip into place on to the facade structure. This also connects to the crystal forms that puncture the facade which also connect to both the facade system and the primary floor strucutre.

NIGHTTIME QAULITIES The Pattern Study shown was completed from a series of cutting and scoring operations based off of the patterns that were created from the previous study

Suggested Qualities

PLAN DRAWINGS The plan drawings show the depth of the facade and also the organization of the possible open floor plans. A core is located along the back edge of the building to leave more open space thoughout the interior of the building.

INTERIOR RENDERING This image shows the imaged interior environment of the building. More organized work space is located towards the middle of the building with more liesure and creative space located along the exterior facade.

Suggested Qualities

X-Ray Section This section shows how the spces behind the cut relate to the cut spaces. In the section you can see the crystal objects widening and narrowing along the facade.

FACADE PROTOTYPE This prototype demonstrates the inmaged construction and look of the facade. The multiple layers of black and glass provide qualities estranged from a typical facade.

Suggested Qualities

Gluttony Pot & Kipapp PennDesign Spring 2015 Critic: Kutan Ayata Collaboration w/ Janice Kim

The Gluttony Pot & Kippap was a project from a course titled parafictional objects. We were tasked with creating an alternate reality from a Dutch Still Life by creating new objects by distorting and reimaging the existing items in the still life. We began working with the Pheasant in the still life and transformed it into two objects, the gluttony pot and the Kipapp. The gluttony pot took on the qualities of a porcilean vase and the original pheasant. The kippap was transformed from its original pheasant into a pet that a dutch artist from that time period may keep around the house. The final part of the project was to create a history of the objects into the contemporary which brought both items into a modified Ikea catalog we created.

PIETER CLAESZ A Still-Life with a Roemer, a Pheasant, a Silver Salt-Cellar with a Stoneware Jug, fruits and bread on a white cloth

GLUTTONY POT AND THE KIPPAP This image was created with our added objects to the scene to create an alternate history for the dutch still life.

Gluttony Pot

PATTERN STUDY This pattern was created by combining and mirroring a Delftware pattern from the 1600â&#x20AC;&#x2122;s Netherlands. This pattern was then applied in a vairety of ways to the gluttony pot.

Gluttony Pot

IKEA CATALOG As part of the estrangement of demestication of rhe gluttony pot and Kipapp. An Ikea catalog was created that subtly adds our creations to the pages.

GLUTTONY POT IN THE KITCHEN A variety of different scenarios were created in which the glutoony pot could sit unnoticed.

Gluttony Pot

Porcelain Model This model is a full scale mock up of the gluttony pot. It was powder 3D printed and glazed to create the effect of a piece of pocelain which could sit on a shelf as someones home.

Gluttony Pot

Fuzzy Facades

PennDesign Spring 2015 Critic: Ferda Kolatan Collaboration w/ Walaid Sehwail & Michael Zimmerman Location: Null

The goal of this project was to create something we termed “weird”. We broke down what we thought it meant to make something weird to its relationship to estrangement. We arrived at several qualifications that must be met to arrive at our view of architecturally “weird”. They are as follows: Non-architectural Initiate visceral effects, Expected effects are interrupted by the misuse of known techniques, Alludes to things outside of architecture, oftentimes human or animal. With these ideas in mind we explored there uses in a variety of ways starting with an analysis of doors based on Sirlo’s 16th century book, “The Book of Extraordenary Doors.” From there used our hair technique to estange these doors and honed the technique until we could apply it to facades and architctural styles. Each interation was then given a pet name to further question the realtionship between architecture, its qualities and the weird.

Fuzzy Facades

Design Development MODERN FACADE STUDY This iteration was an experiment of how the use of hair could be applied to a modernist facade and speculates on possible styling that may have been possible during this period.

perspective

elevation

detail

Rennisance Fuzzy Facade The estrangement of the facade through the use of hair was made to produce new qualities that change the assoication of the piece without changing the underlying geometry.

Fuzzy Facades