Issuu

Michael Woodruff

Architecture Design Art

Portfolio

Contents Resume / pg. 05

Gensler Culver Studios Bldg. Y / pg. 08

Culver Studios Garage / pg. 20

8777 Washington / pg. 26

Capital Group / pg. 46

Red Bull Media House / pg. 56

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Contents da-Collective Inspire Resort Arena / pg. 64

Seed LA / pg. 84

La Veranda / pg. 100

Beacon Landing / pg. 106

Personal Projects Tiny House / pg. 114

Cabin / pg. 124

Sculptural Vessels / pg. 128

Art / pg. 134

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About

Michael Woodruff

P.O. Box 1065, Driggs, ID 83422 mwoodruff21@gmail.com (310) 938-1806

MICHAEL WOODRUFF

OBJECTIVE

Seeking a position as a project architect

EDUCATION

Southern California Institute of Architecture, Los Angeles Master of Architecture

2010 - 2013

University of Arizona, Tucson Bachelor of Science, Regional Development, General Business

2006 - 2008

EXPERIENCE

ACHIEVEMENTS

da-Collective Job Captain / Project Architect in Training Collaborated with teams of consultants & designers to deliver building design and construction docs for casino arena in South Korea & affordable housing projects in LA. Led team of junior designers through SD-CD levels of construction documentation.

2017 - 2021

Yerba Buena Farm Co-Founder Worked in collaboration with investor and co-founder to build farm business to provide vegetables for local restaurants. Spearheaded installation of farm property utility & infrastructure improvements. Cultivated vegetable & fruit tree crops.

2016 - 2017

Gensler Architectural Designer Worked collaboratively with design team to deliver presentation drawings and construction drawings from concept design through construction documents on various ground up & T.I. projects for commercial office space.

2013 - 2016

Amorphis Intern Made paper model, drew elevations for schematic design of Mt. Washington Residence. Worked on presentation drawings for SCI-Arc Graduation Pavilion.

2012

Graduated from SCI-Arc with distinction Studio project selected for SCI-Arc Spring Exhibition Project selected for SCI-Arc exhibit at the Centre Pompidou

2013 2012 2012 2007

Dean’s List University of Arizona SKILLS

3d Modeling Rhino Grasshopper

Presentation Illustrator Photoshop InDesign

INTERESTS

Art, ceramics, screen printing, graphic design, baseball, skiing, hiking, camping, farming

BIM Revit

Woodruff

P.O. Box 1065, Driggs, ID 83422 mwoodruff21@gmail.com (310) 938-1806

Production Laser Cutting CNC Milling 3d Printing Vacuum Forming Slip Casting Mold making Screen Printing

Portfolio

Projects

2013-2017

Gensler

Woodruff

Portfolio

Category

Status

Core & Shell

Built

Country

City

USA

Los Angeles

Culver Studios Bldg. Y 2015-2016 Project Team Michael White, Kevin Kilmer, Peter Himmelstein, Yupil Chon, Xiao Liu, Michael Woodruff

Project Phases SD, DD

Project Responsibilties • • • • • •

Prepared city planning comprehesive plan documents Prepared plans, sections, elevations, and diagrams for city planning environmental impact report Prepared presentation drawings for client Built project BIM model from scratch Developed DD Documents Coordinated with rendering artist

Woodruff

Rendering by Kilograph

Project Description

The original Culver Studios had a rich place in Los Angeles history during the dawn of the film industry, so when the client came to Gensler with the desire redevelop the property as a modern office / studio space, the design team used the studio history as a design generator for the building form. The building base with a board formed concrete finish harkened to a feeling of the past studio using an older construction technique of casting concrete with board planks. A modern shed was placed on top of the base to represent the new in relationship with the past. The relationship is accentuated by the modern glass ribbon between the old and the new and the interplay of the roof form and concrete base.

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CONCEPT DESIGN DIAGRAMS

TOP MIDDLE PROGRAM

PROGRAM

PROG

BASE

PROGRAM

CONTAINER BUILDING MASS - THREE ESSENTIAL COMPONENTS

PROGRAM SHROUD BASE + SHROUD OPEN UP CIRCULATION FLOWS INTO PROGRAM

PROGR WITHIN OPTIMI EXPERIE

INCE BLVD.

GATE 2

CARSON ST.

Proposed BUILDING O 90,000 GSF

HUBBARD ST.

Existing BUILDING J Facade Update

KRUEGER ST.

WASH IN

LINBLAD E ST.

GTON BLV

BUILDING Y | DECEMBER 17, 2015

GATE 3

Proposed BUILDING Y 84,700 GSF

GATE 4

BLDG. E

BLDG. D

BLDG. J

STAGE 7, 8, & 9

BL . DG

CULVER BLVD.

STAGE 5 BLDG

GATE 1

BLDG

BLDG. P

4 STAGE 2, 3, &

BLDG V BLDG U

STAGE 11, 12, &

STAGE 6

AVE. LUCERNE

BLDG .C

PARCEL B

STAGE 15 & 16

BLDG. N BLDG. W

BLDG. I

TWO WAY

GATE VAN BUREN

VAN BUREN CULVER HOTEL

Relocated BUNGALOW LOT

Proposed BUILDING R 31,000 GSF

ONE WAY

PLACE

Proposed ABOVE GRADE PARKING 1,408 Spaces

1":150' @ 11"x17" 0'

PROPOSED PROJECT OVERVIEW

Comprehensive Plan Amendment #6 proposes the addition of 3 new production office buildings, a new above/below grade parking structure, the relocation of Bungalows S, T, U, and V, and a facade update to existing Building J. In addition, two landscape features will be added to the property; the proposed bungalow lawn that will complement the existing character of the mansion and associated landscaping, and the Van Buren linear setback which will provide visual and sound buffering, stormwater mitigation functions, and act as a neighborhood amenity.

PROJECT

SIZE (GSF OR SPACES)

BUILDING O*

90,000 GSF

BUILDING Y*

84,700 GSF

BUILDING R

31,000 GSF

RELOCATED BUNGALOW LOT BUILDING J FACADE UPDATE VAN BUREN PARKING STRUCTURE

N/A N/A 1,408 SPACES

* Basement level not included - intended as restricted access for utility infrastructural uses only (Building O: 21,400 GSF, Building Y: 27,300 GSF).

75'

150'

Woodruff

ITH 5’ MAINTENANCE PATH

BUILDING Y | DECEMBER 17, 2015

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(E) SIDEWALK TO REMAIN NEW PAINTED FIRE LANE

NEW ASPHALT PAVING SEE CIVIL DWGS REMOVED CURB CUT

ACCESSIBLE ROUTE TO EXISTING PARKING GARAGE

7' - 0"

ACCESSIBLE PATH ADA STALL 9' X 18'

GATE 4

8" CMU WALL

18' X 8' - 6" SPACES, TYP.

CARSON ST

NEW PAINTED STEEL MOTORIZED GATE

12' - 0"

0" 18' - 0"

NEW TRANSFORMER PAD

5' - 0"

VAN ACCESSIBLE STALL (9 X 18)

20' - 0"

IPE BENCH OVER CONC. IPE CLAD TYP.

9' - 0"

F IR E LAN E

GROUND LEVEL PLANTER (N) TREE TYPSEE L'SCAPE

36" RAISED PLANTER TYP.

TRELLIS ABOVE TYP.

INCE BLVD.

8' - 5"

12' - 0"

TRASH

STAINED CONCRETE / TEXTURED CONC. FLUSH W/ ASPHALT. TYP.

ING PEDESTAL OVER S.O.G.

(E) TREE TO REMAIN TYP

BIKE RACK (N) BIKE RACKS

SEE DRAWING A1.201 FOR LEVEL 1 FLOOR PLAN

EXISTING STUCCO GARAGE

(E) SIDEWALK TO REMAIN 2

LINE OF SKYLIGHT ABOVE TYP.

98 .24 °

° .96 89

1 7"

EXISTING STUCCO GARAGE

EXISTING SINGLE STORY RESIDENCE G

EXISTING SINGLE STORY RESIDENCE E

199' - 0"

A 1' - 0"

10"

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2ND FLOOR

BUILDING Y | DECEMBER 17, 2015

THE CULVER STUDIOS | 17

4TH FLOOR

BUILDING Y | DECEMBER 17, 2015

THE CULVER STUDIOS | 19

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14 ________ ________ A2.202

8 ________ ________ A2.201

6 ________ ________ A2.202

GUNMETAL LACQUER FINISH GUARDRAILS & HANDRAILS TYP. 1/4" DIAM. BALLUSTERS TYP. A

__ _

C 37' - 6"

35' -

12' - 0"

6' - 0"

9' - 0"

4' - 6"

9' - 0"

4' - 6"

14' - 0"

5' - 1"

7' - 11"

19' - 0"

MOTORIZED STLFRAMED ROTATING DOOR W/ GS-3 APPLIED ALUM. GLAZING SYSTEM

GS-3 ALUMINUM FRAMED GLAZING ASSEMBLY WITH BACK-UP STEEL SUPPORT FRAME. TYP.

BUILDING ELEVATION - NORTH SCALE: 3/32" = 1'-0"

16 8 ________ ________ ________ ________ A2.202 A2.202

\\gensler.ad\Projects\05\05.9511.000\BIM\Building Model\_Central Model File\05.9511.000_Bldg_Y_Central_V2016.rvt

GS-1

ALUM. GUNMETAL GREY FLAT FASCIA PANEL TYP. MP-1, ALUM. GUNMETAL GREY CORRUGATED PANEL

MP-1, ALUM. GUNMETAL GREY CORRUGATED PANEL

24' - 0"

F 37' - 6"

3' - 0"

28' - 6"

PTD. ALUM. PANEL INFILL WALL

13' - 6"

3' - 6" 6' - 0" 4' - 6"

BUILDING ELEVATION - SOUTH SCALE: 3/32" = 1'-0"

8' - 0"

9' - 0 3/4" 3' - 11"

15' - 4"

TYP.

8 ________ ________ A2.202

MP-1, ALUM. GUNMETAL GREY CORRUGATED PANEL

MP-3 GUNMETAL GREY FLAT ALUM. PANEL TYP.

199' - 0"

- 0"

GS-2 PTD. ALUM.-FRAMED PUNCHED WINDOW TYP.

GS-1 IGU W/ ALUMINUM HEAD & SILL SHOE TYP. & BUTT JOINTED JAMBS

35' - 0"

16 ________ ________ A2.202

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16 ________ _______ A2.201

MP-2, 12"W ALUM. GUNMETAL GREY FLAT PANELS GUNMETAL GREY FLAT ALUM. FASCIA PANEL TYP.

G LO

15' - 4"

37' - 6"

G BA

35' - 0"

9' - 1"

8' - 0"

3' - 11"

T.O. MECH. PROJECTION 69' - 0"

TYP.

6' - 0"

LEVEL 2 15' - 0"

9' - 0"

TYP.

3' - 0"

LEVEL 3 28' - 6"

9' - 0"

4' - 6"

LEVEL 4 42' - 0"

9' - 0"

4' - 6"

14' - 0"

ROOF 56' - 0"

LEVEL 1 0' - 0"

EL. 89' - 00"

PAINTED STEEL FRAME GATE C.I.P. CONC. WALL W/ FORMLINER TEXTURE TYP.

PTD. STL. C-CHANNEL BEAM TYP.

NARROW-FRAMED PTD. ALUM.-FRAMED GLASS DOOR TYP.

FRAMELESS GLASS DOOR

S 01

MP-3 GUNMETAL GREY FLAT CANOPY ALUM. PANEL MP-3, GUNMETAL GREY FLAT ALUM. PANEL

MP-1, ALUM. GUNMETAL GREY CORRUGATED PANEL

199' - 0" 35' - 0"

GUNMETAL LACQUER FINISH GUARDRAILS & HANDRAILS TYP. 1/4" DIAM. BALLUSTERS TYP.

8 ________ ________ A2.201

C 35' - 0"

14 ________ ________ 6 ________ ________ A2.202 A2.202

B 37' - 6"

A 19' - 0"

T.O. MECH. PROJECTION 69' - 0"

ROOF 56' - 0"

LEVEL 4 42' - 0"

2' - 0"

11' - 6"

3' - 6"

10' - 6"

5' - 1"

7' - 11"

35' - 0"

16 ________ ________ A2.201

LEVEL 3 28' - 6"

OPEN SLOT

12' - 0"

19' - 6"

FOR LEVEL 2 ELEVATION BEHIND SHROUD WALL REFER TO SECTION 14/A2.201

LEVEL 2 15' - 0"

LEVEL 1 0' - 0"

EL. 89' - 00"

C.I.P. CONC. FORMLINER TEXTURED SITE PERIMETER WALL TYP.

C.I.P. CONC. FORMLINER TEXTURED WALL TYP.

PTD ALUMINUM NARROWFRAMED GLASS DOOR, TYP.

PTD. ALUM. ACCORDION GLASS FOLDING DOOR

Portfolio SKYLIGHT TYP.

36" RAISED PLANTER TYP. IPE BENCH OVER CONC. IPE CLAD TYP.

C.I.P. CONC. WALL TYP.

PTD. STL. C-CHANNEL BEAM TYP.

C.I.P. CONC. WALL TYP.

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GUNMETAL GREY STANDING SEAM ROOFING

SKYLIGHT

GUNMETAL GREY CORRUGATED STEEL RAINSCREEN TYP. GUNMETAL GREY FLAT ALUM. PANEL RAINSCREEN TYP.

GLAZED PUNCHED OPENING W/ PTD. ALUM. FRAME TYP.

INSULATED GLAZING SYSTEM W/ BRUSED S.S. HEAD & SILL SHOE TYP. & BUTT JOINTED JAMBS GUNMETAL LACQUER FINISH GUARDRAILS & HANDRAILS TYP.

STAINED CONCRETE / TEXTURED CONC. FLUSH W/ ASPHALT. TYP. PTD. STL. C-CHANNEL BEAM TYP. MOTORIZED ROTATING DOOR W/ STL-FRAMED GLASS CLADDING TYP. C.I.P. CONC. WALL TYP.

STEEL & WOOD TRELLIS TYP.

PLANTER BED TYP.

8" CMU WALL TRASH ENCLOSURE

IPE CLAD 36" RAISED PLANTER TYP. IPE BENCH OVER CONC. TYP.

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Category

Core & Shell

Status

Built

Country

City

USA

Los Angeles

COMPREHENSIVE PLAN AM

Project Team Michael White, Kevin Kilmer, Peter Himmelstein, Yupil Chon, Xiao Liu, Michael Woodruff

Project Phases 20

Project Responsibilties • • •

Prepared city planning comprehesive plan documents Prepared plans, sections, elevations, and diagrams for city planning environmental impact report Prepared presentation drawings for client

Woodruff

Culver Studios Parking Garage 2015-2016 Rendering by Kilograph

MENDMENT 6 | JUNE 8, 2016

THE CULVER STUDIOS |

Project Description The Culver Studios garage is a six level parking facility designed to provide parking for the employees who work at the Culver Studios campus. The challenge for the garage was to not only provide parking for the studio employees, but also consider the buildings context in its residential neighborhood. The design employs a louvered facade & street landscaping to soften its presence on the site. Powder coated aluminum channel cladding provides a visual break between the cars and the neighboring residences, while also providing the ventilation required of a parking structure. Van Buren Street enjoys an abundance of existing trees lining the sidewalks, and the new landscaping along the sound facade compliments the existing greenery providing a pleasant sidewalk environment.

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REVISED - VAN BUREN PARKING GARAGE VAN BUREN PLACE ELEVATION

Property Line

14'-04" (@ Roof Level Only)

64’-00”

Top of Mechanical Overrun

59’-60”

Top of Parapet

56’-00”

Top of Roof - 6th

45’-10”

Top of Slab - 5th

35’-08”

Top of Slab - 4th

25’-06”

Top of Slab - 3rd

15’-04”

Top of Slab - 2nd

0’-00”

Grade Level

Landscape

Van Buren Parking Garage Van Buren Place Elevation 1/32”=1'-0” @ 11"x17" 0'

16'

32'

64'

Materials

Property Line

COMPREHENSIVE PLAN AMENDMENT 6 | JUNE 8, 2016

1 Concrete

2 Aluminum Screen THE CULVER STUDIOS | 17

56'-00"

Top of Roof - 6th

Woodruff

45'-10"

Top of Slab - 5th

CPA 6 - VAN BUREN PARKING GARAGE FACADE SCREEN - 36" OFFSET & UPPER LEVEL BLUE COLOR

35'-08"

Top of Slab - 4th

25'-06"

Top of Slab - 3rd

COLOR 01 COLOR 02 Lower to mid canopy Upper canopy

COLOR 03 Trunk and branches

15'-04"

Top of Slab - 2nd

12'-00"

Top of Perimeter Fence

36" Offset

0’-00”

Grade Level

KING GARAGE ON - 36" OFFSET & UPPER LEVEL BLUE COLOR

E PLAN AMENDMENT 6 | JUNE 8, 2016

COMPREHENSIVE PLAN AMENDMENT 6 | JUNE 8, 2016

THE CULVER STUDIOS | 19

32' - 05" 18' - 01" 11' - 11" 59'-60"

Top of Parapet

56'-00"

Top of Roof - 6th

45'-10"

Top of Slab - 5th

35'-08"

Top of Slab - 4th

Property Line

25'-06"

Top of Slab - 3rd

EXISTING GARAGE 15'-04"

Top of Slab - 2nd

12'-00"

Top of Perimeter Fence

0’-00”

Grade Level

COMPREHENSIVE PLAN AMENDMENT 6 | JUNE 8, 2016

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Category Core & Shell

Status Built

City

Country

Los Angeles

USA

8777 Washington 2017 Project Team Michael White, Kevin Kilmer, Ryan Ihly, Michael Woodruff

Project Phases SD, DD

Project Responsibilties • • • • • •

Prepared plans, sections, elevations, and diagrams for city planning environmental impact report Prepared presentation drawings for client Built project BIM model from scratch Developed DD Documents Coordinated with rendering artist Coordinated with model builder

Woodruff

Rendering by Kilograph

Project Description The prompt for this office building considered a variety of factors in the building design. The building was designed for a creative office space to include open floor plans plenty of light and easy access to communal spaces. The building location is also within the Culver City area of impact directly adjacent to the Expo Line. The solution was a design for mixed use retail on ground level, office levels above and parking below ground. Floor to ceiling windows and skylights above the stair provide ample natural light reaching well within the building.

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Woodruff

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P.L.

RENDERED WALL SECTION

gton | June 12, 2017

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ARTICULATION RENDERED PARTIAL ELEVATION

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INTER�CONNECTING STAIR 1 2 3 4

Key Notes Pantry Skylight 3-Story Feature Wall Feature Wall

ALL HANDS SPACE Typical Floorplan NTS

SPACE

Floorplan - Level 4

Floorplan - Level 3

Section

8777 Washingt

1 2 3 4 5 6 7 8

Key Notes Bleacher Stairs Conference Room Flexible Open Space Pantry Open to Below Patio Retractable Screen Skylight Section

Floorplan - Level 3

Perspective View

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Typical Floorplan NTS

DS SPACE

Section 8777 Washington | June 12,

Floorplan - Level 3

Section

8777 Washington | June 12, 2017







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



 

Aerial view of Washington and National Blvd intersection

8777 WASHINGTON | COMPREHENSIVE PLAN





 Woodruff



  





 

    

 

Site Plan

fo pr a4 loc lev to ap te re sit th bu an rig

LEVEL 02 15' - 6"

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SHEET NOTES 01 02 03 04 06 07 08 09 10 11 12

ARCHITECTURAL CONCRETE TOPPING. ALUMINUM STOREFRONT DOOR, TYP. BUTT-GLAZED GLASS WALL. LOUVER CANOPY SYSTEM, TYP. CONT. RECESSED LOUVER VENT SYSTEM, TYP. CONT. EXTRUDED METAL PANEL FASCIA, TYP. ACM SOFFIT PANEL, TYP. WINDOW WALL SYSTEM, TYP. TRANSOM GLASS SYSTEM, TYP. SLOPED WALKWAY, REFER TO CIVIL. PLANTER BOX.

8777 WASHINGTON

06 10

09 LEVEL 02 15' - 6"

03 07 08 06

________ ________ 5 A5.602

500 South Figueroa Street Los Angeles, California 90071 United States

1' - 0"

Tel 213.327.3600 Fax 213.327.3601

LEVEL 01 0' - 0"

________ ________ 3 A5.601

________ ________ 5 A5.602

FACADE WALL SECTION AT PLANTER 12 SCALE: 3/8" = 1'-0"

________ ________ 3 A5.601

1' - 0"

LEVEL 01 0' - 0"

FACADE WALL SECTION AT PLANTER SCALE: 3/8" = 1'-0"

SCA

09 LEVEL 02 15' - 6" 07 08 06

10 04

LEVEL 02 15' - 6"

GENERAL NOTES A. REFER TO SHEET G0.200 FOR GRAPHIC SYMBOLS AND ABBREVIATIONS.

Date

1 2 3 4 5

\\gensler.ad\projects\RevitUserModels\16503\8777_WASHINGTON_(HBO)_R16_16503.rvt 6/10/2017 7:32:39 PM serModels\16503\8777_WASHINGTON_(HBO)_R16_16503.rvt

03/06/2017 03/31/2017 04/14/2017 05/05/2017 05/26/2017

08 03 06 10

________ ________ 3 04 A5.601

________ ________ 4 A5.601

LEVEL 01 0' - 0"

SCA

Description

50% SCHEMATIC DESIGN 75% SCHEMATIC DESIGN PROGRESS 100% SCHEMATIC DESIGN LEASE RECORD SET RETAIL FACADE WALL LEASE RECORD SET SCALE: 3/8" = 1'-0"

________ ________ 3 A5.601

________ ________ 4 A5.601

LEVEL 01 0' - 0"

SECTION

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L FACADE AXON

5 ________ ________ A4.104

4 ________ ________ A4.104

LEVEL 02 15' - 6"

LEVEL 01 0' - 0" 12

L FACADE ELEVATION

LEVEL 01 0' - 0"

-0"

L FACADE ELEVATION

-0"

5 ________ ________ A4.104

4 ________ ________ A4.104

RETAIL

4 ________ ________ A4.104

5 ________ ________ A4.104

RETAIL

A4.104 12

2 A4.104 12

L STOREFRONT ENLARGED PLAN

-0"

L STOREFRONT ENLARGED PLAN

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Category

Tenant Improvement

Status Built

City

Country

Los Angeles

USA

CAPITAL GROUP 2015 Project Team Michael White, Kevin Kilmer, Ryan Ihly, Michael Woodruff

Project Phases 38

CD, CA

Project Responsibilties • • • •

Answered RFI’s Approved material samples Visited construction site CD Documentation, plans, interior elevations, details

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Rendering by Kilograph

Project Description This office interior project started with a concept to provide a unifying element of warmth within existing floors of an office tower. This concept was acheived with and undulating wood slat wall which not only provided clear direction to program and circulation but also provided acoustic insulation to offset the existing stone tile flooring. Living green walls further accentuate the wall giving the space a vibrant character. The challenge of this project was concealing green wall system within the wood slats for a clean modern look.

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OOFING BRANE

8 1/2"

METAL TRIM

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1/2" REVEAL

SCHEDULED FINISH

DEMOUNTABL SEE PLAN FO

7 1/2"

NOTE: FINAL INSTALLATION DETAILS TO BE COORDINATED AND REVIEWED WITH GREEN WALL MANUFACTURER'S SHOP DRAWINGS.

R DRAIN MBING.

3/4" MARINE G

GREEN WALL SECTION END

S DOOR L WITHSCALE: 3" = 1'-0" LATCH DWARE

DEMOUNTABLE PARTITION SEE SCHEDULE FOR TYPE

HSS 3X3X1/4 SUPPORT FRAMING FOR GLAZING SYSTEM

LACQUERED MDF FASCIA BOARD FINISH TO MATCH EXISTING

GREEN WALL SERVICE CLOSET

SCALE: 3/4" = 1'-0"

NOTE: FINAL INSTALLATION DETAILS TO BE COORDINATED AND REVIEWED WITH GREEN WALL MANUFACTURER'S SHOP DRAWINGS. GWB OVER 3 5/8" MTL STUD FRAMING TYP

GWB OVER 6" W/ BATT INSU TYP

GREEN WALL SECTION END @ DOOR NOTE: FINAL INSTALLATION DETAILS TO BE COORDINATED AND REVIEWED SCALE: 3" =WITH 1'-0" GREEN WALL MANUFACTURER'S SHOP DRAWINGS.

6 3/8"

CUSTOM WOOD WALL PANELS BREAK METAL WALL 2" TRIM

1 1/2" ALIGN

GWB OVER 6" MTL STUD FRAMING TYP

1/4" MTL PLATE FIN AT BASE FOR DRAINAGE PIPE HOUSING

1 1/2"

3/4" MARINE GRADE PLYWOOD 1/4" MTL PLATE FIN MOLD AND MILDEW RESISTANT 1 1/2" Z CLIPGYPSUM SUBFRAMING BOARD (5/8") BEHIND FOR ATTACHMENT PLANTERS

8 1/2"

VEGETATION PLANTERS

WATER PROOF MEMBRANE

7 1/2"

1 1/2"

BREAK METAL WALL TRIM

3/4" MARINE GRADE PLYWOOD

SCHEDULED FINISH

BATT INSULATION WATERPROOFING MEMBRANE 8 1/2"

WATER SUPPLY CONNECTION FROM CONTROL TO WALL

TYP JAMB AT WAR ROOM GREEN WALL

FLUSH ACCESS PANEL WITH TOUCH LATCH HARDWARE. FINISH TO MATCH ADJACENT er.ad\projects\RevitUserModels\20976\06.9850.100_Capital Group NAD_2014_20976.rvt SURFACE. SCALE: 3" = 1'-0"

NOTE: FINAL INSTALLATION DETAILS TO BE COORDINATED AND REVIEWED WITH GREEN WALL MANUFACTURER'S SHOP DRAWINGS.

GREEN WALL IRRIGATION CONTROL PANEL BY GREEN WALL MANUFACTURER.

GREEN WALL SECTION W/ CONTROLLER ADJACENT

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

ALIGN 1 1/2"

BREAK METAL WALL TRIM CUSTOM WOOD WALL PANELS VEGETATION PLANTERS

8 1/4"

3/4" MARINE GRADE PLYWOOD

WATER PROOF MEMBRANE

7 1/2"

MOLD AND MILDEW RESISTANT GYPSUM BOARD (5/8") BEHIND PLANTERS

SCHEDULED FINISH

E: FINAL INSTALLATION DETAILS TO BE COORDINATED AND REVIEWED GREEN WALL MANUFACTURER'S SHOP DRAWINGS.

GREEN WALL SECTION END

SCALE: 3" = 1'-0"

DEMOUNTABLE PARTITION SEE SCHEDULE FOR TYPE

HSS 3X3X1/4 SUPPORT FRAMING

GWB OVER 3 5/8" MTL STUD FRAMING

Portfolio

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

6 ________ ________ A3.400

GREEN WALL

15 ________ ________ A3.400

7' - 6"

________ ________ 7 A5.402

EN FICE ALK P09

OPEN

9 ________ ________ A3.400

OPEN

GREEN WALL

SY OP

7' - 6"

EN FICE ALK P09

15 ________ ________ A3.400

FIRE SHUTTER POCKET

8 ________ ________ A3.400

3 ________ ________ A3.410

EN FICE ALK S08

GREEN WALL

OPEN

2 1/2"

1 ________ ________ A3.410

SY OP

EN FICE ALK L10

7' - 6"

15 ________ ________ A5.402

REPEAT MODULE SERIE OPEN

12' - 0"

4' - 0"

PANEL SERIES WIDTH REPEAT

A(I)

B(I)

4' - 0"

BEGIN WOOD PANEL SERIES @ END OF FEATURE WALL. REFER TO A3.102 FOR FEATURE WALL LAYOUT DIMENSIONS

4' - 0"

WD PANEL WIDTH

C(I)

A(I)

B(I)

C(I)

11 ________ ________ A3.410 REPEAT

REPEAT

INVERTED PANEL SERIES

OPEN

YM________ 16 ________ PP A3.400

Seal/Signature GREEN WALL

A(I)

B(I)

8 ________ ________ A5.402

C(I) 16 ________ ________ A3.400

A(I)

B(I)

OPEN

C(I)

INVERTED PANEL SERIES

11' - 2"

REPEAT

14 ________ ________ A3.400

TYP 6 ________ ________ B A3.400

OPEN TO ABOVE

ALIGN

27' - 1 1/2" REPEAT

Woodruff

L SAMPLE MODULE LAYOUT

FIRE SHUTTER POCKET

YM ________ 16 ________ PP A3.400 REPEAT

REPEAT

A(I) B

B(I) 13 ________ ________ A5.402

16 ________ ________ A3.400

C(I)

14 ________ ________ A3.400

A(I)

B(I)

C(I) A

ES PATTERN

GREEN WALL

CURVED WALL

________ ________ 2 A3.101

15 ________ ________ A3.400

9 ________ ________ A3.400

OLLABORATE 49R08

ALIGN

REPEAT

OPEN

7' - 6"

GREEN WALL

OPEN

INVERTED PANEL SERIES

Project Name Capital Group LA Project Number 06.9850.100

Description ATRIUM FEATUR Scale As indicated

PANEL MODULE A

PANEL MODULE C PANEL MODULE B

A3.1 43

8 ________ ________ A3.400

Portfolio

GENERAL

NOTE: 1. FINISH OF WOOD FEATU BASE SCOPE: SOLID OAK

ALTERNATES: A. SOLID CEDAR - PER MO B. OAK VENEER OVER FIR C. LACQUERED - FIRE RET

PANEL C

PANEL A

PANEL B

PANEL C

PANEL A

PANEL B

PANEL C

1 LEVEL FLOOR TO FLOOR

PANEL A(I)

PANEL B(I)

PANEL C(I)

PANEL B

12' - 0"

1 PANEL SERIES

FEATURE WALL SAMPLE MODULE LAYOUT SCALE: 1/2" = 1'-0"

12' - 0"

4' - 0"

Woodruff

FEATURE WALL PANEL KIT 1" 1"OF PARTS

3" 3"

e 3" 3"

2" 2"

b 3" 3"

2" 2"

1" 1"

2" 2"

SCALE: 6" = 1'-0"

GREY HATCH INDICATES 1" GAP BETWEEN WD SLATS

1" 1"

2" 2"

1" 1"

FEATURE FEATUREWALL WALLPANEL PANELKIT KITOF OFPARTS PARTS SCALE: SCALE:6" 6" = 1'-0" = 1'-0"

PANEL PANELAA f

FEATURE WALL WD PANEL MODULES

REFER TO ELEVATION

PANEL B

4' - 0"

SUBSTRATE

REFER TO ELEVATION

PANEL A

REFER TO ELEVATION REFER TO ELEVATION

REFER TO ELEVATION

GREY GREY HATCH HATCH INDICATES INDICATES 1" 1" GAP GAP BETWEEN BETWEEN WDWD SLATS SLATS

4' - 0"

a b

PANEL C

4' - 0"

PANEL PANELBB f

a b

SCALE: 1" = 1'-0"

6 ________ ________ A3.400

ELEVATOR LOBBY 52G10

OPEN

OPEN OFFICE WALK 52P09

15 ________ ________ A3.400

________ ________ 7 A5.402 ELEVATOR LOBBY 51G10

OPEN

a ae e c c d da a f f b bc c f f a ad d e eb bc c f f e ea ad d

ELEVATOR LOBBY 50G10

4' -4'0"- 0" OPEN 15 ________ ________ A3.400

c c f f a a e e d d b b f f a ab b e e d d f f c c b b f f a a d d e e

FEATURE FEATUREWALL WALLWD WDPANEL PANELMODULES MODULES OPEN

OPEN OFFICE WALK 50S08

1 ________ ________ A3.410 2 1/2"

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

OPEN OFFICE WALK 51P09

15 ________ ________ A5.402

OPEN

8 ________ ________ A5.401

2 1/2"

SUBSTRATE SUBSTRATE

4' -4'0"- 0"

Portfolio

1' - 0

WOOD SLAT W SEE A3.102 FO TYPES (BY MN 20% OPEN PER SUBSTRATE (B VARIES

BLACK ACOUS FABRIC (BY MN

1" RIGID INSUL (BY MNFR)

PLYWOOD BAC (BY MNFR)

Z CLIP ATTACH (BY MNFR) LIGHT FIXTURE AS SCHEDULED CEILING AS SCHEDULED

SEALANT 2X2 STL ANGLE FOR ATTACHMENT

1/4" STL PLATE SEE SCHEDUL FOR FINISH

PRE-WELDED TO STL PLATE BOLTED TO ST FRAMING

TYP FEATURE WALL PORTAL SCALE: 3" = 1'-0"

Woodruff

Ca LA

WALL OR PANEL NFR) RF. WOOD BY MNFR)

1/2"

+/- 4" BY MNFR

333 CA.

GWB FASCIA 4X4 TUBE STL HANGAR FROM (E) STL BEAM ABOVE

STICAL NFR)

LATION 4X4 TUBE STL MEMBERS ATTACHED TO HANGAR FOR STL PLATE FIN SUPPORT

CKING

1/2"

HMENT

TO. FINISH VARIES SEE ELEVATION FOR HEIGHT

E FIN LE

SEE PLAN FOR DP TYPE

STL ANGLE E TO BE TL TUBE VARIES

6 1/2"

Rev

@ HEAD

Portfolio

Category

Tenant Improvement

Status

Incomplete

City

Country

Los Angeles

USA

RED BULL MEDIA HOUSE 2016 Project Team Michael White, Kevin Kilmer, Ryan Ihly, Michael Woodruff

Project Phases 48

SD, DD

Project Responsibilties • •

Presentation drawings DD documentaion

Woodruff

Project Description Red Bull Media House came to Gensler to to add media production office space to revamp it’s current office in Santa Monica. This includes sound rooms, editing rooms and a newsroom control center. The newsroom, used as a media control room, is designed as a central figure within the space representing the control center of the media house. The team sculpted the newsroom with a substructure and tensile fabric to display the finished media on to the surface of the newsroom allowing the company to project it’s exciting work within the space.

Portfolio 12

A3.106

GENERAL NOTES

1740 STEWART ST. SANTA MONICA, CA 90404 NEC

A8A

1UN

- X55

NEC 1UN - X55

500 South Figueroa Street Los Angeles, California 90071 United States

Tel 213.327.3600 Fax 213.327.3601

NEC - X551 UN

X551UN NEC NEC - X551UN

DMC 1281

NEC - X551UN

17 6

A3.105

A3.106

EL. 0"

EL. 7" A3.106

4 NEC X551UN

NEC - X551 UN

- X55 1UN

A8A

NEC

NEC - X55 1UN

A8A

SHEET NOTES 9

A3.106

ENLARGED PLAN - DMC SCALE: 1/4" = 1'-0"

SECTION - DMC SCALE: 1/4" = 1'-0"

Date

Description

3/4/2016

DESIGN DEVELOPMENT

SECTION - DMC SCALE: 1/4" = 1'-0"

Seal / Signature

? Project Name

1740 STEWART Project Number

05.9575.000 Description

ENLARGED PLANS & INTERIOR ELEVATIONS - DMC Scale

1/4" = 1'-0"

SECTION - DMC SCALE: 1/4" = 1'-0"

SECTION - DMC

A3.105

SCALE: 1/4" = 1'-0"

Woodruff

Portfolio

PRODUCTION ZONE

05.9575.000 | DESIGN DEVELOPMENT

Woodruff

Portfolio

Projects

2018-2021

da-Collective

Woodruff

Portfolio

Category Core & Shell

Status

In Construction

City

Country

Seoul

South Korea

INSPIRE RESORT ARENA 2018 - 2019 Project Team Yupil Chon, Soo Ahn, Markus Sohst, Graciela Hodgson, Xiangtai Sun, Charles Wang, Yan Leng, Harry Lyu, Michael Woodruff

Project Phases 56

SD, DD, CD

Project Responsibilties • • • •

Provided design direction for junior employees Provided structural, mechanical & facade design coordination materials BIM management Oversaw CD documentation

Woodruff

Project Description

IIR is a new type of resort in Korea, integrating Life style, entertainment and leisure activities in one large venue. The project consists of three different Hotels one Arena and Casino, combined with a large Retail section and a water dome with spa areas. da-Collective provided the architectural design and coordinated facade design options with the executive architect and consultants and the ownership. Bold contrasting colors of the metal facade panels dynamically placed at the exterior envelope, create an illusion of infinity. The slender glazing slots stretch horizontally around the envelope and further emphasize the linear infinity loop of the facade.

Portfolio

ROOF LOWER EVA EL +26750

LV 03 EVA EL +11500 LV 01 EVA EL +3500

ALL UNITS ARE IN MILLIMETERS UNLESS NOTED O

Woodruff

EL +3350

AXONOMETRIC - EVA SOU 엑소노메트릭(북서측)

SCALE(A1)

Portfolio

AR-17

AR-16

AR 2

7 9,

AR-EVA-3201

4,150

AR-26

11,000

7,650

GREEN RM 1 그린룸-1

11,000 GREEN RM 3 그린룸-3

EXEC OFFICE-2 임원사무실-2

EVA.ST-6A

GREEN RM 2 그린룸-2

AR-25

EL +2,800

3 9,

90 ,1 0 38 ,65 18

3 9,

임원사무실-1 OFFICE-11 사무실-11 OFFICE-10 사무실-10 OFFICE-9 사무실-9 OFFICE-8 사무실-8 OFFICE-7 사무실-7

STAFF ENTRY

MTG2 회의실

7, 5 48

EGRESS CORR.

0 63 6,

REHERSAL 리허설실

AR-C

5 31 MULTI PURPOSE 다목적실

2, 0 60

DRESSING 3 탈의실-3 DRESSING -2 탈의실-2

DOCTOR'S 의무실

EVA.ST-5

3,3

VEST. 4 전실

7,145

STO-4 창고-4

OFFICE-12 사무실-12

CORR. 복도

COPY 복사실 STO-OFF 창고-사무실

EDGE OF FIRST T @ EL:7480mm

22.50°

EDGE OF FIRST T EL:3800mm

TR(M) 화장실(남)

3000W X 3500H EQUIPMENT ENTRY

22.50°

EL +3,350

FLOOR MOUNT

22 .5 0

3 ,0 5

. 50 22

2 ,4 0

29,245

EGRESS CORR.

AR-D TR-06 (W=300) (PJW-9907)

TRAINING 연습실

CORR. 복도 FAV

11,100

AR-B

CHANGING-1 탈의실-1

BOH CORR. BOH복도 ADMIN OFFICE 관람장 사무실

OFFICE-3 사무실-3

850

AR-7 SLOPE 1 /147.2

41,500

AR-EVA-3102

8,550

3,100

3,800

7,200

15,300

11,000

15,100 TR(W) 화장실(여)

ELEC-EVA2 부전기실

EVA.ST-4A

RETRACTABLE SEATING

LIGHTING STO. 조명장비실

3 2

EVENT 공연

AR-9

PIT ACCESS

8,400

EL +3,500

CON'C PAD

EDGE OF FIRST T RETRACTABLE SE

EL +3,500

. 50 22 °

STO-1 창고-1

AHU 공조실

EGRESS CORR.

2 ,4 0

0 60 9,

CON'C PAD

22 . 50

.00° 0 25

LIQUOR STO 주류보관실

VIP CORR. VIP 복도

CON'C PAD

EGRESS CORR.

TR-06 (PJW-9

3 ,7

BUNKER SUITE VIP 접견실

2 ,0

FLOOR M

EDGE OF PRECAST

60 0

OA LOUVER

22.50°

135

9,845

3,800

22.50°

CON'C PAD

EA LOUVER

9,845

15,100

PRESS RM 기자실

18,050

19,400

AUDIO STOR. 음향 장비실 EVA.ST-4B

850

AR-EVA-3201

BOH CORR. BOH복도

11,000

AR-8

AR-A

EVA.ST-6B

AR-24

25 EXCE OFFICE-1

18,050

7 9,

OFFICE-6 사무실-6 OFFICE-5 사무실-5 OFFICE-4 사무실-4

2,395

EGRESS CORR.

MDF

7, 0 20

AR-20

EVA.ST-3A

STO-3 창고-3

,6 13

6,700 TPS

MAIN KITCHEN 주방

0 9,8

STO-2 창고-2

EVA.ST-3B

AR-23

VEST. 전실

EPS

FAV EGRESS CORR.

EVA.EV-2

OFFICE-1 사무실-1

BRAI

,6 13

AR-22

,4 23

REFER TO RETAIL

EVA.EV-2

CORR-KIT 복도

MNG OFF 매니저사무실

PIT ACCESS EVA.ST-2A

AR-19 AR-21

4,300

13,

VI P E 11,000

AR-18 AR-17

11,000

AR-16

AR-13

AR-31

AR-29

1 AR-EVA-3101

101,250 11,000

21,950

7,650

10,500

AR-4

4,150

11,600

인천국제공항 국제업무지역(IBC)-III

13,200

AR-5

RAMP

인스파이어 복합리조트 개발사업(1단계)

EL +3,350

3,850

EVA.ST-7B

MEDIA

TRASH 분리수거실

CON'C PAD

4,400

EPS

2,600

3,600

2,200 LOADING DOCK 하역장

0 63 00

16 ,3

시공전 설비도면 참조하여 SHOP DWG 작성 EL +3,500 EVA.ST-8

6,215

FIRE SHUTTER (PJW-9905)

AV CONTRL AV 조정실

11,000

EGRESS CORR. EL +3,350

5,500

. 50 22

18,050

이질 재료간의 접촉부(콘크리트와 벽돌, 블

4,000

UPS-EVA1 UPS

AR-7

850

22.50°

SMOKE CURTAIN ABOVE

15,100 11,000

9,720

3,630

AR-EVA-3102

EVA.ST-9A

AR-8

FIRE SHUTTER (PJW-9905)

EVA.ST-9B

4,550

15,100

할것 5. INTERIOR WALL AND FURNITURE ETC.

EPS

AR-9

850

배관후 콘크리트를 타설하여 층간방화구획

11,000

EL +3,500

TPS

HOLDING CELL 홀딩셀

EL +3,350

EGRESS CORR.

22 .5 0

F FIRST TREAD OF T SEATING @ EL:7480mm

. 50 22

FIRE SHUTTER (PJW-9905)

SMOKE CURTAIN ABOVE

22.50°

(W=300) 9907)

인테리어 벽체 및 가구 등. 6. REFER TO AV DWG FOR SHOW LIGHTING/ SPORTS LIGHTING / SPECTATOR LIGHTING 7. FIREPROOFING REQUIREMENT FOR ROOF S - STRUCTURE MEMBERS FOR RP--01-SS: INTU PAINT APPLIED (SEE SPECIFICATION) - STRUCTURE MEMBERS FOR RP-01-MO: SPR FIREPROOFING (SEE SPECIFICATION) - ALL OTHER VISIBLE STRUCTURE MEMBERS AS NOTED (SEE SPECIFICATION)

9,845

18,050

MOUNTED HYDRANT

8,400

22.50°

TREAD OF EATING @ EL:3800mm

등을 제시하여 감리자의 승인을 득할 것 4. PLACE CONCRETE AT SLAB OPENINGS OF ALL MEPF PIPING AFTER PIPING CONSTRUCTION FOR FIRE COMPARTMENT BETWEEN FLOORS

각종 설비배관의 슬라브 오픈 부위는 설비

BUS LOBBY

ELEC-EVA1 부전기실

6,450

T FLOOR 연장

3,800

보강블럭(W=200), 균열유도 줄눈 등을 설치

CONTROL JOINT 위치, 재료, 규격, 시공방법

4 1

기타)의 마감부위는 긴결철물을 설치, 메탈 연속된 미장바름 면적이 넓은 경우에는

3000W X 3500H EQUIPMENT ENTRY

FL : ± 0 SL : FL -150

11,000

3,800

감독관 및 감리자의 승인을 득한 후 시공 할 3. INSTALL CLADDING ANCHOR, METAL LATH REINFORCED BLOCK(W=200), CONTROL JOINT FOR INTERFACE FINISH OF DIFFERENT MATERIALS(CONCRETE AND BRICK, BLOCK ETC.). WHEN CONTINUOUS PLASTERING COVER IS LONG, SUGGEST CONTROL JOINT LOCATION, MATERIAL, STANDARD, CONSTRUCTION METHOD AND ETC. AND GET APPROVALS FROM SUPERVIS

BD CONTROL 방송실

TREAD OF RETRACTABLE SEATING @

설비관련 모든 벽체 및 슬라브의 OPEN은

0 65

75,650

SECURITY-1 경비실-1

7,245

12,500

22 . 50

AR-6

13,200

TED HYDRANT

6,700

MARSHALLING-NE 행사지원실

DRESSING -5 탈의실-5

22.50°

0 85

LAUNDRY 세탁실

FAV

STO 창고

TREAD OF PRECAST SEATING

OFFICE-15 사무실-15

ARCHITECT OF RECORD 4/F Hyundai Building, 75, Yulgok-ro Jongno-gu, Seoul, Republic of Kore T +82 (2) 746-6500 F +82 (2) 513-5000

※NOTE 1. LEVEL - LV 00 EVA = EL 550 = FL ±0 - LV 01 EVA = EL 3,500 = FL ±0 - LV 03 EVA = EL 11,500 = FL ±0 - LV 04 EVA = EL 17,500 = FL ±0 - LV 05 EVA = EL 22,200 = FL ±0 - LV 06 EVA RIGGING = EL 26,700 = FL ±0 - ROOF LOWER EVA = EL 26,750 = FL ±0 - ROOF UPPER EVA = EL 39,710 = FL ±0 2. CONSTRUCT ALL MECHANICAL RELATED WALL AND SLABE OPENINGS AFTER GETTING APPROVALS FROM SUPERVISORS WITH SHOP DRAWINGS REFERING TO MECHANICAL DRAWINGS BEFORE CONSTRUCTIO

PIT ACCESS

STO-5 창고-5

DRESSING 4 탈의실-4

3,600

0 12

DOWNSPOUT LOADING DOCK PLATFORM

14,950

11,605

STRIP DOOR

AHU 공조실

AR-30

7,450

EL +2,300

CON'C PAD

10,250

CON'C PAD

12,055

2,395

EA LOUVER

EVA.ST-7A

INSPIRE INTERGRATED RESORT

CANOPY ABOVE

OA LOUVER

GREEN RM 5 그린룸-5

7,500

GREEN RM-4 그린룸-4

OFFICE-14 사무실-14

AR-27

5,000

11,000

TPS

AR-28

Woodruff

AR-14

R-15

CON'C PAD OA LOUVER

5,100

TR-02 (W=200) (PJW-9907)

CYLINDER RM 소화가스실

3 ,7

CON'C PAD

STO 창고

8, CON'C PAD

EA LOUVER

50 AHU 공조실 VEST. 2 전실

65 0

VIP LOUNGE VIP라운지

BAG CHECK 가방체크실

EL +3,350

PANTRY 보조주방

FS PLANT 소방펌프실

EVA.EV-1

EL LOBBY 승강기 로비 EL +3,500

LV 01 FLOOR PLAN 1층 평면도

9,8 0

AR-11

TR(W) 화장실(여) TR(M) 화장실(남)

4,550

Date

DRAWING TITLE

EVA.ST-1A BRAILLE TILE

Rev.

7th CD PKG 1 (CD100) 6th CD PKG 1 5th CD PKG 1-1 4th CD PKG 1 (CD 50) 3rd CD PKG 1 For Sub structure & Foundation Description

AR-2

13 ,6

23 ,4

EGRESS CORR. PIT ACCESS

2019.12.31 2019.11.29 2019.11.01 2019.07.30 2019.07.01 2019.05.30

KEY PLAN:

AR-1

0 TO CONCOURSE

5 4 3 2 1 0

EVA.ST-10B

8,050 EVA.EV-1

,150

R-15

ARENA LOBBY

WATER TANK

ILLE TILE

ENTRY

AR-10

13 ,6

5,100 10,900

16,900

EVA.ST-10A

AR-3

2 AR-EVA-3101

Drawn: G.H.KIM Scale:

11,000

13,800

57,800

AR-14

AR-13

LV01 FLOOR PLAN 1층 평면도

SCALE(A1)1 : 300

AR-12

Checked: KRIS CHAE

Approved: I.K.KI NORTH

A1 = 1/300

ISSUE DATE

2019.12.31

SEQUENCE

HDA- DE-CD

DRAWING NUMBER

AR-EVA-3002

ALL UNITS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE

HDA-DE-CD-AR-EVA-3002

Portfolio

AR-A

AR-B

AR-C

AR-D

AR-17

AR-D

AR-17

11,837

AR-15

AR-16

11,000

AR-14

AR-15

AR-16

11,000

AR-14

11,000

AR-13

11,000

AR-D

11,837

AR-D

AR-C

AR-B

AR-A

ROOF UPPER EVA EL. +39710

11,837

TOP OF PARAPET EVA EL. +29185

11,000

11,837 260

260

ROOF UPPER EVA ROOF LOWER EVA EL. +39710 EL. +26750

+26.75M

LV 05 EVA EL. +22200EVA TOP OF PARAPET EL. +29185 LV 04 EVA EL. +17500 ROOF LOWER EVA EL. +26750 LV 03 EVA EL. +11500 LV 05 EVA EL. +22200

6.0 10

0°

.0 0

+11.5M

0° 1106.0 1 5 . 00 °

65 .0 0 °

LV 04 EVA LV 01 EVA EL. +17500 EL. +3500

.0 0

+3.5M

4,635

0°

+26.75M

4,635 01° 6 . 0 15 . 0 10 0

6. 0 10

260 4,635

260

LV 03 EVA EL. +11500

905

8,350

8,650

10,200

15,100

11,000

0°

850

.0 0

5.0

+11.5M

10,250 5.0

0°

LV 01 EVA EL. +3500

+3.5M

905

8,350

8,650

3 -

LONGITUDINAL GEOMETRY SECTION 횡단면도 10,200

15,100

11,000

10,250 850

SCALE(A1) 1 : 500

LONGITUDINAL GEOMETRY SECTION 횡단면도

SCALE(A1) 1 : 500

AL-##-PD INSULATED METAL PANEL

LV 03 EVA

R = 106,006 mm

EL +11500

AL-##-PD INSULATED METAL PANEL 74°

R = 103,510 mm R = 114,538 mm R = 135,628 mm

1 11, 12, 893

1 12, 893

1 1

12, 893

11,

12, 893

11,

83 11,

000

AL-##-PF PERFORATED ° METAL PANEL 65

837 11, 11,

000

LV 01 EVA EL +3500

00 1 ,0

AL-##-PF PERFORATED METAL PANEL

000 LV 01 EVA EL +3500

EXT FACADE PANELS

5° 11

12, 893

EL +11500

R = 135,628 mm

00 1 ,0

LV 03 EVA

R = 106,006 mm R = 114,538 mm

00 1 ,0

837

R = 103,510 mm

5° 11

12, 893

000

00 1 ,0

74°

12, 893

° 65

37 1 ,8

SECONDADY STRUCTURE

EXT FACADE PANELS SECONDADY STRUCTURE

INS

ROOF GEOMETRY AXON 지붕 지오메트리 엑소노

SCALE(A1)

ROOF GEOMETRY AXON 지붕 지오메트리 엑소노

SCALE(A1)

AR-A

AR-B

AR-A

AR-B

AR-C

AR-7

AR-D AR-7

AR-D

AR-8 AR-8

AR-9

AR-D AR-C

AR-D

AR-C

AR-B

AR-A

인천국제공항 국제업무지역(IBC)

INSPIRE INTER

인스파이어 복합리조트 개발사업(1단

AR-A

INSPIRE INTERGRATED RESORT

ARCHITEC 4/F Hyund Jongno-gu

ARCHITECT OF RECORD T +82 (2) 4/F Hyundai Building, 75, Yul F +82 (2) Jongno-gu, Seoul, Republic o T +82 (2) 746-6500 NOTE F +82※ (2) 513-5000

ROOF UPPER EVA EL. +39710

260 +26.75M

260 0°

LV 05 EVA EL. +22200

LV 04 EVA EL. +17500

.0 0 .0 0 74

3,785

5.0

LV 04 EVA EL. +17500 +11.5M

0°

+3.5M

.0 0

LV 03 EVA EL. +11500

+11.5M 55

0°

5.0

LV 05 EVA EL. +22200

.0 0

EL. +26750

+11.5M

EL. +29185

ROOF LOWER EVA EL. +26750

3,785

4,635

+3.5M

TOP OF PARAPET EVA EL. +29185

+26.75M

° .0 0 7 4 ° .0 0

+11.5M

6 10

6. 0 10 ° . 00

ROOF UPPER EVA EL. +39710

TOP OF PARAPET ROOF EVA LOWER EVA +26.75M

590

+29.755M

+26.75M

4,635

590

+29.755M

+3.5M

850

8,650 8,650

10,200 10,200

18,050 18,050

11,000

LV 01 EVA EL. +3500

LV 03 EVA EL. +11500

850

4 -

1. EXTERIOR PANEL 외 A. AL-##-PD : Alumin

※NOTE

1. EXTERIOR PANEL 외장패널 w/insulati A. AL-##-PD : Aluminum Solid Panel 2.5mm

B. AL-34-SH : Aluminu C. AL-##-PF : Alumin

w/insulation (알루미늄판넬)

B. AL-34-SH : Aluminum SHEET (알루미늄 (알루미늄 C. AL-##-PF : Aluminum PERFORATED

D. MT-02-PA : POLYM E. MT-03-PA : POLYM

(알루미늄 타공시트)

D. MT-02-PA : POLYMETAL PANEL (메탈 (메탈 E. MT-03-PA : POLYMETAL PANEL - ORA

판넬) F. RP-01-MO : MONO

(메탈

LV 01 EVA EL. +3500

11,000

R 10 351 0

10,250 10,250

R 10 351 0

R-B

Woodruff

R-B

인천국제공항 국

인스파이어 복합리

판넬) G. RP-01-SS : STAND F. RP-01-MO : MONO ROOF 2. GLASSSEAM 유리ROOF G. RP-01-SS : STANDING

A. GLI-02 : 37.52MM L 2. GLASS 유리 GR A. GLI-02 : 37.52MM Laminated(LIGHT Insulation

B. GL-02-IB : 28MM In (LIGHT GRAY) / (접합복층유 (LIGHTGlas GR B. GL-02-IB : 28MM Insulation Low-E

FOR ALL EXTERIOR (LIGHT3.GRAY) / 로이 복층유 REFER TO LIGHTING 3. FOR ALL EXTERIOR LIGHTING, 4. FOR ALLFOR EXTERIOR REFER TO LIGHTING DWG TYPE REFER TO 4000 SER 4. FOR ALL EXTERIOR STAIRS, REFER TO 4000 SERIES

CROSS GEOMETRY SECTION CROSS GEOMETRY SECTION 종단면도 4종단면도 SCALE(A1) 1 : 500 SCALE(A1) 1 : 500

AL-##-PD AL-##-PD INSULATED METAL INSULATED PANEL

METAL PANEL

LV 03 EVA EL +11500

106,006 mm R R= =114,538 mm

EL +11500

74°

LV 03 EVA

103,510 mm R R= =106,006 mm

74°

R = 103,510 mm

114,538 mm R R= =135,628 mm

° 65

R = 135,628 mm

° 65

AL-##-PF PERFORATED AL-##-PF METAL PANEL

Rev.

PERFORATED METAL PANEL

Date

KEY PLAN:

Date

KEY PLAN:

LV 01 EVA EL +3500

5° 11

LV 01 EVA

Description

Rev.

EL +3500

5° 11

DRAWING TITLE

EXT FACADE PANELS

DRAWING TITLE ENCLOSURE SYST DIAGRAM-3 ENCLOS DIA 외벽 시스템 다이어그

SECONDADY STRUCTURE

EXT FACADE PANELS

INSULATION SECONDADY STRUCTURE PERFORATED PANELS INSULATION WINDBEAM PERFORATED PANELS

RIB STRUCTURE WINDBEAM

Drawn: G.H.KIM Scale:

RIB STRUCTURE

2 -

FACADE DETAIL DIAGRAM 파사드 분해도DETAIL DIAGRAM FACADE SCALE(A1) 파사드 분해도 2 -

SCALE(A1)

ALL UNITS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE

외벽 시스템

Checked: KRIS CHAE

Approve

A1 = 1/500 Drawn: G.H.KIM

Check

ISSUE DATE

Scale: 2019.12.31

SEQUENCE

A1 = 1/5

ISSUE DATE

HDA- DE-CD

2019.12.

DRAWING NUMBER SEQUENCE

HDA- DE-CD AR-EVA-3504 DRAWING NUMBER

HDA-DE-CD-AR-EVA-3 AR-E

HDA-DE-CD

ALL UNITS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE

Portfolio

AR-13

AR-14

AR-15

AR-16

AR-17

AR-25

ROOF UPPER EVA

B B

A A

A B

B A B

B B

B A

B B

A B

B B

B A

A B

B A

A B

C D

A B

AR-15

B B

A A

B A

AR-14

C C D

AR-13

ROOF UPPER EVA

A A

LV 01 EVA

A A

LV 03 EVA

B A

B B

D C

A B A

C C

D D D

C C

D C C

C C

D D

C C

D D

C C

D C C

D D

C C

C D D

D D

C C

D C

B B

AR-1 5

AR-1 4

D D

C C

D D

B B

A B

B A

D C

C C

C C D

C D

D D

C C

D D

C D

C C

D C

A B B

A B

C C

D D C

D C

C C

AR-1 1 B

A B

D D C

AR-1 3

A A A A

AR-1 6

AR-1 7

SCALE(A1)1 : 350

A A B

LV 01 EVA

UNFOLDED SKIN_WEST & NORTH 서, 북측 입면 전개도

C C

D D

A A

C C

A B B

B A

B B

A B

B A

LV 03 EVA

ROOF UPPER EVA

D C

AR-25

AR-17

A B

B A

AR-16

B B

A A

A B A

A A

ROOF UPPER EVA

C C C

C C

D C C C

C C C

AR-1 6 C

C C D

AR-1 5

AR-1 4

C D

C C

AR-1 3 C

C D

C C

C D D

LV 03 EVA

LV 01 EVA

UNFOLDED SKIN_EAST & SOUTH 동, 남측 입면 전개도

SCALE(A1)1 : 350

C C C

AR-1 1 C

D C

C C C

LV 01 EVA

A A

LV 03 EVA

B B

AR-1 7

B A

Woodruff

COLOR LEGEND

AR-7

B B

A A

B B B

A B

A A B

B B

A A

AR-8

B B

A B

A A

AR-9

A A

B B

AR-7

C C C

D C C

D D C

D D

C C

D D C

D D

D C C

C C

C C C

D D

C C C

B A

A B

B B

A B

D D

AR7

C C

B A

AR5

A B

A A

B A

A A

B A

A B B

A A

A B

A A

AR8

D D

B B

C C

C C C

D D

D C D D

C C C

A B

C C

AR9

ARCHITECT OF RECORD 4/F Hyundai Building, 75, Yulgok-ro, Jongno-gu, Seoul, Republic of Korea T +82 (2) 746-6500 F +82 (2) 513-5000

C C

C D

D C

C C C

D C

C D

C C

C D

C C

D C

C C

C C C

C C

D C

C C

B B

D C

A A

C C

B B

D C C

C D D

B A

A B

A A

A B

B A A

B B B

A B A A

AR-19 D D

D D

C C C C

A B

A A A

C C

B B B

INSPIRE INTERGRATED RESORT

A A

AR-9

A A

AR-8

A A

B A

A B B

A B

B B

A A

A B

A A

B B

A B A

C C

A A

인천국제공항 국제업무지역(IBC)-III 인스파이어 복합리조트 개발사업(1단계)

MATERIAL CODE FOR AL-##-PD / AL-##-PF AL-31-PD/AL-31-PF AL-32-PD/AL-32-PF AL-33-PD/AL-33-PF AL-34-PD/AL-34-PF (50% SHEEN)

AR-19

A B

RAL CODE 270 85 05 270 80 10 270 30 20 270 30 20

RGB COLOR 210,214,219 190,200,216 46,71,100 #1 46,71,100 #2

A B C D

Rev.

AR9

AR8

AR7 C

D D C C C D D D C C D C C C C C

C D D C D

D C

D D

D C

C C

C D D

C C C

D D

C D

C C C

C D C C

D D

C C C

D D

C C

D D

C C C

D D

C D

C C

D C

C D

C C

D C C

C C

C D

D C

DRAWING TITLE

UNFOLDED ENCLOSURE 외벽 시스템 전개도

C C

C D

D C

C C

Description

D D

C C

D C

C D

C C

D D

C D

Date

KEY PLAN:

AR5

Drawn: G.H.KIM

Scale:

Checked: KRIS CHAE

Approved: I.K.KIM

A1 = 1/350

NORTH

ISSUE DATE

2019.12.31

SEQUENCE

HDA- DE-CD

DRAWING NUMBER

AR-EVA-3506

ALL UNITS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE

HDA-DE-CD-AR-EVA-3506

Portfolio

AR-8 2,400

2,400

AR-8 240

2,400

2,160 2,400

240

LV 04 EVA EL. +17500

2,400

2,160

6,000

LV 04 EVA EL. +17500

AL-##-PD

LV 03 EVA EL. +11500 LIGHT REVEAL

LV 03 EVA EL. +11500

8,000

LIGHT REVEAL

AL-##-PF

LV 01 EVA EL. +3500 LV 01 EVA EL. +3500

2 2-

EXT. WALL ELEVATION 10 외벽 WALL 부분 입면도-10 EXT. ELEVATION 10 SCALE(A1)1 : 60 외벽 부분 입면도-10

SCALE(A1)1 : 60

AR-8 AR-8

DW6 DW6

ELEC-EVA2 부전기실

3,500 3,500

AUDIO STOR. 음향 장비실 AUDIO STOR. 음향 장비실

+3350 +3350

MT-03-PA AL-##-PF AL-##-PF CONCRETE SHEAR WALL

EVA.ST-4A 계단실-4A

EVA.ST-4B 계단실-4B

EVA.ST-4A 계단실-4A

EVA.ST-4B 계단실-4B

1,620 1,620

1,4201,420

200 200

CONCRETE SHEAR WALL

AR-A AR-A

REFER

ELEC-EVA2 부전기실

MT-03-PA

EL ± 11

1 1-

LV 01 ENLARGED PLAN 10 LV ENLARGED PLAN 10 1층01부분 평면도-10 1층 부분 SCALE(A1)1 : 60 평면도-10

SCALE(A1)1 : 60

(1/FAC REFER TO (1/FAC-E REFER

(3/FAC REFER TO (3/FAC-E

Woodruff

AR-A

인천국제공항 국제업무지역(IBC)-III

인스파이어 복합리조트 개발사업(1단계)

+29184

INSPIRE INTERGRATED RESORT +29185

2,435

8 00

TOP OF PARAPET EVA EL. +29185

THK 225 INSUL.

8 00

REFER TO FACADE (1/FAC-EVA-8305)

ROOF LOWER EVA EL. +26750

RP-01-MO

8 00

1/50 SLOPE

LV 06 EVA RIGGING EL. +26700

+26200

※NOTE 1. CORKING AT DIFFERENT MATERIALS INTERFACE, AND REINFORCE INSULATION AT LEAKING AND DEFECT PARTS

8 00

이질재간 만나는 부분은 코킹처리하고, 단열이 결손되거나 취약한 부분은 단열

4,500

8 00

6,685

보강할 것. 2. GET APPROVALS FROM GAMRI FOR SECONDARY STEEL ACCESSORY AFTER SAMPLE SUBMISSION, USE GALVANIZED STEEL AND ANTI-RUST TREATMENT AT WELDED PARTS

SPRAY- APPLIED FIRE PROOFING

8 00

하지철물 악세사리는 샘플 제출후 감리자의 승인을 득하고, 철제부위는 아연도금 처리된

8 00

FIRE STOPPING

LV 05 EVA EL. +22200

8 00

REFER TO FACADE (3/FAC-EVA-8301)

ARCHITECT OF RECORD 4/F Hyundai Building, 75, Yulgok-ro, Jongno-gu, Seoul, Republic of Korea T +82 (2) 746-6500 F +82 (2) 513-5000

것을 사용하고 용접부위는 방청할것. 3. PLACE CONCRETE AT SLAB OPENINGS OF ALL MEPF PIPING AFTER PIPING CONSTRUCTION FOR FIRE COMPARTMENT BETWEEN FLOORS

8 00

설비 샤프트 바닥 및 외벽과 접하는 슬라브는

8 00

800

4,700

단열 및 방수는 PJW 계획도 참조 5. REFER TO INTERIOR FINISH TABLES 실내 마감은 재료마감표 참조 6. INSTALL APPLICABLE MATERIAL FOR WINDRESISTANCE AND SEISMIC PERFORMANCE ON EXTERIOR CEILING FRAME

800

REFER TO FACADE (2/FAC-EVA-8301)

층간방화로 층별 구획할 것. 4. REFER TO PJW PLAN REGARING TO INSULATION & WATERPROOF MATERIAL

AL-##-PD

외부 천장틀은 내풍 및 내진 성능에 적합한 8 00

자재를 설치할것 7. MATERIALS 외장재료 7.1. EXTERIOR PANEL 외장패널 A. AL-##-PD : Aluminum Solid Panel 2.5mm w/insulation (알루미늄판넬) B. AL-34-SH : Aluminum SHEET (알루미늄시트) C. AL-##-PF : Aluminum PERFORATED

25,685

8 00

11000.00

8 00

LV 04 EVA EL. +17500

8 00

THK 180 TERRACO EIFS PF SYSTEM

(알루미늄 타공시트) F. MT-02-PA : POLYMETAL PANEL (메탈판넬) MT-03-PA : POLYMETAL PANEL (메탈판넬)

6,000

7.2. GLASS 유리 B. GLI-02 : 37.52MM Laminated Insulation Glass

CONCOURSE-W 콩코스-서

(LIGHT GRAY) / (접합복층유리)

8 00

EVA.ST-4B 계단실-4B

6,000

8 00

TR-01-IA

8 00

THK 180 INSULATION

3,675

8 00

.01 74

REFER TO FACADE (1/FAC-EVA-8313)

4,634 3,986

LV 03 EVA EL. +11500

EL ± 11496

8 00

REFER TO FACADE (1/FAC-EVA-8336)

. 00

THK 180 INSUL.

8 00

5,000

8 00

REFER TO FACADE (3/FAC-EVA-8307)

8 00 8 00

Rev.

Date

Description

KEY PLAN:

8,000

MT-03-PA

AL-##-PF

8 00 8 00

EVA.ST-4B 계단실-4B

8 00

AUDIO STOR. 음향 장비실

8 00 8 00

WP-02

LV 01 EVA EL. +3500

150

PAVEMENT; SEE LANDSCAPING

DRAWING TITLE

F13C

WP-02 THK10 PROTECTION BOARD

REFER TO FACADE (2/FAC-EVA-8304)

THK20 CEMENT MORTAL WP-02 THK60 PLAIN CONCRETE

REFER TO FACADE (3/FAC-EVA-8312)

EXT. WALL SECTION 10 외벽 부분 단면도-10

SCALE(A1)1 : 60

EXT. WALL SECTIONS @ WEST_2 외벽 입단면 상세도-8 Drawn: G.H.KIM Scale:

Checked: KRIS CHAE

Approved: I.K.KIM

A1 = 1/60

NORTH

ISSUE DATE

2019.12.31

SEQUENCE

HDA- DE-CD

DRAWING NUMBER

AR-EVA-3558

ALL UNITS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE

HDA-DE-CD-AR-EVA-3558

Portfolio

AR-A

7 1,

8 54

48 8 1, 00

0 40

G R 18, I D 745 AR -2 5

1 AR-EVA-4010

5 3,

7 1,

EL: +3350

STAIRS ABOVE

0 ) 64 80 3, Tx2 3 (1

PAINTED CONCRETE COLUMN

5 1,

0 92

0 35

0 1,

MT-03-PA

10 EGRESS CORR. 피난복도

2 AR-EVA-4010

STEEL RIB SEE STR DWG FOR SIZE

0 35

SEE LANDSCAPE FOR FINISH GRADE & PAVING TYPE

2, 0 15 1, 0 80

LV03 FLOOR ABOVE

TR(W) 화장실(여)

0 35

AR-24

MT-03

AR-24 TR(M) 화장실(남)

ATM MA

MT-03 EL: +3350

SLO PE

1/20 MIN

EVA-MP02

FOR F FINISH INTERI PACAK

3,27

MT-03-PA

150

4,200 (15Tx280)

7,145

130

22.50° 22 .5 0

EVA.ST-5 계단실-5

MT-03-PA

TYPE H (PJW-9910)

AL-##-PD

1,057 11,100 TO GRID AR-7

** ST-8, OPPOSITE EL: +3350

350 350

ELEC-EVA2 부전기실

1,800

1,350 3,630

ST-5 LV 01 PLAN ST-5 부분 평면도(1층)

SCALE(A1)1 : 60

Woodruff

인천국제공항 국

인스파이어 복합리

INSPIRE INTER

AR-A

0 15

0 84 5 2,

1, 7

ARCHITEC 4/F Hyunda Jongno-gu, T +82 (2) 7 F +82 (2) 5

6 3, 95 00

AR-EVA-4010

AL-##-PD

0 20

0 40

0 ) 76 80 4, Tx2 7 (1

15 0

AR-A

5 25

1, 8

TYPE H 11500 (PJW-9910)

5 3, 00

※NOTE 1. LEVEL - LV 00 EVA = EL 550 = - LV 01 EVA = EL 3,500 - LV 03 EVA = EL 11,50 - LV 04 EVA = EL 17,50 - LV 05 EVA = EL 22,20 - LV 06 EVA RIGGING = - ROOF LOWER EVA = - ROOF UPPER EVA = 2. CONSTRUCT ALL MEC AND SLAB OPENINGS FROM SUPERVISORS WITH SHOP DRAWING NICAL DRAWINGS BE

설비관련 모든 벽체 7 1,

설비도면 참조하여

감리자의 승인을 득한 3. USE FIRE-RESISTANC ALL ELEV. DOORS

0 1,

ELEV도어는 방화성능

TYPE H (PJW-9910)

MT-03-PA

: HOSE BOX. 방

: INDOOR HYD - REFER TO FIRE PRO DRAWING FOR LOCA INDOOR HYDRANT

AR-EVA-4010

옥내소화전 및 방수 TYPE H (PJW-9910)

소방도면 및 인테리 5. REFER TO PJW INSUL TION MATERIAL

STEEL RIB SEE STR DWG FOR SIZE

EVA.ST-5 계단실-5

FL -3000 SL -3300

8 1,

TR(W) 화장실(여)

FL +0 SL -100

0 15

AR-24

ATM MACHINE

FOR FOOR FINISH, SEE INTERIOR PACAKGE

STAIR BELOW

0 Rev.

2019.07.30 4th Date

KEY PLAN:

AL-##-PD

** ST-8, OPPOSITE

DRAWING TITLE

ST-5 & 8 EN ST-5 확 Drawn: G.H.KIM Scale:

ST-5 LV 03 PLAN ST-5 부분 평면도(3층)

SCALE(A1)1 : 60

Checke

A1 = 1/60

ISSUE DATE

2019.12.3

SEQUENCE

HDA- DE-CD

DRAWING NUMBER

AR-EV

HDA-DE-CD-

ALL UNITS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE

Portfolio

PAINTED STL RIB FOR FACADE

TYPE H (PJW-9910)

AL-##-PD

PANEL DEMARCATION FOR AL-##-PD & AL-##-PF

AL-##-PD

AL-##-PF AL-##-PF

TYPE H (PJW-9910)

PAINTED STL WIND BEAM FOR FACADE

TYPE H (PJW-9910) PAINTED PERIMETER CONCRETE BEAM. SEE STR DWG FOR AL-##-PD SIZE STAIR 5

PANEL DEMARCATION FOR AL-##-PD & AL-##-PF

ENCLOSURE OPENING FOR EGRESS

TYPE H (PJW-9910)

AL-##-PF

PAINTED PERIMETER

4,660 TO GRID AR-25 BEAM. CONCRETE

10,600

ST-5 AXON VIEW ST-5 엑소노

SCALE(A1)

730

SEE STR DWG FOR SIZE

ENCLOSURE OPENING FOR EGRESS

AR-EVA-4010

LV 04 EVA EL. +17500

3,800

THK 180 EFIS FINISH PAINTED STL RIB SEE STR FOR SIZE

TR-01-IA

10,600

EVA.ST-5 계단실-5

F55

SCALE(A1)

TYPE H (PJW-9910)

LV 04 E EL. +1

F55

LV 03 EVA EL. +11500

3,800

LV 03 EVA EL. +11500

TYPE H (PJW-9910)

THK 180 EFIS FINISH 3,000 (18RX166.7)

CONCOURSE-W 콩코스-서

3,000 (18RX166.7)

2,200

2 AR-EVA-4010

LV 04 EVA EL. +17500

ST-5 AXON VIEW ST-5 엑소노

730

ATM

CONCOURSE-W 콩코스-서

6,000

4,660 TO GRID AR-25

TR-01-IA

F55

LV 03 E EL. +1

TYPE H (PJW-9910) PAVEMENT; SEE LANDSCAPING

3,000 (18RX166.7)

2,747 (16RX171.7)

PAINTED CONCRETE COLUMN SEE STR DWG FOR SIZE

150

TYPE H (PJW-9910)

2,840

4,760 (17T X 280)

1,780

3,640 (13TX280)

LV 01 EVA EL. +3500

4,200 (15TX280)

VARIES

** ST-8, OPPOSITE

2,403 (14RX171.7)

8,000

5,000

EGRESS CORR. 피난복도

LV 03 EVA EL. +11500

LV 01 EVA EL. +3500

MT-03-PA

CONCOURSE-W 콩코스-서

150

F55

EVA.ST-5 계단실-5

150

2,200

TYPE H (PJW-9910)

CONCOURSE-W 콩코스-서

8,000

ATM

2,403 (14RX171.7)

8,000

6,000

TYPE H (PJW-9910)

ST-5 SECTION A ST-5 부분 단면도-A

SCALE(A1)1 : 60

TYPE H (PJW-9910)

MT-03-PA

EGRESS CORR. 피난복도

150

LV 01 EVA EL. +3500

150

2,747 (16RX171.7)

PAINTED CONCRETE COLUMN SEE STR DWG FOR SIZE

2,840

4,760 (17T X 280)

1,780

3,640 (13TX280)

VARIES

4,200 (15TX280)

** ST-8, OPPOSITE

ST-5 SECTION A ST-5 부분 단면도-A

SCALE(A1)1 : 60

LV 01 E EL. +35

INSULA

단열 및 3. REFER

Woodruff

실내 마 4. SYMBO

STAIR 5

4.1

TYPE H (PJW-9910)

AR-A

AXON VIEW 엑소노

1 AR-EVA-4010

LV 04 EVA EL. +17500

THK 180 EFIS FINISH

6,000

PAINTED STL RIB SEE STR FOR SIZE

TR-01-IA

TYPE H (PJW-9910)

EVA.ST-5 계단실-5

CONCOURSE-W 콩코스-서

3,000 (18RX166.7)

LV 03 EVA EL. +11500

THK 180 EFIS FINISH TYPE H (PJW-9910) BEAM (BEYOND)

THK 180 INSULATION

8,000

0 Rev.

5,000

KEY P

EVA.ST-5 계단실-5

WP-02

PAVEMENT; SEE LANDSCAPING

DRAW

150

LV 01 EVA EL. +3500

Drawn: G Scale:

** ST-8, OPPOSITE

SCALE(A1)1 : 60 ALL UNITS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE

SEQUEN

HDA

DRAWIN

ST-5 SECTION B ST-5 부분 단면도-B

ISSUE D

HDA

Portfolio

UPPER SEATING BOWL

VOM CEILING SEE SCHEDULE FOR TYPE

ADA VOM CEILING PLATFORM SEE SCHEDULE FOR TYPE

ADA PLATFORM

VOM CEILING SEE SCHEDULE FOR TYPE

ADA PLATFORM

1,80

3,000

MAIN CONCOURSE

VOM OPENING: 1800mm CEILING HEIGHT: 3000mm

MAIN CONCOURSE

4,3 00

3D_VOMITORY, TYPE B VTYPE OM OPENING: 1B 800mm VOM OPENING: 1800mm 3D_VOMITORY, CEILING HEIGHT: 3000mm CEILING HEIGHT: 3000mm 3D 객석출입구,TYPE B 2 3D 객석출입구,TYPE B 3D_VOMITORY, 3D_VOMITORY, TYPE B TYPE B SCALE(A1) SCALE(A1) 3D 객석출입구,TYPE 3D 객석출입구,TYPE B B 2

SCALE(A1)

VOM CEILING SEE SCHEDULE FOR TYPE

4 -

SCALE(A1)

REFER TO INTERIOR

SCALE(A1)

SUITE SEATING BOWL REFER TO INTERIOR

REFER TO INTERIOR

D D E E 3D_VOMITORY, TYPE D V3D_VOMITORY, OM OPENING: 4300mm VOTYPE M OPENING: 43D 00mm CEILING HEIGHT: 4000mm CEILING HEIGHT: 4000mm D 3D 객석출입구,TYPE D D 4 3D 객석출입구,TYPE D 3D_VOMITORY, 3D_VOMITORY, TYPE D TYPE D SCALE(A1) SCALE(A1) D 3D 객석출입구,TYPE 3D 객석출입구,TYPE D D 4

SCALE(A1)

인천

인스파

SUITE SEATING BOWL

ADA PLATFORM

VOM OPENING: 4300mm CEILING HEIGHT: 4000mm

VOM ,3O0P0 ENING: 4300mm CEILING HEIGHT: 4000mm

UPPER SEATING BOWL

4,3 00

VOM OPENING: 1800mm CEILING HEIGHT: 3000mm

4,000

MAIN CONCOURSE

4,000

1,80

3,000

MAIN CONCOURSE

VOMITORY

3,000

1,80

3,000

1,80

VOMITORY

MAIN CONCOURSE

LOWER SEATING BOWL

VOMITORY

LOWER SEATING BOWL

VOMITORY VOMITORY

LOWER SEATING BOWL

VOMITORY

ADA PLATFORM

LOWER SEATING BOWL

VOM CEILING SEE SCHEDULE FOR TYPE

4,000

VOM CEILING SEE SCHEDULE FOR TYPE

4,000

VOM CEILING SEE SCHEDULE FOR TYPE

SUITE SEATING BOWL

C UPPER SEATING BOWL

UPPER SEATING BOWL LOWER SEATING BOWL

UPPER SEATING BOWL

REFER TO INTERIOR

LOWER SEATING BOWL

UPPER SEATING BOWL

LOWER SEATING BOWL

VOMITORY

3,000

5 MAIN CONCOURSE

TYPE B YPE B

3,62

4 -

VOM CEILING SEE SCHEDULE FOR TYPE

3D_VOMITORY, TYPE D 3D 객석출입구,TYPE D 3,62

VOM CEILING VOMITORY SEE SCHEDULE FOR TYPE

MAIN CONCOURSE

VOM CEILING SEE SCHEDULE FOR TYPE

3,6

VOMITORY

3,6

MAIN CONCOURSE

LOWER SEATING BOWL

SCALE(A1)

4,000

VOMITORY

MAIN CONCOURSE

3,6

VOM OPENING: 3600mm CEILING HEIGHT: 4000mm

VOMITORY KEY PLAN 객석출입구 KEYPLAN

SCALE(A1)1 : 600

VOM CEILING SEE SCHEDULE FOR TYPE

3D_VOMITORY, TYPE C VOM OPENING: 3600mm VOTYPE M OPENING: 36C 00 m m 3D_VOMITORY, CEILING HEIGHT: 4000mm CEILING HEIGHT: 4000mm 3D 객석출입구,TYPE C 3 3D 객석출입구,TYPE C 3D_VOMITORY, 3D_VOMITORY, TYPE C TYPE C SCALE(A1) SCALE(A1) 3D 객석출입구,TYPE 3D 객석출입구,TYPE C C 3

SCALE(A1)

3 -

VOMITORY

VOM CEILING SEE SCHEDULE FOR TYPE

VOM CEILING SEE SCHEDULE FOR TYPE VOM CEILING SEE SCHEDULE FOR TYPE

UPPER SEATING BOWL

3,60

MAIN CONCOURSE

VOMITORY

4,000

VOMITORY

4,000

VOM CEILING SEE SCHEDULE FOR TYPE

KEY P

DRAW

VOMITORY MAIN CONCOURSE

3,60

VOM CEILING SEE SCHEDULE FOR TYPE

MAIN CONCOURSE

객석

VOM OPENING: 3600mm CEILING HEIGHT: 4000mm

3D_VOMITORY, TYPE C 3D 객석출입구,TYPE C

3D_VOMITORY, TYPE E 3D 객석출입구,TYPE E

SCALE(A1)

Drawn: G Scale:

ISSUE D

SEQUEN

HDA

DRAWIN

ALL UNITS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE

Rev.

LOWER SEATING BOWL

3,6

SCALE(A1)

LOWER SEATING BOWL

VOM CEILING SEE SCHEDULE FOR TYPE

3,60

MAIN CONCOURSE

LOWER SEATING BOWL

TYPE A YPE A

VOMITORY

VOM OPENING: 3600mm CEILING HEIGHT: 4000mm

MAIN CONCOURSE

VOM OPENING: 3625mm CEILING HEIGHT: 3000mm

MAIN CONCOURSE

3,6

3D_VOMITORY, TYPE A VOM OPENING: 3625mm VTYPE OM OPENING: 3A 625mm 3D_VOMITORY, CEILING HEIGHT: 3000mm CEILING HEIGHT: 3000mm 3D 객석출입구,TYPE A 1 3D 객석출입구,TYPE A 3D_VOMITORY, 3D_VOMITORY, TYPE A TYPE A SCALE(A1) SCALE(A1) 3D 객석출입구,TYPE 3D 객석출입구,TYPE A A 1

VOMITORY

VOM CEILING SEE SCHEDULE FOR TYPE

SCALE(A1) VOM OPENING: 3625mm CEILING HEIGHT: 3000mm

4,000

3,62

MAIN CONCOURSE

VOMITORY

VOM OPENING3,:6245 300mm CEILING HEIGHT: 4000mm

4,000

4,3 00 MAIN CONCOURSE

LOWER SEATING BOWL

4,000

VOMITORY

LOWER SEATING BOWL

4,000

LOWER SEATING BOWL

MAIN CONCOURSE

LOWER SEATING BOWL

HDA

Woodruff

인천

인스파

LOWER SEATING BOWL

B A

VOMITORY KEY PLAN 객석출입구 KEYPLAN

SCALE(A1)1 : 600

LOWER SEATING BOWL

Rev.

KEY P

LOWER SEATING BOWL

Portfolio

Category

New Construction

Status

In Construction

City

Country

Los Angeles

USA

SEED LA 2019 - 2020 Project Team Yupil Chon, Soo Ahn, Markus Sohst, Charles Wang, Yan Leng, Robert Nalbandyan, Michael Woodruff

Project Phases SD, DD, CD

Project Responsibilties • • • •

Led team responsible for constrution documentation. Led team of junior employees to provide presentation drawings and construction documents Coordinated with waterproofing, structural, landscaping consultants Participated in project meetings

Woodruff

Rendering by other

Project Description

SEED LA is a 4.2-acre vocational and 100% college-preparatory charter boarding school for resilient youth in south Los Angeles. This 113,000 square foot campus and boarding school will include 200 dormitories, 21 administrator units, 24 classrooms, social services space, cafeteria, gymnasium, offices and a reading room. The SEED LA site integrates and enhances the current context of the neighborhood’s buildings with an architectural design that responds to the bustling corridor along Vermont Avenue, while respecting the small scale residential building to the east. The campus features various building elements such as balconies, building offsets and terraces, resulting in a modern expression that is wellsuited for the vibrant, communal, and interactive educational experience.

Portfolio

2 A6.102

A.1

A2 LOAD BEARING WALL, S.S.D. 0991.PT01 0924.ES01

0991.PT01 0924.ES01

A5.002

1014.01

4' - 0"

TOP OF STAIR 219.89

MAX ALLOWABLE BUILDING HEIGHT 216.50

0991.PT07 0924.ES01

C.9

5' - 0"

TOP OF PARAPET 215.89 ROOF 210.89

10' - 0"

C41

1' - 0 3/4"

10' - 0"

6TH FLOOR 200.89

SE67

1' - 0 3/4"

71' - 0"

4TH FLOOR 180.89

10' - 0"

74' - 0"

10' - 0"

5TH FLOOR 190.89

1' - 0 3/4"

3 A6.103

10' - 0"

3RD FLOOR 170.89

2ND FLOOR 160.89

SE67 LV-J

LV-J LV-H

16' - 0" GRADE PLANE 144.41 LOWEST GRADE POINT 142.50

LV-J

S2.1

LV-H LV-H

SE18

SE19

SE18

1ST FLOOR 144.89

0924.ES01 0991.PT07

0622.ES02 A.1 A

0924.ES01 0552.RA05 0552.RA01 0991.PT01 B.1 C

0552.RA01 0552.RA02

G.7

K 1

A5.002

Woodruff

Portfolio

6' - 7 1/8"

5' - 8 1/8"

5' - 0"

TOP OF PARAPET 215.89

3 A10.103

TRANSIT PLAZA

WALL SECTION NOTES

0924.ES01

ROOF 210.89

10' - 0"

EXTERIOR CORRIDOR 600D

2 A10.103

0622.ES04

2 3 10 A10.601

0924.ES01

EXTERIOR CORRIDOR 600C

1' - 0 3/4" 3' - 6" MIN.

8 A10.101

6TH FLOOR 200.89

9 A10.601

0853.01 518A

0622.ES03 BEYOND TO BE PAINTED WITH ACCENT COLOR

RAIL TYPES

0924.ES01 0622.ES02

0552.RA01 0552.RA02 0552.RA03 0552.RA04 0552.RA05 0552.RA06

LOUNGE 507G

0622.ES04 0622.ES05

1' - 0"

0841.01

8' - 11"

10' - 0"

DORM 407B

0853.01

7 A10.303

1' - 1 5/8"

4TH FLOOR 180.89

0891.LV01 0891.VT01

0622.ES03 BEYOND TO BE PAINTED WITH ACCENT COLOR

8' - 11"

10' - 0"

318A

5 A10.303

LOUNGE 307G

1' - 0"

3RD FLOOR 170.89 0924.ES01

10' - 0"

0552.RA01 LOUNGE 218G 4 A10.104

4 A10.104

DORM 207B

5 A10.104

2ND FLOOR 160.89 CONCRETE PODIUM FASCIA TO BE CLASS 2 FINISH

16' - 0"

0841.01

HALLWAY

H3 9 A10.301

1ST FLOOR 144.89

EXTERIOR STOREFRONT GLAZING SYSTEM (REFER TO STOREFRONT SCHEDULE SHEET A0.602-A0.604 FOR TYPE) VINYL WINDOW SYSTEM (REFER TO WINDOW SCHEDULE SHEET A0.501 FOR TYPE)

LOUVER TYPES

0853.01 DORM

EXTERIOR STUCCO FIBER CEMENT BOARD LAP SIDING FIBER CEMENT BOARD FIN FIBER CEMENT BOARD CANOPY FIBER CEMENT BOARD GATE SIDING

GLASS SYSTEM TYPES

0924.ES01 418G

EXTERIOR SYSTEM TYPES

5TH FLOOR 190.89

LOUNGE

EXTERIOR FINISH LEGEND

0622.ES03

8' - 11"

10' - 0"

DORM

STRUCTURE SHOWN IS DIAGRAMMATIC, REFER TO ST JOIST / BEAM DIRECTION AND SIZING ALL PARAPETS TO BE MIN. 30" IN HEIGHT FROM ROOF ALL CONCRETE COLUMN CORNERS TO BE SQUARE, N

SCIENCE CLASSROOM

115

STOREFRONT LOUVER MECH. VENT

SPECIAL FLOORING 0996.SF01 0963.SF02 0964.SF03 0965.SF04

ELASTOMERIC COATING SPORT COURT FLOORING GYM WOOD FLOORING GYM RUBBER FLOORING

MT MT MT MT MT SP

SURROUND 7/8" EXT STUCCO OVER METAL LATH

Woodruff

FLUID WRB. GRADE D BUILDING PAPER

0' - 2"

LIQUID FLASHING, PROVIDE CONTINUOUS BEAD OF SEALANT BEHIND WINDOW FLANGE STEEL ANGLE

0' - 3 1/4"

0' - 2"

EXTERIOR

6" = 1'-0" SCALE:

VINYL WINDOW - HEAD @ FIBER CEMENT SURROUND

6" = 1'-0" SCALE:

FIBER CEMENT BOARD SURROUND INTERIOR

INTERIOR

7/8" EXT STUCCO OVER METAL LATH FLUID WRB. GRADE D 0' - 2" BUILDING PAPER

EXTERIOR

LIQUID FLASHING, PROVIDE CONTINUOUS BEAD OF SEALANT BEHIND WINDOW FLANGE

LIQUID FLASHING, PROVIDE CONTINUOUS BEAD OF SEALANT BEHIND WINDOW FLANGE STEEL ANGLE

BACKER ROD, CAULK AND SEAL AT JOINT (PAINTED TO MATCH WINDOW)

6" = 1'-0" SCALE:

INTERIOR FLUID WRB. GRADE D BUILDING VINYL WINDOW - HEAD @ FIBER CEMENT SURROUND

PAPER

0' - 2"

LAP SIDING TRIM

6" = 1'-0" SCALE:

0' - 2"

VINYL WINDOW JAMB - FIBER CEMENT SURROUND LIQUID FLASHING, PROVIDE

BACKER ROD, CAULK AND SEAL AT JOINT (PAINTED TO MATCH WINDOW)

6" = 1'-0" SCALE: CONTINUOUS BEAD OF SEALANT BEHIND WINDOW FLANGE

0' - 3 1/4" EQ

SHEET METAL SILL PAN WITH VERTICAL BACK DAM SET IN FULL BED OF SEALANT STEEL ANGLE FIBER CEMENT BOARD SURROUND

0' - 2"

FLUID WRB. GRADE D DIVORCING LAYER OVER WRB WHERE SCRATCH COAT INSTALLED

0' - 2"

BACKER ROD, CAULK AND SEAL AT JOINT (PAINTED TO MATCH WINDOW)

0' - 3 1/4"

INTERIOR

6" = 1'-0" SCALE:

7/8" EXT STUCCO OVER METAL LATH EXTERIOR

INTERIOR

FLUID WRB. GRADE D BUILDING PAPER

FIBER CEMENT BOARD SURROUND 0' - 2" STUCCO END CHANNEL

0' - 3 1/4"

2% SLOPE MIN.

SHEET METAL SILL PAN 0' - 2" LIQUID FLASHING INSIDE R.O.

STEEL ANGLE

EXTERIOR

DORM RESTROOM

BACKER ROD, CAULK AND SEAL AT JOINT (PAINTED TO MATCH WINDOW)

0' - 3 1/4"

INTERIOR

0' - 2" STEEL ANGLE

INTERIOR FIBER CEMENT BOARD SURROUND STUCCO END CHANNEL GWB BASEBOARD, SEE FINISH SHCEDULE FLUID WRB. GRADE D BUILDING PAPER

7/8" EXT STUCCO OVER METAL LATH

INTERIOR

0' - 3" MIN.

DORM RESTROOM

INTERIOR

7/8" EXT STUCCO OVER METAL LATH

SHEET METAL SILL PAN

LIQUID FLASHING INSIDE R.O. SEALANT OVER BACKER FLUID WRB. GRADE D ROD BUILDING PAPER LIQUID FLASHING INSIDE R.O.

SHEET METAL SILL PAN, PAINTED TO MATCH WINDOW FRAME

0' - 3" MIN.

BACKER ROD, CAULK AND SEAL AT JOINT (PAINTED TO MATCH WINDOW)

7/8" EXT STUCCO OVER METAL LATH

FLUID WRB GRADE D BUILDING PAPER 7/8" EXT8%STUCCO OVER SLOPE MIN. METAL LATH

STUCCO END CHANNEL

LAP SIDING TRIM

6" = 1'-0" SCALE:

VINYL WINDOW JAMB - FIBER CEMENT SURROUND

6" = 1'-0" SCALE:

BACKER ROD, CAULK AND SEAL AT BLOCKING JOINTAS(PAINTED TO MATCH REQ'D WINDOW)

INTERIOR

BER 0' - 2"CEMENT FIN

6" = 1'-0" SCALE:

0' - 3 1/4"

STEEL ANGLE

FIBER CEMENT BOARD SURROUND

INTERIOR GWB

EQ VINYL WINDOW -EQSILL - FIBER CEMENT 2% SLOPE MIN.

BASEBOARD, SEE FINISH SHCEDULE SURROUND 6" = 1'-0" SCALE:

SHEET METAL SILL PAN, PAINTED TO MATCH WINDOW FRAME

7/8" EXT STUCCO OVER METAL LATH

FLUID WRB. GRADE D DIVORCING LAYER OVER WRB WHERE SCRATCH COAT INSTALLED

SEALANT OVER BACKERBLOCK ROD REQ'D LIQUID FLASHING INSIDE PLYWO R.O.

0' - 2" 1 1/4" MAXON GYPSUM UNDERLAYMENT, (SEE FLOOR ASSEMBLY)

7/8" EXTERIOR SHEET METAL SILL PAN WITH STUCCO VERTICAL BACK DAM SET IN FULL BED OF SEALANT

FLUID WRB GRADE D BUILDING PAPER 8% SLOPE MIN.

2' - 5"

PAT. 1

[B-B-B-A-A]

2' - 2" PAT. 1

[A-B-B-A-A]

[B-B-B-A-A]

3' - 3 1/2"

3' - 3"

HSS

3' - 3"

32' - 1" 6' - 3"

3' - 3"

DOOR CLOSER SEE SPEC

6' - 3"

3' - 1 1/2"

3' - 3"

DOOR CLOSER SEE SPEC

2' - 10"

HSS STEEL FRAME

1 1/2"

8' - 0"

4" TYP.

TYP.

VERMONT ELEVATION PAINTED LETTERS

0570.MT02

3' - 3"

3' - 1 1/2"

6' - 3"

32' - 1" 6' - 3"

3' - 3"

3' - 3 1/2"

4" TYP.

1 1/2"

8' - 0"

1 1/2"

4" TYP.

PANIC HARDWARE

COURTYARD ELEVATION G1

4" TYP.

8' - 0"

4" TYP.

10"

Portfolio

2' - 5" PAT. 1

2' - 4" PAT. 2

PERF. SHEET MTL.

14NOTE: SEE SHEET A0.301 FOR GATE ELEVATIONS AND INFORMATION

14 14

NOTE: SEE SHEET A0.301 FOR GATE ELEVATIONS AND INFORMATION

STEEL CLIPS

METAL INTERMEDIATE STRUCTURE - SECTION

6" = 1'-0" SCALE:

NOTE: SEE SHEET A0.301 FOR GATE ELEVATIONS AND INFORMATION

LI C C GIU

10 METAL GATE JAMB HINGE 6" = 1'-0" SCALE: 10

PROTECTION BOARD

METAL GATE BASE - SECTION

3" = 1'-0" SCALE:

METAL GATE BASE - SECTION

3" = 1'-0" SCALE:

1 1

04/18/2019

100% SD PACKAGE

05/16/2019

DD PRICING SET

SLOPE

3" = 1'-0" SCALE:

DATE

ENTITLEMENTS

REV #

100% SD VE PACKAGE 09/19/2019

STEEL ANGLE WELDED TO STRUCTURE TUBE STEEL POST, S.S.D. BASE PLATE ANCHORED TO CLIP, CONCRETE SLAB STEEL WELDED TO TUBE STEEL POST, S.S.D. PERF. PAINT FINISH TO MATCH PERF. SHEET MTL. SHEET MTL. STEEL ANGLE STEEL CLIP, WELDED TO STRUCTURE PERF. SHEET MTL. SLOPE BASE PLATE ANCHORED STEEL ANGLE WELDED TO TOSTRUCTURE CONCRETE SLAB PAINT FINISH TO MATCH PERF. BASE PLATE ANCHORED SHEET MTL. TO CONCRETE SLAB PAINT FINISH TO MATCH PERF. SLOPEMTL. SHEET

METAL GATE BASE - SECTION

ISSUE

11/15/2019

PLAN CHECK SET 12/20/2019 ISSUE DATE REV # CLA PUBLIC HEALTH 03/13/2020 ENTITLEMENTS 04/18/2019 PLAN CHECK RESP 1 04/24/2020 1 100% SD PACKAGE 05/16/2019 ISSUE REV # CLAPH RESPONSE 1DATE 05/08/2020 2 100% SD VE PACKAGE 09/19/2019 ENTITLEMENTS 04/18/2019 PLAN CHECK RESP 2 07/09/2020 3 DD PRICING SET 11/15/2019 100% SD PACKAGE 05/16/2019 BULLETIN 003 08/14/2020 4 PLAN CHECK SET 12/20/2019 100% SD VE PACKAGE 09/19/2019 PLAN CHECK RESP 3 10/01/2020 5 CLA PUBLIC HEALTH 03/13/2020 DD PRICING SET 11/15/2019 PLAN CHECK RESP 1 04/24/2020 PLAN CHECK SET 12/20/2019 1 CLAPH RESPONSE 1 05/08/2020 CLA PUBLIC HEALTH 03/13/2020 2 PLAN CHECK RESP 2 07/09/2020 PLAN CHECK RESP 1 04/24/2020 3 1 BULLETIN 003 08/14/2020 CLAPH RESPONSE 1 05/08/2020 4 2 PLAN CHECK RESP 3 10/01/2020 PLAN CHECK RESP 2 07/09/2020 5 3 BULLETIN 003 PRINT DATE: PLAN CHECK RESP 3

08/14/2020 4 PM 9/30/2020 7:30:33 10/01/2020 5

SITE DETAILS 9/30/2020 7:30:33 PM

PRINT DATE:

SITE DETAILS 9/30/2020 7:30:33 PM

PRINT DATE:

A10.000

SITE DETAILS

A10.000 A10.000

TUBE STEEL 1/4" TUBE THK. STEEL POST S.S.D., STRUCTURE, S.S.D. PAINT TO MATCH PERFORATED SHEET SHEET METAL METAL, PAINTED, SEE 1/4" THK. ELEVATION FOR TYPE PERFORATED SHEET AND FINISH PAINTED, SEE GATEMETAL, JAMB HINGE ELEVATION FOR TYPE TUBE STEEL POST S.S.D., 6" = 1'-0" SCALE: AND TO FINISH PAINT MATCH SHEET METAL TUBE STEEL POST S.S.D., PAINT TO MATCH SHEET METAL

PROTECTION BOARD 1/2" CONCRETE ONFRAME, GRADE S.S.D. TUBE STEEL SEE CIVIL FOR 1/2" ELEVATION CONCRETE ON GRADE SEE CIVIL FOR ELEVATION PROTECTION BOARD

4 4

STEEL CLIP, WELDED TO PERF. SHEET MTL.

1/4" THK. PERFORATED SHEET TUBE STEEL FRAME, METAL, PAINTED, SEE S.S.D. 1/4" THK. ELEVATION FOR TYPE AND 1/2" PERFORATED SHEET CONCRETE ON GRADE FINISH METAL, PAINTED, SEE CIVIL FOR SEE ELEVATION FOR TYPE AND ELEVATION FINISH TUBE STEEL FRAME, S.S.D.

CONSULTANTS

TUBE STEEL POST, S.S.D.

METAL, PAINTED, SEE ELEVATION FOR TYPE AND FINISH

1/4" THK. PERFORATED SHEET METAL, PAINTED, SEE TUBE STEEL FOR TYPE ELEVATION STRUCTURE, S.S.D. AND FINISH

6" = 1'-0" SCALE:

1/4" THK.

TUBE STEEL STRUCTURE, S.S.D.

METAL GATE JAMB HINGE

3303 N. San Fernando Blvd. Suite 100 Burbank, CA 91504 T: 818.841.8388

ISSUE

METAL INTERMEDIATE STRUCTURE - SECTION

NOTE: SEE SHEET A0.301 FOR GATE PERFORATED SHEET ELEVATIONS AND INFORMATION

STEEL CLIPS

METAL

1530 S. Lewis Street SOILS ENGINEER Anaheim, CA 92805 Inc. T:Geocon, 714.508.18802 3303 N. San Fernando Blvd. Suite 100 Burbank, 91504 SOILSCA ENGINEER T: 818.841.8388 Geocon, Inc.

ISSUE

13 METAL GATE JAMB - 2 DOORS 6" = 1'-0" SCALE: 13

NOTE: SEE SHEET A0.301 FOR FOR GATEGATE NOTE: SEE SHEET A0.301 ELEVATIONS AND AND INFORMATION ELEVATIONS INFORMATION

6" = 1'-0" SCALE:

0' - 0 1/2"

6" =POST, 1'-0" SCALE: TUBE STEEL S.S.D.

Geocon, 526 Commercial StreetInc. FOOD SERVICE 3303 N. San Fernando Blvd. Glendale, CA Suite 91203100 Webb Foodservice Design Burbank, CA 91504 T: 818.396.8002 1530 S. Lewis Street T: 818.841.8388 Anaheim, CASERVICE 92805 FOOD T: 714.508.18802 Webb Foodservice Design

ELEVATIONS AND INFORMATION

METAL GATE JAMB - 2 DOORS

0' - 0 1/2"

STAMP

METAL INTERMEDIATE STRUCTURE - SECTION

13 NOTE: SEE SHEET A0.301 FOR GATE

STEEL CLIPS

0' - 0 1/2"

Webb Foodservice Design 755 N. Central Avenue PLUMBING ENGINEER S. Lewis Street Upland,1530 California 91786 Moe Plumbing Anaheim, CA 92805 T: 909.981.5051 526 Commercial Street T: 714.508.18802 Glendale, CA 91203 PLUMBING ENGINEER T: 818.396.8002 SOILS ENGINEER Moe Plumbing

ISSUE

GATE ON

TUBE STEEL POST, S.S.D. 1/4" THK.STEEL FRAME, S.S.D. TUBE PERFORATED SHEET METAL, SEE ELEVATION 1/4" THK. FOR TYPE AND FINISH PERFORATED SHEET METAL, SEE ELEVATION TUBE POST, S.S.D. FORSTEEL TYPE AND FINISH

1 1/2"

METAL

ATE

1140 N. RedMoe GumPlumbing Street ELECTRICAL ENGINEER 526 Commercial Street Anaheim, CA 92806 Walton Electric Glendale, CA 91203 T: 714.630.3200 755 N. Central Avenue T: 818.396.8002 Upland, California 91786 ELECTRICAL ENGINEER T: 909.981.5051 FOODElectric SERVICE Walton

TUBE STEEL FRAME, S.S.D. STEEL ANGLE WELDED TO STRUCTURE 1/4" THK. PERFORATED SHEET STEEL ANGLE WELDED SEE ELEVATION TOMETAL, STRUCTURE FOR TYPE AND FINISH TUBE STEEL FRAME, S.S.D.

1 1/2"

OR GATE TION 0' - 0 1/2"

1/4" TUBE THK. STEEL PERFORATED SHEET STRUCTURE, S.S.D., METAL, PAINTED, SEE PAINT 1/4" THK.TO MATCH ELEVATION FOR TYPE PERFORATED SHEET AND FINISH METAL, PAINTED, SEE ELEVATION FOR TYPE TUBE ANDSTEEL FINISH STRUCTURE, S.S.D., TO MATCH GATE PAINT JAMB - 2 DOORS TUBE STEEL 6" = 1'-0" SCALE: STRUCTURE, S.S.D., PAINT TO MATCH

Walton Electric 707 Wilshire Blvd., Suite 5100 MECHANICAL ENGINEER N. Central Avenue Los 755 Angeles, CA 90015 Upland, California 91786 T:Thermalair 213.362.7778 1140 N. Red Gum Street T: 909.981.5051 Anaheim, CA 92806 MECHANICAL ENGINEER T: 714.630.3200 PLUMBING ENGINEER Thermalair

STEEL CLIP, WELDED TO STEEL ANGLE PERF. SHEET MTL.WELDED TO STRUCTURE STEEL CLIP, WELDED TO PERF. SHEET MTL.

1 1/2"

- 0 1/2"

1800 S. Brand Blvd., Studio 212 Thermalair STRUCTURAL 1140 N.ENGINEER RedCA Gum Street Los Angeles, 91204 Miyamoto International, Inc.92806 Anaheim, CA T: 323.691.6647 707 Wilshire Blvd., Suite 5100 T: 714.630.3200 Los Angeles, CA 90015 STRUCTURAL ENGINEER T: 213.362.7778 ELECTRICAL ENGINEER Miyamoto International, Inc.

PERF. SHEET MTL.

1/4" THK. PERFORATED SHEET METAL, PAINTED, SEE ELEVATION FOR TYPE AND FINISH

0' - 0 1/2"

12-31-21 CIVIL ENGINEER RENEWAL Fuscoe Engineering C-26571 16795 Von Karman, Suite 100 DATE F OIrvine, CA 92606 O F12-31-21 CA L I T: 949.474.1960 RENEWAL DATE E LANDSCAPE F O ARCHITECT O FTina CheeL Landscape Studio CA I 1800 S.CIVIL BrandENGINEER Blvd., Studio 212 Fuscoe Engineering Los Angeles, CA 91204 16795 Von Karman,T:Suite 100 323.691.6647 Irvine, 92606 CIVILCA ENGINEER T: 949.474.1960 STRUCTURAL ENGINEER Fuscoe Engineering

Miyamoto International, 16795 Von Karman, Suite 100Inc. LANDSCAPE ARCHITECT 707 Wilshire Blvd., 5100 Irvine, CASuite 92606 Tina Chee Landscape Studio Los T: Angeles, CA 90015 949.474.1960 1800 S. Brand Blvd., Studio 212 T: 213.362.7778 Los Angeles, CA 91204 LANDSCAPE ARCHITECT T: 323.691.6647 MECHANICAL ENGINEER Tina Chee Landscape Studio

SHEET NAME

0' - 0 1/2"

3 METAL GATE POST - PLAN = 1'-0" SCALE:TO 3 STEEL6"CLIP, WELDED

METAL HINGE, TUBE STEEL PAINT TO MATCH STRUCTURE, S.S.D., PAINT TO MATCH TUBE STEEL STRUCTURE, S.S.D., PAINT TO MATCH

- 0 1/2"

STAMP

0' - 0 1/2"

CONSULTANTS CONSULTANTS

TUBE STEEL 1/4" TUBE THK. STEEL POST S.S.D., STRUCTURE, S.S.D. PAINT TO MATCH PERFORATED SHEET SHEET METAL METAL, PAINTED, SEE 1/4" THK. ELEVATION FOR TYPE PERFORATED SHEET AND FINISH METAL GATE - PLAN METAL,POST PAINTED, SEE ELEVATION FOR TYPE = 1'-0" SCALE: TUBE STEEL6"POST S.S.D., AND TO FINISH PAINT MATCH SHEET METAL TUBE STEEL POST S.S.D., PAINT TO MATCH SHEET METAL GATEMETAL POST - PLAN 6" = 1'-0" SCALE:

METAL

6" = 1'-0" SCALE: TUBE STEEL GATE END JAMB STRUCTURE, S.S.D., STEEL CLIPS PAINT MATCH 6" =TO 1'-0" SCALE: METAL HINGE, STEEL PAINT TOCLIPS MATCH

0' - 0 1/2"

HI SE T EN C-26571 PPE AL

MATCH METAL GATEPAINT ENDTOJAMB

0' - 0 1/2"

NOTE: SEE SHEET A0.301 FOR GATE ELEVATIONS AND INFORMATION

EQ EQ

A T ST

1/4" THK. PERFORATED SHEET METAL, PAINTED, SEE TUBE STEEL FOR TYPE ELEVATION STRUCTURE, S.S.D. AND FINISH

O P L SE O F CI A L I F D ARC

T EC O T EC O AN N

0' - 0 1/2"

01 FOR GATE RMATION

C-26571 12-31-21 D ARCH SE RENEWAL IT DATE EN E PE A

FOR GATE MATION

TUBE STEEL STRUCTURE, S.S.D.

1/4" TUBE THK. STEEL PERFORATED SHEET STRUCTURE, S.S.D., METAL, PAINTED, SEE PAINT 1/4" THK.TO MATCH ELEVATION FOR TYPE PERFORATED SHEET AND FINISH METAL, PAINTED, SEE ELEVATION FOR TYPE TUBE METAL GATE END JAMB ANDSTEEL FINISH STRUCTURE, S.S.D., 6" = 1'-0" SCALE: PAINT TO MATCH TUBE STEEL STEEL CLIPS STRUCTURE, S.S.D., PAINT TO MATCH METAL HINGE,

0' - 0 1/2"

I T: 213.629.2702 S E: galiano@abodecommunities.org

1/4" THK. PERFORATED SHEET METAL, PAINTED, SEE ELEVATION FOR TYPE AND FINISH

0' - 0 1/2"

S IT EN PLos PEAngeles, AL CA 90015 E

T EC

0' - 0 1/2"

STEEL CLIP, WELDED TO BASE PLATE BEYOND, PERF. SHEET MTL. PAINT TO MATCH SHEET METAL BASE PLATE BEYOND, PAINT TO MATCH SHEET METAL

O AN

METAL HINGE, TUBE STEEL PAINT TO MATCH STRUCTURE, S.S.D., PAINT TO MATCH TUBE STEEL STRUCTURE, S.S.D., PAINT TO MATCH

0' - 0 1/2"

ARCHITECT ARCHITECT STAMP

0' - 0 1/2"

TUBE STEEL 3" = 1'-0" SCALE: STRUCTURE, S.S.D., STEEL CLIPS PAINT TO MATCH METAL HINGE, STEEL PAINT TOCLIPS MATCH

12 12 METAL 6" =WELDED 1'-0" SCALE: STEEL CLIP, TO 6" PLATE = 1'-0" SCALE: BASE BEYOND,

EQ PAINT -TO MATCH SHEET METAL GATE TOP SECTION

SHEET NAME SHEET NAME SHEET NUMBER

0' - 0 1/2"

2 2

3" = 1'-0" SCALE:

PAINT TO MATCH METAL GATE JAMB - PLAN

SHEET NUMBER SHEET NUMBER

METAL HINGE,

STEEL CLIP, WELDED TO PERF. SHEET MTL.

GATE TOP - SECTION 0' - 0 METAL 1/2"

T: Temple 424.208.6016 500 W. St. E: alandecker@exed.net Los Angeles, CA T: 213.974.4256 SEED LA Facilities, LLC Lara Regus C/O ExED T: 213.225.2812 Anita Landecker E: lregus@abodecommunities.org 11858 La Grange Ave, Fl. LLC 2 SEED LA Facilities, Los Angeles, CAC/O 90025 ExED T: 424.208.6016 Anita Landecker E: alandecker@exed.net 11858 La Grange Ave, Fl. 2 Abode Communities Los Angeles, Architecture CA 90025 1149 S. Hill Street, Suite 700 Regus T:Lara 424.208.6016 Los Angeles, CA 90015 T: 213.225.2812 E: alandecker@exed.net T: 213.629.2702 E: lregus@abodecommunities.org E: galiano@abodecommunities.org Lara Regus T: 213.225.2812 E: lregus@abodecommunities.org Abode Communities Architecture 1149 S. Hill Street, Suite 700 Los Angeles, CA 90015 T: 213.629.2702 Abode Communities ARCHArchitecture E: galiano@abodecommunities.org EDS. Hill 1149 Street, Suite 700

Woodruff

METAL GATE JAMB - PLAN

0.3010'FOR - 0GATE 1/2" FORMATION

NOTE: SEE SHEET A0.301 FOR GATE ELEVATIONS AND INFORMATION

STEEL CLIPS

6" = 1'-0" SCALE:

ATE

METAL GATE TOP - SECTION

NOTE: SEE SHEET A0.301 FOR GATE ELEVATIONS AND INFORMATION

3" = 1'-0" SCALE:

DEVELOPER DEVELOPER ARCHITECT

METAL GATE JAMB - PLAN S.S.D.

Irvine, CA 92606 T: 949.474.1960

CON

#24

LANDSCAPE ARCHITECT Tina Chee Landscape Studio 1800 S. Brand Blvd., Studio 212 Los Angeles, CA 91204 T: 323.691.6647

#25

STRUCTURAL ENGINEER Miyamoto International, Inc. 707 Wilshire Blvd., Suite 5100 Los Angeles, CA 90015 T: 213.362.7778

#27

FELT UNROLL

1/4" = 1'-0" SCALE:

ELECTRICAL ENGINEER Walton Electric 755 N. Central Avenue Upland, California 91786 T: 909.981.5051

PLUMBING ENGINEER Moe Plumbing 526 Commercial Street Glendale, CA 91203 T: 818.396.8002

3' - 6 1/2" 6' - 8 1/2"

13' - 6 5/8"

11 3/4"

2' - 0" TYP.

TYP.

13 12

11 10

8° .9

1' - 4 1/2"

3° .6 85

15.17°

2' - 0"

14.5

20' - 6 5/8"

4.37°

5' - 3 1/4"

SOILS ENGINEER Geocon, Inc. 3303 N. San Fernando Blvd. Suite 100 Burbank, CA 91504 T: 818.841.8388

7' - 10 1/4"

FOOD SERVICE Webb Foodservice Design 1530 S. Lewis Street Anaheim, CA 92805 T: 714.508.18802

6' - 2 3/4"

MECHANICAL ENGINEER Thermalair 1140 N. Red Gum Street Anaheim, CA 92806 T: 714.630.3200

4' - 0 1/4"

Portfolio

#26

15 FEET

2° .0

20' - 0 3/8"

43.5 2°

11' - 7 3/8"

05/16/2019

REV #

DD PRICING SET

11/15/2019

PLAN CHECK SET

12/20/2019

CLA PUBLIC HEALTH

03/13/2020

PLAN CHECK RESP 1

04/24/2020

CLAPH RESPONSE 1

05/08/2020

PLAN CHECK RESP 2

07/09/2020

BULLETIN 003

08/14/2020

PLAN CHECK RESP 3

10/01/2020

87 .94 °

11' - 3 1/2"

4' - 6 1/4"

92 .0 6°

15' - 6 3/4"

#9 #10 #11

10/2/2020 10:10:09 AM

PRINT DATE:

#12 #13 #14

HUB CEILING SYSTEM

#15 #16

NOTE: PROVIDE A MOCKUP SAMPLE OF A FELT #17 ATTACHMENT TO THE FRAME FOR #18 ARCHITECTS APPROVAL #19 HUB CEILING

1/4" = 1'-0" #20 SCALE:

A8.104.4

SHEET NUMBER

1" INDUSTRIAL FELT - 18" HIGH DROPPED CEILING ADHERED TO PROFILED PLYWOOD SUSPENDED FROM METAL FRAMING INSTALLED ON STRUCTURAL CEILING ABOVE

04/18/2019

100% SD PACKAGE

SHEET NAME

.83 ° 74

DATE

ENTITLEMENTS

8° 46.4

13' - 6 3/8"

2X2 STL TUBE #4 GRID FRAMING HUNG FROM SLAB ABOVE#5

ISSUE

100% SD VE PACKAGE 09/19/2019

3' - 11 5/8"

ISSUE

84 #1

#21 #22 #23 #24 #25 #26 RODS CONNECTED TO SLAB ABOVE

#27

2'X2' GRID METAL FRAME

1/4" THK 18" HT INDUSTRIAL FELT

3' - 6 1/2"

TYP.

6' - 8 1/2"

15.17°

2' - 0"

14.5

4.37°

5' - 3 1/4"

20' - 0 3/8"

13' - 6 3/8"

1" INDUSTRIAL FELT - 18" HIGH DROPPED CEILING ADHERED TO PROFILED PLYWOOD SUSPENDED FROM METAL FRAMING INSTALLED ON STRUCTURAL CEILING ABOVE

92 .0

3' - 11 5/8"

.83 °

FRAMING AS REQ'D GWB GWB HOSPITAL GRADE HOSPITAL GRADE CURTAIN TRACK. TRACK. RECESS TOCURTAIN ALIGN WITH RECESS TO ALIGN WITH CEILING FINISH CEILING FINISH SHOWER CURTAIN SHOWER CURTAIN

Woodruff

1/4" THICK STEEL PLATE. FIT 1/4" THICK STEEL FIT BETWEEN CEILING TILEPLATE. PANELS BETWEEN CEILING TILE PANELS

RECESSED SHOWER CURTAIN TRACK RECESSED SHOWER CURTAIN TRACK 3" = 1'-0" SCALE: 11

CEIL CE

CEILING SUSPENSION RODCEILING SUSPENSION ROD T-BAR SUSPENSION T-BAR SUSPENSION GRID, PAINTED BLACK GRID, PAINTED BLACK

UNDERSIDE OF UNDERSIDE ROOF OF ROOF

0' - 0 1/4"

DINING HALL T.O.S. DINING HALL T.O.S. 178.64 178.64

0' - 0 1/4"

3" = 1'-0" SCALE:

METAL STUD METAL STUD WALL WALL SEE PLAN FOR TYPE SEE PLAN FOR TYPE

INDUSTRIAL FELT, FELT, 1/4" INDUSTRIAL THICK, SEE SPEC 1/4" THICK, SEE SPEC

HUB CEILING CLIP CONNECTION HUB CEILING CLIP CONNECTION 10 6" = 1'-0" SCALE: 6" = 1'-0" SCALE:

0' - 0 1/4"

ACOUSTIC PANEL ACOUSTIC PANEL SEE INT. ELEV. FOR TYPE SEE INT. ELEV. FOR TYPE GYP WALL BOARD GYP WALL BOARD CORNER BEAD CORNER BEAD

METAL CLAMP, SUSPENDED METAL FROM CLIP CLAMP, PER SUSPENDED FROM CLIP PER MANUFACTURER, MANUFACTURER, REFER TO TO RCPREFER FOR POINT RCP FOR POINT CONNECTIONS TO CONNECTIONS TO CEILING GRID CEILING GRID

0' - 0 1/4"

T-BAR CLIP T-BAR CLIP

0' - 4 1/4" 0' - 4 1/4"

DINING HAL DINING H

FOR CEILING ASSEMBLY, FORTO CEILING REFER SHEETASSEMBLY, A0.105 REFER TO SHEET A0.105

CEILING SUSPENSION RODCEILING SUSPENSION ROD

10 A10.700 10 A10.700

T-BAR SUSPENSION T-BAR SUSPENSION GRID, PAINTED BLACK GRID, PAINTED BLACK

PER PLAN

DISTANCE VARIES. VARIES. SEEDISTANCE REFLECTED CEILING SEE CEILING PLAN ORREFLECTED FLOOR PLANS OR FLOOR FORPLAN CEILING HEIGHT.PLANS FOR CEILING HEIGHT. (7'-6" MIN. AT (7'-6" LOCATIONS) MIN. AT DUCTED DUCTED LOCATIONS)

PER PLAN

CONCRETE SLAB, CONCRETE SLAB, S.S.D. S.S.D. CEILING SUSPENSION RODCEILING SUSPENSION ROD

T-BAR CLIP T-BAR CLIP

1' - 6"

FOR CEILING ASSEMBLY, FORTO CEILING REFER SHEETASSEMBLY, A0.105 REFER TO SHEET A0.105

1' - 6"

METAL CLAMP, METALFROM CLAMP, SUSPEND CLIP FROM CLIP PERSUSPEND MANUFACTURER, PER MANUFACTURER, REFER TO RCP FOR REFER TO RCP FOR POINT CONNECTIONS POINT CONNECTIONS TO CEILING GRID TO CEILING GRID

CEILI CE

INDUSTRIAL FELT, 1/4" INDUSTRIAL THICK, SEE FELT, 1/4" THICK, SEE SPEC SPEC

BOTTOM OF BOTTOM FELT, OF INDUSTRIAL INDUSTRIAL FELT, BEYOND BEYOND

DISTANCE VARIES. VARIES. SEEDISTANCE REFLECTED CEILING SEE CEILING PLAN ORREFLECTED FLOOR PLANS PLAN OR FLOOR FOR CEILING HEIGHT.PLANS FOR CEILING HEIGHT. (7'-6" MIN. AT (7'-6" LOCATIONS) MIN. AT DUCTED DUCTED LOCATIONS)

STOREFRONT STOREFRONT GLAZING GLAZING

STOREFRONT STOREFRONT MULLION MULLION

0' - 8" 0' - 8"

Portfolio

Category Core & Shell Modular

Status

In Progress

City

Country

Los Angeles

USA

BEACON LANDING 2021 Project Team Yupil Chon, Soo Ahn, Charles Wang, Yan Leng, Robert Nalbandyan, Michael Woodruff

Project Phases SD, DD, CD

Project Responsibilties • • •

Led team through construction documentation Led team of junior employees to provide presentation drawings and construction documents Coordinated with factory prefab, waterproofing, landscaping consultants

Woodruff

Rendering by other

Project Description

Beacon Landing is an 89-unit supportive housing development in San Pedro. The project is one of five developments to be produced as part of the City of Los Angeles HHH Innovation Challenge to streamline site selection, design, construction, and financing of prefabricated modular housing. da-Collective coordinated the building design with manufacturer FactoryOS to design factory built modular housing units to be transported and stacked on site. The design challenge centered on how to wrap the stacked modular units in such a way to create interest and break the monotony of boxes stacked upon themselves. The rotation of exterior furring walls provides a variegated design to establish unit part to whole relationship, while also coming together a cohesive pattern long the facade.

SETBACK LINE

CJ-02 VINYL WINDOW, BLACK EXTERIOR FRAME FINISH

CJ-01 CS-03

CS-02

5'-7 1/2" SETBACK

SETBACK LINE

PROPERTY LINE PROPERTY LINE

Portfolio

CJ-02 VINYL WINDOW, BLACK EXTERIOR FRAME FINISH

CJ-01 CS-03

CS-02

5'-7 1/2" SETBACK

17'-6 1/8" 6" FURR OUT

17'-6 1/8"

BV-01

2'-6" 3'-6" 6'-0"

CS-04

CS-02

CS-03

CS-02

CS-03

4'-0"

6'-0"

2'-6" 3'-6" 6'-0"

4'-0"

6" FURR OUT

CS-04

CS-02

6'-0"

BV-01

CS-02

SETBACK LINE

12'-10" SETBACK

SETBACK LINE

PROPERTY LINE

VINYL WINDOW, BLACK EXTERIOR C FRAME FINISH D

CJ-01

CJ-02

CS-03

12'-10" SETBACK

VINYL WINDOW, BLACK EXTERIOR FRAME FINISH

3'-4"

CJ-01 CS-03

3'-6"

5'-0" 8'-6" TYP.

3'-4"

FURR OUT VARIES (2"~12")

3'-6"

5'-0" 8'-6" TYP.

FURR OUT VARIES (2"~12")

6' H PERFORATED METAL BACK YARD FENCE AND GATE

6' H PERFORATED METAL GARAGE FENCE

10'-0"

6' H PERFORATED METAL GARAGE GATE

BV-01

6' H PERFORATED METAL GARAGE GATE

BV-01

10'-0"

6' H PERFORATED METAL BACK YARD FENCE AND GATE

10'-0"

6'-0" RET. WALL

4/30/2021 12:20:48 4/30/2021 12:20:48

PRINT DATE:

2'-0"

10'-0"

6'-0" RET. WALL

2'-0"

FURR OUT VARIES (2"~12")

ALUMINUM-FRAMED STOREFRONT

6' H PERFORATED METAL GARAGE FENCE PAD-MOUNTED TRANSFORMER

ALUMINUM-FRAMED ENTRANCE DIMENSIONAL METAL BUILDING NUMBER SIGNAGE

PAD-MOUNTED TRANSFORMER

ALUMINUM-FRAMED STOREFRONT

ALUMINUM-FRAMED ENTRANCE DIMENSIONAL METAL BUILDING NUMBER SIGNAGE

PAINT COLOR 1 / WHITE

6'-0" 10'-10 3/4" 10'-10 3/4" 5'-0"

16' P

HEIGHT TO COMPLY WITH T LAMC U 12.21.1.B.3 N

32'

3'-0" STREET DEDICATION P

CJ-01

CS-01

CS-02

CEMENT STUCCO, SAND FLOAT 20/30, PAINT COLOR 4 / GREY CEMENT STUCCO, SAND FLOAT 20/30,

BV-01

BRICK VENEER, COLOR 1 / GREY

CS-03 CJ-01

CEMENT STUCCO, SAND FLOAT 20/30, PAINT COLORSTUCCO 3 / LIGHTGREY 1/4" PAINTED CONTROL JOINT

CJ-02 CS-04

1/2" PAINTED STUCCO CONTROL JOINT CEMENT STUCCO, SAND FLOAT 20/30, PAINT COLOR 4 / GREY

BV-01

BRICK VENEER, COLOR 1 / GREY

CJ-01

1/4" PAINTED STUCCO CONTROL JOINT

CJ-02

1/2" PAINTED STUCCO CONTROL JOINT

PAINT COLOR 2 / CHARTREUSE

GRADE PLANE, SEE 1/G1-301 (+30.00') LEVEL 1 0" (+27.50') LOWEST POINT (+27.30')

SOUTH ELEVATION

SCALE: 1/8" = 1'-0"

STAMP: herein and in this drawing, all prepared

STAMP: T.O.PARAPET 53'LEVEL - 11 1/4"4 38' - 0 1/2" ROOF 48' - 11 1/4"

LEVEL 3 27' - 1 3/4" LEVEL 4 38' - 0 1/2"

LEVEL 2 16' - 3" LEVEL 3 27' - 1 3/4"

57'-5 1/4" 57'-5 1/4" PROPOSED BUILDING HEIGHT PROPOSED BUILDING HEIGHT

5'-0" 10'-10 6'-0" 3/4" 10'-10 3/4" 10'-10 3/4" 5'-0"

ROOF 48' - 11 1/4"

10'-10 16'-3" 3/4"

10'-10 3/4" 10'-10 3/4"

by Abode Communities | Architecture, are for the use solely with respect to this project, and Abode Communities | Architecture shall retain all common law, statutory, and other reserved rights including copyright, and shall not be used by others for any other purpose without written permission of Abode Communities | Architecture.

T.O.PARAPET 53' - 11 1/4"

GRADE PLANE, SEE 1/G1-301 LEVEL 2 (+30.00') 16' - 3"1 LEVEL 0" (+27.50') LOWEST POINT (+27.30')

CS-01

CS-02

16'

32'

NOTES: 1. PER LAMC SECTION 14.00 A.13(G)10 LIGHTING: SECURITY NIGHT LIGHTING SHALL BE SHIELDED SO THAT THE LIGHT SOURCE CANNOT BE SEEN FROM ADJACENT RESIDENTIAL PROPERTIES EAST ELEVATION COMPLIES WITH LAMC SECTION 14.00 A.13 (G)4: (I) FOR ANY BUILDING LOCATED IN A COMMERCIAL ZONE, A MINIMUM OF 25 PERCENT OF NOTES: THAT PORTION OF THE EXTERIOR STREET-FACING WALLS WHICH ARE BETWEEN 2 FT TO 8 FT ABOVE THE SIDEWALK GRADE SHALL BE COMPRISED OF TRANSPARENT (UNTINTED, 1. PER LAMC SECTION 14.00 A.13(G)10 LIGHTING: UNFROSTED, NON-REFLECTIVE) WINDOWS OR OPENINGS, EXCLUSIVE OF AREAS FOR SECURITY NIGHT LIGHTINGPASEOS SHALL BE SHIELDED WALKWAYS, DRIVEWAYS, AND PLAZAS. SO THAT THE LIGHT SOURCE CANNOT BE SEEN FROM ADJACENT RESIDENTIAL (II) A MINIMUM OF 10 PERCENT OF THEPROPERTIES UPPER STORY PORTIONS OF THE EXTERIOR STREETFACING BUILDING FACADE AS MEASURED FROM THE TOP OF THE FINISHED GROUND FLOOR TO THE TOP OF THE BUILDING FACADE SHALL BE COMPRISED OF TRANSPARENT (UNTINTED, EAST ELEVATION COMPLIES WITH LAMC SECTION 14.00 A.13 (G)4: UNFROSTED, NON-REFLECTIVE) WINDOWS OR OPENINGS. (I) ANYISBUILDING LOCATED IN A COMMERCIAL OF 25 PERCENT (III)FOR GLASS CONSIDERED TRANSPARENT WHERE ZONE, IT HAS AA MINIMUM TRANSPARENCY HIGHER OF THAN THAT PORTION OFEXTERNAL THE EXTERIOR STREET-FACING WALLS ARE BETWEEN 2 FT TO 8 FT 80 PERCENT AND REFLECTANCE OF LESS THANWHICH 15 PERCENT. ABOVE THE SIDEWALK GRADE SHALL BE COMPRISED OF TRANSPARENT (UNTINTED, UNFROSTED, NON-REFLECTIVE) WINDOWS OR OPENINGS, EXCLUSIVE OF AREAS FOR WALKWAYS, DRIVEWAYS, PASEOS AND PLAZAS. (II) A MINIMUM OF 10 PERCENT OF THE UPPER STORY PORTIONS OF THE EXTERIOR STREETFACING BUILDING FACADE AS MEASURED FROM THE TOP OF THE FINISHED GROUND FLOOR TO THE TOP OF THE BUILDING FACADE SHALL BE COMPRISED OF TRANSPARENT (UNTINTED, UNFROSTED, NON-REFLECTIVE) WINDOWS OR OPENINGS. (III) GLASS IS CONSIDERED TRANSPARENT WHERE IT HAS A TRANSPARENCY HIGHER THAN 80 PERCENT AND EXTERNAL REFLECTANCE OF LESS THAN 15 PERCENT.

REV

ISSUE

REV

ISSUE

50% SD 100% SD PLAN CHECK [HSAP-2]

SHEET NAME:

SHEET NUMBER: SHEET NAME:

BUILDING A5.01 ELEVATIONS

Original drawing is 30x42. Half size is 15x21.

16'

32'

SCALE: 1/8" = 1'-0"

SHEET NUMBER:

DATE

01/29/21 03/01/21 05/03/21

BUILDING ELEVATIONS

CS-01

EAST ELEVATION

DATE

01/29/21 03/01/21 05/03/21

A5.01

GRADE PLANE, SEE 1/G1-301 (+30.00') LEVEL 1 0" EAST ELEVATION (+27.50') SCALE:POINT 1/8" = 1'-0" LOWEST (+27.30')

2'-6"

CS-02

10'-0"

16'-3"

2'-6"

5'-0" 2'-0" 5'-0" 2'-0"

4'-0" 2'-3"

10'-0"

4'-0" 2'-3"

3'-6" 5'-0" 3'-6"

7" FURR OUT

311-345 N. Beacon St. ARCHITECT: Los Angeles, CA 90731 Abode Communities CLIENT: 1149 S. Hill Street, Suite 700 Los Angeles, CA 90015LP Beacon Landing, T: 213.629.2702 1149 S. Hill Street, Suite 700 Los Angeles, CA 90015 CONSULTANTS: T: 213.629.2702 CIVIL KPFF ARCHITECT: 700 SouthCommunities Flower Street, Suite 2100 Abode Los Angeles, CA 90017 1149 S. Hill Street, Suite 700 T: 213.418.0201 Los Angeles, CA 90015

The ideas and designs represented

CS-03

7" FURR OUT

Beacon Landing, LP 1149 S. Hill Street, Suite 700 Los Angeles, CA 90015 T: 213.629.2702

The ideas and designs represented herein and in this drawing, all prepared by Abode Communities | Architecture, are for the use solely with respect to this project, and Abode Communities | Architecture shall retain all common law, statutory, and other reserved rights including copyright, and shall not be used by others for any other purpose without written permission of Abode Communities | Architecture. PROJECT NO: 202006

CJ-01

5'-0"

CS-01

BEACON LANDING

PROJECT NO: 202006

6'-0"

3'-0" STREET DEDICATION

311-345 N. Beacon St. Los Angeles, CA 90731 PROJECT: CLIENT:

MECHANICAL / ELECTRICAL / PLUMBING / FIRE PROTECTION / LOW VOLTAGE Budlong & Associates 315 Arden Avenue #23 Glendale, CA 91203 T: 818.638.8780

CS-03 HEIGHT TO COMPLY WITH LAMC 12.21.1.B.3

BEACON LANDING

MECHANICAL / ELECTRICAL 1800 S. Brand Boulevard, Studio 212/ PLUMBING / FIRE PROTECTION Glendale, CA 91204 /T:LOW VOLTAGE 323.691.6647 Budlong & Associates STRUCTURAL 315 Arden Avenue #23 DCI Engineers Glendale, CA 91203 818 W. 7th Street, Suite T: 818.638.8780 Los Angeles, CA 90017 T: 213.298.3700

SOUTH ELEVATION

SCALE: 1/8" = 1'-0"

PROJECT:

LANDSCAPE T: 213.629.2702 Tina Chee Landscape Studio 1800 S. Brand Boulevard, Studio 212 CONSULTANTS: Glendale, CA 91204 CIVIL T: 323.691.6647 KPFF STRUCTURAL 700 South Flower Street, Suite 2100 DCI Engineers Los Angeles, CA 90017 818 W. 7th Street, Suite T: 213.418.0201 Los Angeles, CA 90017 LANDSCAPE T: 213.298.3700 Tina Chee Landscape Studio

GRADE PLANE, SEE 1/G1-301 LEVEL 2 (+30.00') 16' - 3"1 LEVEL 0" (+27.50') LOWEST POINT (+27.30')

PROPERTY LINE

PAINT COLOR 1 / WHITE

PROPERTY LINE

DEDICATION

0' U

LEVEL 2 16' - 3" LEVEL 3 27' - 1 3/4"

PAD-MOUNTED TRANSFORMER 16' 32' BV-01

DEDICATION

LEVEL 3 27' - 1 3/4" LEVEL 4 38' - 0 1/2"

10'-10 3/4" 10'-10 3/4" 2'-6" 2'-6"

BV-01

ALUMINUM-FRAMED STOREFRONT 4' 8'

CEMENT STUCCO, SAND FLOAT 20/30, PAINT COLOR 3 / LIGHTGREY CEMENT STUCCO, SAND FLOAT 20/30,

16'-3"

PAD-MOUNTED TRANSFORMER

10'-0"

T.O.PARAPET 53'LEVEL - 11 1/4"4 38' - 0 1/2" ROOF 48' - 11 1/4"

10'-10 16'-3" 3/4"

4'-0" 2'-3" 10'-0" 4'-0" 2'-3" ALUMINUM-FRAMED STOREFRONT

ROOF 48' - 11 1/4"

57'-5 1/4" 57'-5 1/4" PROPOSED BUILDING HEIGHT PROPOSED BUILDING HEIGHT

5'-0"

5'-0" 8'-6" TYP. 3'-6" 5'-0" 8'-6" TYP. 3'-6"

9" FURR OUT

T.O.PARAPET HEIGHT TO COMPLY WITH 53' - 11 1/4" LAMC 12.21.1.B.3

10'-10 6'-0" 3/4"

VINYL WINDOW, WHITE EXTERIOR FRAME FINISH

9" FURR OUT

CS-03

CS-04

5'-7 1/2" SETBACK

CS-03

CEMENT STUCCO, SAND FLOAT 20/30,

CS-01

PROPERTY LINE

SETBACK LINE

10 11 VINYL WINDOW, WHITE EXTERIOR FRAME FINISH

HEIGHT TO COMPLY WITH LAMC 12.21.1.B.3

5'-7 1/2" SETBACK

CS-03

CS-02

PAINT COLOR 2 / CHARTREUSE EXTERIOR FINISH LEGEND

Woodruff

PROPERTY LINE

11 SETBACK LINE

Portfolio

GRID

SEE PLAN

VARIES FACTORY BUILT WALL ASSEMBLY SITE INSTALLED EXTERIOR PLASTER, SEE ELEVATIONS FOR TYPE

FACTORY BUILT WALL ASSEMBLY SITE INSTALLED W.R.B.

SITE INSTALLED W.R.B. SITE INSTALLED LIQUID APPLIED SILICONE W.R.B., LAP 4" MIN. O/ SHEATING JOINT

SITE INSTALLED LIQUID APPLIED SILICONE W.R.B., LAP 4" MIN. O/SHEATING JOINT

CONTROL JOINT

LEVEL 2

FRT PLYWOOD SHEATING, LAP 2" OVER RIM JOIST, S.S.D.

FACTORY SUPPLIED & SITE INSTALLED PLYWOOD CLOSURE

FACTORY BUILT FLOOR ASSEMBLY

FACTORY INSTALLED (2) 2X12 OR LVL RIM JOIST, S.S.D.

SITE SUPPLIED & INSTALLED FRT 2X BEARING PLATES, S.S.D.

SITE INSTALLED 2X FRAMING

1'-0"

SITE INSTALLED CONCRETE PODIUM, S.S.D. SITE INSTALLED WRB

SITE INSTALLED EXTERIOR PLASTER, SEE ELEVATIONS FOR TYPE

SITE INSTALLED DRIP EDGE SET IN FULL BED OF SEALANT

SITE INSTALLED DRIP EDGE

1/4" SITE INSTALLED SELF ADHERED MEMBRANE SITE BUILT CONCRETE PODIUM, S.S.D.

1/4"

SITE INSTALLED SELF ADHERED MEMBRANE STUCCO CORNER MOLD

SITE BUILT FIRESTOP SEALANT OVER POLYETHYLENE BACKER ROD

SITE BUILT FIRESTOP SEALANT OVER POLYETHYLENE BACKER ROD SITE INSTALLED EXTERIOR PLASTER

SITE BUILT EXTERIOR WALL PER PLAN

SITE INSTALLED EXTERIOR WALL PER PLAN

2HR EXT. WALL @ PODIUM - STUCCO FURROUT SCALE:

3" = 1'-0"

5 A9.11

SITE SUPPLIED & INSTALLED FRT 2X BEARING PLATES, S.S.D.

FACTORY SUPPLIED, SITE INSTALLED 2X FRAMING, SSD FACTORY SUPPLIED, SITE INSTALLED PLYWOOD SHEATHING

INTERIOR CORRIDOR

1'-0"

FACTORY BUILT FLOOR ASSEMBLY

FACTORY SUPPLIED & SITE INSTALLED GYPSUM BOARD CLOSURE

1'-3 1/4"

FACTORY SUPPLIED & SITE INSTALLED GYPSUM BOARD CLOSURE

1'-3 1/4"

FRT PLYWOOD SHEATING, LAP 2" OVER RIM JOIST, S.S.D.

2HR EXT. ANGLED WALL @ PODIUM - STUCCO SCALE:

3" = 1'-0"

AT A ATTACHM PREDRILL HOLE FILL WITH SE

H UG RO O NT LIG

ING EN OP

SITE INST WATERP MEMB

SITE INST EXTERIOR PLA OVER METAL

PODIUM SLAB EDGE, WHERE OCCURS

SEE PLAN

FIELD SUPPLIED & INSTALLED PLYWOOD SHEATING & EXT. GYP. BD. SHEATING

GRID

Woodruff

SITE INSTALLED LIQUID APPLIED SILICONE W.R.B.

SITE INSTALLED EXTERIOR PLASTER, SEE ELEVATIONS AND WALL ASSEMBLY SCHEDULES

EXT. WALL @ MODULE MATELINE - PLAN

CORRIDOR FURROU

3" = 1'-0"

SCALE:

SLOPE

WEATHER RESISTIVE BARRIER

FACTORY INSTALLED 5/8" GWB

SELF ADHERED MEMBRANE

UNIT INTERIOR

0' - 0 3/4"

LOUVERS

S.A.

FAC FUR

SITE BAC

SITE

FACTORY INSTALLED 7/16" PLYWOOD

SITE THE (TPO

FACTORY INSTALLED 5/8" GYPSUM SHEATHING

0' - 0 3/4"

METAL CLIP SUPPORT; TACK WELD TO GALV. MTL. SLEEVE

0' - 4"

SEALANT AND BACKER ROD

1 A9.13

FACTORY INSTALLED FRAMING & INSULATION

GALV. DRIP HEAD; EXTEND 2" BEYOND JAMB NAILING FLANGE

HEAD NAILING FLANGE, EXTEND 2" BEYOND JAMB NAILING FLANGE

24 G MTL

GRID

EXTERIOR PLASTER

FAC DEN

SITE INSTALLED 7/8" EXTERIOR PLASTER

POINT OF WALL ROTATION

FAC FRA

SITE INSTALLED W.R.B.

BIRD SCREEN

SITE

SITE INSTALLED SELF ADHERED MEMBRANE

UVER AT STUCCO - HEAD SCALE:

3" = 1'-0"

SITE

ROOF PARAPE

GRID SITE INSTALLED STUCCO CORNER MOLD

1'-0"

NOTE: MINIMUM HEIGHT OF PARAPET TO BE MEASURED FROM THE HIGHEST POINT OF ROOF SHEATHING OVER TAPERED INSULATION

FACTORY INSTALLED MODULAR UNIT FLOOR ASSEMBLY

FACTORY INSTALLED 5/8" GWB

SITE INSTALLED BEARING PLATE

FACTORY INSTALLED FRAMING & INSULATION

SLOPE 1/2" PER FT. MIN.

FACTORY INSTALLED 7/16" PLYWOOD

SITE INSTALLED PLYWOOD CLOSURE SITE INSTALLED GYP. SHEATHING CLOSURE

7/8" EXT. PLASTER OVER PAPER BACKED MTL. LATH

FACTORY INSTALLED 5/8" GYPSUM SHEATHING

PROVIDE GALV. MTL. DAM W/ 2% OVERLAPPING GALV. MTL. SLEEVE; ASSUME 45 DEGREES ANGLE MIN. TO DETERMINE THE LENGTH OF THE DAM; SEAL DAM IN ALL SIDES AND AGAINST DAMPER

4" MIN. OVERLAP

FACTORY INSTALLED MODULAR UNIT CEILING ASSEMBLY

W.R.B.

SITE INSTALLED 7/8" EXTERIOR PLASTER SITE INSTALLED WATERPROOF MEMBRANE

SITE INSTALLED S.A.M. SITE INSTALLED EXTERIOR PLASTER SCALE:

FACTORY INSTALLED BRACKETS TO SUPPORT VERT. MULLION & BIRD SCREEN; TACK WELD AND PROVIDED SEALANT AT ALL SEAMS AS REQ'D

SITE INSTALLED SEALANT & BACKER ROD

UNIT

SITE INSTALLED GALV. DRIP HEAD; EXTEND 2" BEYOND JAMB NAILING FLANGE FACTORY INSTALLED BIRD SCREEN, LEAVE A 1/4" GAP BELOW FOR WATER DRAINAGE

3" = 1'-0"

1/4" PER FT. SLOPE MIN. REFER TO ROOF PLAN FOR DIRECTION OF SLOPE

TO ELEVATION ARAPET HEIGHT

SITE INSTALLED WRB

MODULE ANGLED EXT. WALL CORNER & MATELINE - PLAN

SITE INSTALLED DRIP EDGE SET IN FULL BED OF SEALANT

SITE INSTALLED DRIP EDGE

1/4" 1/4"

Portfolio

SITE INSTALLED SELF ADHERED MEMBRANE

SITE INSTALLED SELF ADHERED MEMBRANE STUCCO CORNER MOLD

SITE BUILT CONCRETE PODIUM, S.S.D. SITE BUILT FIRESTOP SEALANT OVER POLYETHYLENE BACKER ROD

SITE BUILT FIRESTOP SEALANT OVER POLYETHYLENE BACKER ROD SITE INSTALLED EXTERIOR PLASTER

SITE BUILT EXTERIOR WALL PER PLAN

SITE INSTALLED EXTERIOR WALL PER PLAN

2HR EXT. WALL @ PODIUM - STUCCO FURROUT SCALE:

3" = 1'-0"

2HR EXT. ANGLED WALL @ PODIUM - STUCCO

SCALE:

3" = 1'-0"

PRED FIL

EXT OV

3" EQ

8 1/ 2"

SITE INSTALLED ALUMINUM ANGLE, TYP.

EQ 3"

SITE INSTALLED PREFINISHED FOLDED ALUMINUM SUNSHADE, POWDER COAT FINISH

7 1/2" EQ

FACTORY INSTALLED VINYL WINDOW 11

/2"

SITE INSTALLED 7/8" EXTERIOR PLASTER

SEE PLAN

1/2"

WINDOW DETAIL AXON VIEW SCALE:

SITE BUILT /

1'-

SITE INSTALLED VENT / LOUVER ALIGN TO ROUGH OPENING

1/2"

SITE BUILT /

TO IGN AL

G NIN PE O H UG RO

ROD SITE INSTALLED EXTERIOR PLASTER

FACTORY EXTERIOR WALL

UNIT

SITE INSTALLED EXTERIOR WALL PER PLAN

SCALE:

3" = 1'-0"

CORRIDOR ANGLED WINDOW JAMB

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

SITE INSTALLED PREFINISHED FOLDED ALUMINUM SUNSHADE, POWDER COAT FINISH SITE INSTALLED ALUMINUM ANGLE

VARIES

SITE INSTALLED WATERPROOF MEMBRANE

SITE INSTALLED FASTENER, EQUALLY SPACED ALONG SUNSHADE EDGE

SITE INSTALLED EXTERIOR PLASTER OVER METAL LATH

SITE INSTALLED SEALANT OVER BACKER ROD

1/2"

FACTORY BUILT

SITE BUILT / INSTALL

FACTORY BUILT

AT ANGLE ATTACHMENT PREDRILL HOLES AND FILL WITH SEALANT

STALLED ALUMINUM ANGLE,

Woodruff

PODIUM - STUCCO

FACTORY INSTALLED VINY

SEE PLAN

FACTORY INSTALLED VINYL WINDOW FACTORY INSTALLED LIQUID FLASHING

INTERIOR

FACTORY BUILT EXTERIOR WALL, PER PLAN INTERIOR

SCALE:

VARIES

SITE INSTALLED 7/8" EXTERIOR PLASTER FACTORY BUILT, SITE INSTALLED FRAMING & PLYWOOD

ETAIL AXON VIEW SCALE:

SITE INSTALLED PREFINISHED FOLDED ALUMINUM SUNSHADE, POWDER COAT FINISH FACTORY INSTALLED VINYL SITE INSTALLED ALUMINUM ANGLE WINDOW

FACTORY FACTORY INSTALLEDBUILT VINYLEXTERIOR WINDOW WALL, PER PLAN

SCALE: SCALE:

1'-0" 3"3"==1'-0"

INTERIOR

INTE

INTERIOR

WINDOW HEADFURROUT - STUCCOW/ W/SUNSHADE SUNSHADE WINDOW JAMB - STUCCO

FACTORY BUILT SITE INSTALL

SITE INSTALLED WATERPROOF SITE INSTALLED W.R.B. MEMBRANE SITE INSTALLED ANGLE FASTENER SITE INSTALLED SEALANT OVER VARIES BACKER ROD

US ED

FACTORY BUILT SITE INSTALL

AT ANGLESITE ATTACHMENT INSTALLED- PREDRILL ALUMINUM HOLES AND FILL WITH SEALANT ANGLE

FACTORY INSTALLED LIQUID FACTORY FLASHING INSTALLED METAL FLASHING

SITE INSTALLED W.R.B. SITE INSTALLED SEALANT OVER BACKER ROD

FACTORY INSTALLED EXTERIOR WALL PER PLAN SITE INSTALLED SITE INSTALLED EXTERIORPREFINISHED PLASTER FOLDED OVER METAL LATHALUMINUM SUNSHADE, POWDER COAT FINISH FACTORY INSTALLED GYPSUM SHEATHING

FACTORY BUILT

SITE INSTALLED 7/8" EXTERIOR PLASTER OVER METAL LATH

INTERIOR

1/2"

NO T

FACTORY INSTALLED EXTERIOR WALL PER PLAN

FACTORY BUILT

FACTORY SUPPLIED, SITE INSTALLED 2X FRAMING & PLYWOOD SHEATHING

SEE PLAN

SITE INSTALLED W.R.B. OVER SELF ADHERED MEMBRANE AT CORNER

WINDOW HEA

FACTORY INSTALLED LIQUID FLASHING

1/2"

SITE BUILT / INSTALL

E PLAN STALLED 7/8" OR PLASTER

3" = 1'-0"

SITE BUILT / INSTALL

WINDOW JAMB - STUCCO W/ SUNSHADE

RY INSTALLED VINYL W

SEE PLAN

STALLED PREFINISHED D ALUMINUM SUNSHADE, R COAT FINISH

98 91

FACTORY INSTALLED VINYL WINDOW

FACTORY INSTALLED LIQUID FLASHING SITE INSTALLED WATERPROOF

Portfolio

S& E

PROJECT:

BEACON BEACO LANDING LANDIN

311-345 N. Beacon St. 311-345 N. Beacon St. Los Angeles, CA 90731 Los Angeles, CA 90731PRO

CLIENT:

BE LA

CLIENT:

Beacon Landing, Beacon LP Landing, LP 1149 S. Hill Street, Suite 1149700 S. Hill Street, Suite 700 Los Angeles, CA 90015 Los Angeles, CA 90015311-3 T: 213.629.2702 T: 213.629.2702 Los A ARCHITECT:

CLIE

ARCHITECT:

2' - 0".

Bea Abode Communities Abode Communities 1149 1149 S. Hill Street, Suite 1149700 S. Hill Street, Suite 700 Los A Los Angeles, CA 90015 Los Angeles, CA 90015T: 21 T: 213.629.2702 T: 213.629.2702

ARC

CONSULTANTS: CONSULTANTS:

Abo

1149 CIVIL CIVIL Los A KPFF KPFF T: 21 700 South Flower Street, 700 South Suite 2100 Flower Street, Su Los Angeles, CA 90017 Los Angeles, CA 90017CON T: 213.418.0201 T: 213.418.0201

CIV

LANDSCAPE LANDSCAPE KPFF Tina Chee Landscape Tina Chee Studio Landscape 700 S LosSA 1800 S. Brand Boulevard, 1800 S. Studio Brand 212 Boulevard, Glendale, CA 91204 Glendale, CA 91204 T: 21 LAN T: 323.691.6647 T: 323.691.6647

Tina

STRUCTURAL STRUCTURAL 1800 DCI Engineers DCI Engineers Glen 818 W. 7th Street, Suite 818 W. 7th Street, SuiteT: 32 Los Angeles, CA 90017 Los Angeles, CA 90017STRU T: 213.298.3700 T: 213.298.3700 DCI

818 W MECHANICAL / MECHANICAL ELECTRICAL / / ELECT Los A PLUMBING / FIREPLUMBING PROTECTION / FIRE PROT T: 21 / LOW VOLTAGE/ LOW VOLTAGE MEC Budlong & Associates Budlong & Associates 315 Arden Avenue #23 315 Arden Avenue #23 PLUM / LO Glendale, CA 91203 Glendale, CA 91203 Bud T: 818.638.8780 T: 818.638.8780 315 A

Glend T: 81

ENTRANCE CANOPY ENTRANCE AXON CANOPY AXON

FLUSH PANEL

SLOPE

METAL PANEL FASCIA TO SOFFIT FLASHING

METAL PANEL SOFFIT PANEL

CANOPY OPENING SECTION SCALE:

SCALE:

3" = 1'-0"SCALE:

3" = 1'-0"

SLOPE

MTL CANOPY ENCLOSURE

CONC COLUMN

10 A9.51

LOBBY 101

MTL CANOPY ENCLOSURE

CONC COLUMN

STL TUBE FRAMINGSTL TUBE FRAMING SUPPORT FOR CANOPY SUPPORT FOR CANOPY SEE STR DWG FORSEE STR DWG FOR 10 SIZE SIZE A9.51 XF XF 10 A9.51 1 A6.11

CONFERENCE ROOM A6.11 103

ENTRANCE CANOPY - PLAN TOP VIEW 1'-5 5/8"

1'-52'-0" 5/8"

SCALE: 1/4" = 1'-0"

2'-0"

SIGNAGE DETAIL

GNAGE DETAIL SIGNAGE DETAIL

SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"

SCALE: 1/4" = 1'-0"

ENTRANCE CANOPY ENTRANCE - PLAN CANOPY TOP VIEW - PLAN TOP VIEW

SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"

0D 0P 0[

0F D 0

0 0

CONT MTL CANOPY VERTICAL ENCLOSURE

SHEET NAME:

SHEE

SHEET NAME:

CA SU DE

SHEE

CANOPY AND CANOPY AND ENTRANCE CANOPYG PLAN - LV-01 1 SUNSHADE SUNSHADE SCALE: 1/4" = 1'-0" Origina DETAILS DETAILS CONT MTL CANOPYCONT MTL CANOPY

3'-4 5/8" X3

5 1 P

D [

3'-4 5/8" X3

ISSUE DATE

CANOPY OPENING CANOPY ABOVE OPENING ABOVE

2'-0"

REV

50% 01/29/21 SD 100% 03/01/21 SD PLAN CHECK PLAN 05/03/21 CHECK [HSAP-2] [HSAP-2] H DD 100% DD05/31/21 100% PLAN CHECK PLAN 07/19/21 CHECK [HSAP-3] [HSAP-3] LAHD-LACDA LAHD-LACDA 09/01/21 H CANOPY OPENING ABOVE FIRE 2ND, GREEN, FIRE 09/07/21 2ND, GREEN, DAS BACKCHECK DAS BACKCHECK

1 A6.11

1'-0" G

150% SD A6.11 100% SD

19'-0" XE

1'-0"

REV XF ISSUE

1'-0"

LEVEL 1 0" (+27.50')

CONFERENCE ROOM CONFERENCE ROOM XE 103 103

CANOPY OPENING CANOPY OPENING

CANOPY OPENING

STAMP:

ENTRANCE CANOPY ABOVE

ENTRANCE CANOPY ENTRANCE ABOVE CANOPY ABOVE

STAMP:

2 A6.11

1 A6.11

19'-0"

LOBBY J 101

STL TUBE FRAMING SUPPORT FOR CANOPY SEE STR DWG FOR SIZE

herein

The ideas and designs represented The ideas and designs represented by Abo K and in this drawing, allherein herein prepared and in this drawing, all prepare are for by Abode Communities | Architecture, by Abode Communities | Architecture project are for the use solely with respect are for to thethis use solely with respect to Archite statuto project, and Abode Communities project, | and Abode Communities | includil Architecture shall retain all common Architecture law,shall retain all common used statutory, and other reserved statutory, rights and other reserved rights b including copyright, and shall including not be copyright, and shall notwithou be Comm used by others for any otherused purpose by others for any other purpose without written permission ofwithout Abodewritten permission of Abode STAM Communities | Architecture.Communities | Architecture. 2

A6.11

2 LOBBY A6.11 101

MTL CANOPY ENCLOSURE

PRO

PROJECT NO: 202006 PROJECT NO: 202006 R The id

SIGNAGE ABOVE SEE SIGNAGE DWG

2 A6.11

2'-0"

METAL PANEL SOFFIT PANEL

PREFINISHED MTL GRATE W/ DRAIN

40'-7 3/4"

METAL PANEL SOFFIT PANEL

SLOPE ABOVE SIGNAGE ABOVE SIGNAGE SEE SIGNAGE DWGSEE SIGNAGE DWG

HIGH TEMP. WEATHERPROOF MEMBRANE

HIGH HIGH TEMP. WEATHERPROOF SHINGTEMP. WEATHERPROOF MEMBRANE MEMBRANE

1 KA9.52

PRINT & COPY 123

1'-5 5/8"

HSS FRAMING, S.S.D.

CONC K R XG ENING CANOPY SECTION OPENING SECTION COLUMN

K 1 A9.52 PREFINISHED MTL PREFINISHED MTL GRATE W/ DRAIN GRATE W/ DRAIN

1 A9.52

HSS FRAMING, S.S.D. HSS FRAMING, S.S.D.

PRINT & COPY 123

19'-0"

EQ.

FLUSH PANEL

METAL PANEL FASCIA METAL TO PANEL FASCIA TO SOFFIT FLASHING SOFFIT FLASHING

40'-7 3/4"

HIGH TEMP. WEATHERPROOF HIGH TEMP. WEATHERPROOF MEMBRANE MEMBRANE

FLUSH PANEL

HIGH TEMP. WEATHERPROOF MEMBRANE

1'-5 5/8"

GYPSUM SHEATHING

SEE STR DWG FOR DETAIL

SCALE:

PRINT & COPY PRINT & COPY 123124

1'-5 5/8"

GYPSUM SHEATHING GYPSUM SHEATHING

CONC&TO STL TUBEPRINT & COPY PRINT COPY CONNECTION 124 124

2'-0"

METAL FRAMING AS REQUIRED

2' - 0".

METAL FRAMING AS METAL FRAMING AS REQUIRED REQUIRED

CONCCONC TO STL TUBECONC TO STL TUBE COLUMN CONNECTION CONNECTION SEE STR DWG FORSEE DETAIL STR DWG FOR DETAIL

1'-5 5/8"

METAL PANEL CORNER

CONC TRIM COLUMN

40'-7 3/4"

METAL PANEL CORNER METAL PANEL CORNER TRIM TRIM CONC COLUMN

2'-0"

EQ.

SCALE: ENTRANCE CANOPY AXON

SCALE:

3'-4 5/8" ENCLOSURE VERTICAL VERTICAL ENCLOSURE X3

ENTRANCE CANOPY ENTRANCE PLAN CANOPY - LV-01PLAN - LV-01

SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"

SHEET NUMBER: SHEET NUMBER:

1 A9.51 A9.51

Original drawing is 30x42. HalfOriginal size is 15x21. drawing is 30x42. Half size is 15

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EXTERIOR WALL PER PLAN WEATHERPROOF MEMBRANE SELF ADHERED MEMBRANE

EXTERIOR BUILDING SIGNAGE

STUCCO WEEP SCREED 24 GA. STAINLESS STEEL METAL FLASHING PAINT TO MATCH STUCCO PREFINISHED MTL GRATE W/ DRAIN DRAIN, SEE PLUMBING

2".

FRAMING AS REQ'D

4".

METAL PANEL J TRIM

SLOPE 2%

PREDRILL BOLT HOLES & FILL WITH COMPATIBLE SEALANT

METAL FRAMING AS REQUIRED GYPSUM SHEATHING

2' - 0".

HIGH TEMP. WEATHERPROOF MEMBRANE

FLUSH SEAM METAL PANEL HSS FRAMING, S.S.D.

CEILING, SEE RCP FOR TYPE & HT.

SOFFIT METAL PANEL HIGH TEMP. WEATHERPROOF MEMBRANE

FASCIA TO SOFFIT FLASHING

SELF ADHERED MEMBRANE

SOFFIT METAL PANEL

ALUMINUM FRAMED STOREFRONT MULLION

CANOPY SECTION 2 SCALE:

EXTERIOR WALL PER PLAN WEATHERPROOF MEMBRANE EXTERIOR PLASTER SEE ELEV FOR TYPE METAL PANEL BEYOND PREFINISHED MTL GRATE W/ DRAIN BEYOND

3" = 1'-0"

EXTERIOR BUILDING SIGNAGE PREDRILL BOLT HOLES & FILL WITH COMPATIBLE SEALANT METAL PANEL CORNER TRIM

METAL FRAMING AS REQUIRED EQ.

9 A9.17

STOREFRONT HEADER, S.S.D.

GYPSUM SHEATHING

HIGH TEMP. WEATHERPROOF MEMBRANE 2' - 0".

1' - 0"

SEALANT OVER BACKER ROD

Portfolio

TINY HOUSE 2021 Project Team Michael Woodruff

Project Description Using the constraints imposed by building on a 32’x10’ trailer chassis, the house design favors design solutions that prioritize the maximization of space and finding moments where the building elements can be articulated. A typical tiny house builds a box the full size of the chassis, whereas this tiny house design emphasizes the custom front entry & natural light clerestory by shifting wall planes and framing building elements with material contrast. The interior design favors maximum storage by lifting the living room floor off the main floor level, providing storage above and below while also creating another frame to emphasize the living space and provide contrast between the functions of space between the living room and kitchen. The main floor bedroom also contains a full size wardrobe closet and full size bathroom.

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LATE BLOOMER CABIN 2022 Project Team Michael Woodruff

Project Description

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The cabin maximizes interior space by utilizing storage and space underneath the bed frame. The design concept unifies the space and program areas with a minimal material palette and clean details. The 10’x16’ tiny house includes an ample kitchen with storage, shower, toilet, queen bed, and desk working area with shelving. The polycarbonate partition separates the bed from shower, while allowing light between spaces, while providing a sleek surface to contrast the warm plywood interior.

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SCULPTURAL PLANTERS 2016-2021

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BOOLEAN LAMP

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BED FRAME & DRAWERS

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ART & ILLUSTRATION

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