Architectural Portfolio 2014-2021 by Maggie Ciaccio

P LAC E S S PAC E S

MAGGIE CIACCIO architecture portfolio

Architecture grants the opportunity to participate in the transformation of an intangible, immaterial, and often times chaotic idea into a tangible and complex built form that can be experienced through our senses, through space, and through time. As an architect, I value the responsibility to define and domesticate space that fosters our day-to-day activities. To me, architecture should embody beauty in the world.

WHYARCHITECTURE?

MAGGIECIACCIO

PROFESSIONAL EXPERIENCE

maggie.ciaccio@gmail.com (630) 303 - 4223

MITHUN, INC | ASSOCIATE

REGISTERED ARCHITECT

CREDENTIALS LICENSED ARCHITECT State of Illinois......2017 - present LEED Green Associate........................................2019 - present TRUE Zero Waste Advisor Certification............2020 - present

SKILLS & TOOLS

HONORS & ACHIEVEMENTS

Moment of Mithun Appreciation Award.....................June 2018 International Interior Design Association Award..................2017 WINNER Pella Prize for Excellence in UndergraduateThesis..............................................................2014 AIA Emerging Professionals Thesis Showcase.......................2014 Dean’s List.....................................................................2009-2014 HONORABLE MENTION Virginia Educational Facility Planners Competition................................................2011 Funniest Female - Class of ‘09...............................................2009

INVOLVEMENT & VOLUNTEER

USGBC Pacific Chapter Book Club................................2020 NCARB A.R.E 5.0 Committee Volunteer........2019 - present Treasurer of Mithuniversity................................2018 - present American Institute of Architects........................2019 - present AIA Design & Wellbeing Committee...............................2019 Design Build Institute of America.....................2019 - present Design Mentor with Sawhorse Revolution...........2017 - 2019 Union Gospel Mission Volunteer......................................2018 Washington Park Arboretum Volunteer...............2017 - 2018 Make-A-Wish:Eli’sEscapeTreehouseProject......................2014 DCBIA: Community Improvement Day.........................2014

PERSONAL ACHIEVEMENTS Summited Mount Kilimanjaro.........................................2019 Corepower Yoga Part-time Teacher.......................2018 - 2019 200 HR Certified Yoga Instructor.....................................2018 Honolulu Marathon..........................................................2017

EDUCATIONAL HISTORY VIRGINIA TECH | BACHELOR of ARCHITECTURE in honors

Blacksburg, VA...............................................................................................2009 - 2014

»» MAGNA CUM LAUDE - GPA 3.74 // 4.00

UNIVERSITY COLLEGE DUBLIN | Bilateral Exchange

Dublin, Ireland..................................................................................................Fall 2012

»» College of Engineering & Architecture

Seattle, Washington.....................................................................................2017 - Present

Mithun is an interdisciplinary firm that specializes in creating healthy and sustainable places to live, work, and play and whose ethos is that design can bring positive change. THE BUSH SCHOOL - Seattle, WA | Project Designer »Led » the schematic design of a 18,000 sf Upper School classroom and multipurpose facility »Researched » code and zoning requirements that informed the siting and design of the structure NUEVO EAST - UC-San Diego, CA | Project Architect »Led » the design & coordination of two high-rise residential buildings within a 700,000 sf graduate student housing development from design development to project close out »Coordinated » structural, vertical circulation, MEPF, and acoustics »Participated » in Navisworks coordination with consultant teams »Collaborated » closely with landscape architects and interior designers »Researched » code requirements »Reviewed » submittals, processed RFIs, and issued ASIs HORIZON HOUSE - Seattle, WA | Project Architect »Collaborated » in the study of the amenity spaces for a senior living facility & developed schemes for a new performance hall addition »Quickly » designed, coordinated, and documented the renovation of a Penthouse unit OTHER PROJECTS »PEPSI » BLOCKS Portland, OR | Architect »PRESS » BLOCKS Portland, OR | Architect »CONFIDENTIAL » TECH CLIENT Austin, TX | Architect

LEHMAN SMITH MCLEISH PLLC | ARCHITECT II

Georgetown - Washington, D.C......................................................................2014 - 2016

LSM specializes in the spatial analysis, design, & construction of corporate office interiors & shared tenant spaces. CENTERBRIDGE - New York, NY | Project Designer »» Integral team member from project win to completion of construction for a 20,000 sf office renovation in the landmarked Seagram Building for an investment banking firm »» Built digital model & prepared presentation drawings, renderings, & program analyses for weekly design meetings »» Corresponded with and presented designs to client »» Compiled construction drawings & coordinated with consultants »» Participated in construction meetings & orchestrated much of the construction administration process through punchlist »» Designed and coordinated both systems & loose furniture, miscellaneous accessories, & office graphics »» Prepared art presentations & coordinated with commissioned artist, Spencer Finch, to render the proposed art installation

HKS, INC | SUMMER INTERN

Richmond, VA............................................................................................Summer 2013

»» Collaborated in the programming for an NBA & NHL sports arena, & minor league baseball stadium & master plan

URBAN DESIGN GROUP | SUMMER INTERN

Baltimore, MD...................................................................................Summer 2012

»» Helped in the design of single & multi-family residences from schematic design to construction documents

TABLE of CONTENTS

PROFESSIONAL WORKS

THESIS

THE BUSH SCHOOL

SANATORIUM FOR TOPOPHOBICS

Schematic design of an educational facility on a private K-12 school campus...........................

RECIPIENT of Pella Prize for Excellence in Undergraduate Thesis An exploration into the articulation of boundary & its effect on the creation of place......

UC SAN DIEGO NUEVO EAST Design-build graduate student housing development...................................................

HORIZON HOUSE Performed tasks as the campus architect for an existing senior living facility.............................

06 16 28

HORIZON HOUSE PENTHOUSE 1902 Design and construction of a penthouse unit renovation.....................................................

PEPSI BLOCKS GMP drawing development for a market rate housing complex..............................................

PRESS BLOCKS

34 36

Revised GMP drawing development for a market rate housing complex............................

RE-WORKING THE MODERN WORKPLACE Renovation project in the landmarked Seagram Building.......................

40 44

VOLUNTEER VIVALDI HOUSE

94 FIREWEED HOUSE Sawhorse Revolution Design Mentor........... 96 MAKE-A-WISH ‘Eli’s Escape’ - Treehouse Project...................98 Sawhorse Revolution Design Mentor...........

THE BUSH SCHOOL

Schematic design of an educational facility on a private K-12 school campus

CLIENT: The Bush School LOCATION: Madison Valley - Seattle, WA SCALE: 18,000sf ROLES & RESPONSIBILITIES: Project Designer »» Led the schematic design of a new Upper School classroom facility that included ten classrooms, break-out areas, 400-seat multipurpose room, student lounge, collaboration center, administrative offices, and faculty work room »» Researched code and zoning requirements that informed the siting and design of the structure »» Coordinated with the landscape architects to improve accessibility to the facility

PROJECT TIME LINE

SCHEMATIC DESIGN

*HOLD: CAPITAL CAMPAIGN

Jan 2017

June 2017

TEAM: Brendan Connolly Design Partner Michael Fiegenschuh Proj Manager Maggie Ciaccio Proj Designer Zach Moshier Proj Designer Amy Lindemuth Landscape Architect Jescelle Major Landscape Architect

“Do unto those downstream as you would have those upstream do unto you.” -Wendell Berry

VIEW FROM LAKE WASHINGTON BLVD ENTRANCE

ct oje Pr e sit

1 EXISTING BUILDING - GRACEMONT

2 VIEW TOWARDS WISSNER AND GRACEMONT

THE BUSH SCHOOL existing context SD

3 VIEW FROM OF WISSNER COURTYARD

4 VIEW TOWARDS LAKE WASHINGTON

THE BUSH SCHOOL Upper School Campus

WISSNER HALL

GRACEMONT HALL

SIDE

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LAK

UPPER SCHOOL 4 CLASSROOM FACILITY SITE

EW ASH

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Av eE

E HARRISON Street

1 VIEW FROM COURTYARD LOOKING NORTH

SOUTH ELEVATION

EXISTING GRACEMONT HALL

THE BUSH SCHOOL Elevations & views from courtyard SD

PROPOSED FACILITY

WEST ELEVATION

2 VIEW FROM COURTYARD AT BUILDING ENTRANCE

THE BUSH SCHOOL View from courtyard SD

SECTION 1 14

THE BUSH SCHOOL Drawings & Rendering SD

SECTION 2

Mithun, Inc. Disclaimer

Your use of the attached/enclosed media, shall constitute an acceptance of the above.

Mithun, Inc. Disclaimer

Your use of the attached/enclosed media, shall constitute an acceptance of the above.

1 1/8" = 1'-0"

SECTION 1NOT FOR CONSTRUCTION

VIEW FROM LAKE WASHINGTON BLVD ENTRANCE

LEVEL 01_UPPER SCHOOL

1/8" = 1'-0"

NOT FOR CONSTRUCTION

ALTERNATIVE #1 - RAINWATER HARVESTING SYSTEM • BASE BID -RAINWATER HARVESTING EQUIPMENT -RAINWATER CISTERNS -PER PAE: THE RAINWATER HARVESTING IS ONLY MITIGATING 80% OF ROOF. SDCI REQUIRES 100% MITIGATION, SO 80 SF OF BIORETENSION IS STILL REQUIRED • ALTERNATE -DELETE RAINWATER HARVESTING EQUIPMENT -DELETE RAINWATER CISTERNS

ALTERNATE NOTES

LEVEL B

ORIGINAL SHEET SIZE 30" x 42"

LEVEL 02_UPPER SCHOOL

ORIGINAL SHEET SIZE 30" x 42"

6/9/2017 5:30:38 PM

SECTION 2

6/9/2017 5:30:39 PM

yees, harmless from and against any claim, liability, demands, losses, damages, penalties or cost (including attorney's fees and defense costs, whether or not a suit is filed) arising or allegedly arising out of any unauthorized use, reuse or modification or in any way connected with, the incompatibility, readability, or durability of the information contained herein by the recipient The recipient or any person agrees, or to entity the fullest that acquires extent permitted or obtainsby this law, information to defend,thereon indemnify, fromand the hold recipient Mithun, without Inc., written its shareholders authorization andfrom employees, Mithun, harmless Inc. This agreement from and against to defend, any claim, indemnify liability, and demands, hold Mithun, losses, Inc. harmless damages,also penalties appliesortocost the (including attorney's fees and defense costs, whether or not a suit is filed) arising or allegedly arising out of any unauthorized use, reuse or modification or in any way connected with, the incompatibility, readability, or durability of the information contained herein by the recipient or any person or entity that acquires or obtains this information The recipient thereon agrees, from the to the recipient fullest without extent permitted written authorization by law, to defend, from Mithun, indemnify, Inc. This and hold agreement Mithun,toInc., defend, its shareholders indemnify and andhold employees, Mithun, Inc. harmless harmless fromalso andapplies againsttoany the claim, liability, demands, losses, damages, penalties or cost (including attorney's fees and defense costs, whether or not a suit is filed) arising or allegedly arising out of any unauthorized use, reuse or modification or in any way connected with, the incompatibility, readability, or durability of the information contained herein by the recipient or any person or entity that acquires or obtains this information thereon from the recipient without written authorization from Mithun, Inc. This agreement to defend, indemnify and hold Mithun, Inc. harmless also applies to the normally associated with such a project. use of this information on any project or construction site without the involvement of Mithun, Inc. in the construction phase services normally associated with such a project. use of this information on any project or construction site without the involvement of Mithun, Inc. in the construction phase services normally associated with such a project.

which expressly reserves all ownership rights including any common law, statutory or copyrights. This electronic data is intended for use on the project specified, and shall not be used or relied upon in part or in whole, for any future work on the same building(s) or site(s) or for any other project. The recipient of this information shall not copy, use or modify this informationAllwithout information the prior contained written in authorization this electronic of Mithun, data prepared Inc. Thebydrawings Mithun, Inc. and/or as data instruments contained of service herein conform are the property to Mithun, of Inc.'s Mithun, standard Inc., which specification expresslyfor reserves softwarealland ownership file format. rights Mithun, including Inc. any will review common anylaw, request statutory for providing or copyrights. This electronic data is intended for use on the project specified, and shall not be used or relied upon in part or in whole, for any future work on the same building(s) or site(s) or for any other project. The recipient of this information shall not copy, use or modify this information without the prior written authorization of Mithun, Inc. The drawings All information and/or data contained contained in thisherein electronic conform datatoprepared Mithun, Inc.'s by Mithun, standard Inc. specification as instruments forofsoftware serviceand are file the format. propertyMithun, of Mithun, Inc. Inc., will review which any expressly request reserves for providing all ownership rights including any common law, statutory or copyrights. This electronic data is intended for use on the project specified, and shall not be used or relied upon in part or in whole, for any future work on the same building(s) or site(s) or for any other project. The recipient of this information shall not copy, use or modify this information without the prior written authorization of Mithun, Inc. The drawings and/or data contained herein conform to Mithun, Inc.'s standard specification for software and file format. Mithun, Inc. will review any request for providing e a change in services. data in a different file format(s) if such a request is made in writing by the original recipient. Such a request may be considered to be a change in services. data in a different file format(s) if such a request is made in writing by the original recipient. Such a request may be considered to be a change in services.

contained herein may either be in draft form or may be revised at any time. Accordingly, Mithun, Inc. makes no representations as to the accuracy of this information. If for any reason a conflict exists between information contained herein and the stamped, signed documents, the information on the signed documents is to be interpreted as correct. In addition, errors and discrepancies Any information cancontained be inadvertently in theseintroduced electronic files into electronic is for informational media bypurposes differing hardware, only. Recipient software acknowledges and operators. that the information contained herein may either be in draft form or may be revised at any time. Accordingly, Mithun, Inc. makes no representations as to the accuracy of this information. If for any reason a conflict exists between information contained herein and the stamped, signed documents, the information on the signed documents is to be interpreted as correct. In addition, errors and discrepancies can be inadvertently introduced into electronic media Any information by differingcontained hardware, in software these electronic and operators. files is for informational purposes only. Recipient acknowledges that the information contained herein may either be in draft form or may be revised at any time. Accordingly, Mithun, Inc. makes no representations as to the accuracy of this information. If for any reason a conflict exists between information contained herein and the stamped, signed documents, the information on the signed documents is to be interpreted as correct. In addition, errors and discrepancies can be inadvertently introduced into electronic media by differing hardware, software and operators.

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UC SAN DIEGO NUEVO EAST

Design-build graduate student housing development CLIENT: University of California San Diego LOCATION: La Jolla, California SCALE: 700,000 (across 6 buildings) STATUS: Completed - Spring 2020 ROLES & RESPONSIBILITIES: Project Architect

»Led » the design and coordination of two high-rise residential buildings within a larger graduate student housing development from design development to project close out »Coordinated » structural, vertical circulation, MEPF, and acoustics »Participated » in Navisworks coordination with consultant teams »Collaborated » closesly with landscape architects and interior designers »Researched » code requirements »Reviewed » submittals, processed RFIs, and issued ASIs

DESIGN DEVELOPMENT PROJECT TIMELINE

July 2017

CONSTRUCTION CONSTRUCTION DOCUMENTATION ADMINISTRATION

PROJECT CLOSE OUT April 2020

TEAM: Brendan Connolly Design Partner Lynn McBride Project Manager Maggie Ciaccio Project Architect Patrick Gurley Project Architect Tammy Chuang ProjectArchitect Dorothy Faris Landscape Architect Tammy Lee Landscape Architect Dorothy Faris Landscape Architect Elizabeth MacPherson Interiors Katelyn Koch Interiors

VIEW OF CAPA RESIDENTIAL TOWER Rendering credit: Plomp

EXISTING SITE

UCSD NUEVO EAST Site plan DD

PIEDRA CAPA

SOLAR HOT WATER

TER

ICE

LST

WIN

SO LST IC

NATURAL COOLING

NEST

CHANNEL

UCSD NUEVO EAST View from pedestrian walkway DD

Rendering credit: Plomp

ithun, Inc. makes no representations as to the accuracy of this information. If for any reason a conflict exists between information contained herein and the stamped, signed documents, the information on the signed documents is to be interpreted as correct. In addition, errors and discrepancies can be inadvertently introduced into electronic media by differing hardware, software and operators.

UCSD NUEVO EAST Construction documents & photos

9 1/2"

P 43

6 AE-442

<RAIL-2>

P 43

E3V2

2'-5 1/8" 6"

10"

STAIR 2 - LEVEL 03 (LEVELS 4-7 SIM)

1/4" = 1'-0"

STAIR LEGEND

W 43 6 AE-442

5 AE-442

1/2" MAX.

6 AE-442

4'-2"

W 01

REDISTAIR EXTENSION

P 54

5 AE-442

P 54

P 43

P 56

AE-626

W 10

10"

W 43

6 AE-442

E8ST2

P 43

RFI 0871 05/20/2019

P 46

W 10

12 AE-509.1

<RAIL-34>

5 AE-442

3'-7 1/8"

E8V2

P 54

10"

P 34

P 46

STAIR 2 - LEVEL 02

5 AE-442

W 01

<RAIL-2>

SHIPS LADDER ACCESS TO LOWER ROOF

P 43

LEVEL 02 11' - 1"

LEVEL 01 0' - 0"

STAIR 2 (WEST) - SECTION 02

1/4" = 1'-0"

W 43

STAIR 2 - LEVEL 08

P 54

<RAIL-1>

LEVEL 08 68' - 7"

1/4" = 1'-0"

LEVEL 07 59' - 0"

LIGHT FIXTURES (TYPICAL)

LEVEL 06 49' - 5"

5 AE-442 1/2" MAX. 4'-2" 6"

LEVEL 05 39' - 10"

<RAIL-35>

LEVEL 04 30' - 3"

P 43

CENTER LIGHT FIXTURE ON LANDING

1/4" = 1'-0"

19 A-519

LEVEL 03 20' - 8"

17 A-519

3 A-509

<RAIL-34>

1 AE-509.1

4'-2"

4'-2" 1/2"

RAIL-36

RAIL-35

NO. RAIL-1

RAIL-2 RAIL-34

LEVEL 09 78' - 2"

11 AE-509.1

CENTER LIGHT FIXTURE ON LANDING

<RAIL-2>

<RAIL-35>

3. REFER TO RAILING DETAILS ON SHEET A-517, A-518, AND A-519 IN VOLUME 1

<RAIL-36>

STAIR 2 (WEST) - SECTION 01

1/4" = 1'-0"

<RAIL-36>

9'-7"

4 A-504 SIM.

8'-0" TYPICAL

4 A-504 SIM.

9'-7"

1'-0"

SEAL AND SLOPE TOP OF CONCRETE

2'-11 1/8"

P 43

W 43

P 43

<RAIL-35>

9'-7"

SHIPS LADDER AND ROOF HATCH FOR ACCESS TO LOWER ROOF

9'-7"

6 A-522

4'-6 1/8" 8 EQ. RISERS

CONCRETE CURB TO BE COORDINATED WITH TAPERED INSULATION

5'-0 7/8" 9 EQ. RISERS

4'-6 1/8" 8 EQ. RISERS

<RAIL-2>

4'-6 1/8" 8 EQ. RISERS

<RAIL-2>

4'-6 1/8" 8 EQ. RISERS

8 TREADS AT 11" EACH

7'-4"

6'-5" 7 TREADS AT 11" EACH

1'-0"

1'-6"

1/2" MAX. 6" 4'-2"

PRECAST REDISTAIR

9'-7"

P 70

5 AE-442

9'-7"

<RAIL-35>

W 10

5'-0 7/8" 9 EQ. RISERS

<RAIL-35>

5'-0 7/8" 9 EQ. RISERS

1/4" = 1'-0"

6'-8" MIN. HEAD HEIGHT

4'-2"

1'-11"

<RAIL-34>

5'-0 7/8" 9 EQ. RISERS

<RAIL-34>

4'-6 1/8" 8 EQ. RISERS

LEVEL 2

5'-0 7/8" 9 EQ. RISERS

REDISTAIR EXTENSION

3' -

CARPET PER FINISH PLANS

4'-6 1/8" 8 EQ. RISERS

5 AE-442

13'-2"

LINE OF STRINGER BEYOND

5'-0 7/8" 9 EQ. RISERS

E3ST2

4'-2"

6 AE-442

1'-0"

STAIR 2 - LEVEL 01

1'-11"

W 43

6'-5" 7 TREADS AT 11" EACH

1/2" MAX.

1/2" FLAT PLATE

11'-1"

W 43

1 AE-760

1'-0"

P 56

TYP

1'-6"

4'-2"

CONTINUE STEEL NOSING AT TOP RISER

4'-5 3/16" 8 EQ. RISERS

W 10

P 46

4'-2"

10'-1"

3 A-519.2

6'-8" MIN. HEAD HEIGHT

1/2"

5'-4"

11 TREADS AT 11" EACH

1 A-519.2

W 43

ORIGINAL SHEET SIZE 30" x 42"

W 10

P 46

1'-11"

STRINGER EXTENSION REFER TO SECTION

6'-7 13/16" 12 EQ. RISERS

AE-626

RFI 0871 05/20/2019

3' -

6 AE-442

1/2" MAX. 4'-2" 6"

2'-7 3/4"

6 AE-442

13'-2"

REDISTAIR EXTENSION

5 AE-442

5'-10 1/2"

1'-0" MIN

<RAIL-35>

11'-11"

<RAIL-36>

3' -

<RAIL-1>

4'-2"

1/2" MAX.

E1ST2

4'-2"

1'-0"

W 10

4'-2"

9 3/4"

1'-11"

6 AE-442

7'-4"

8 TREADS AT 11" EACH

W 10

1'-11"

3' -

6'-5"

7 TREADS AT 11" EACH

1 1/2" = 1'-0"

1'-0"

DETAIL AT TOP OF TOWNHOME STEEL STAIR 2

1'-6"

1 1/2" = 1'-0"

DETAIL AT TOP OF TOWNHOME STEEL STAIR CONCRETE FILLED STEEL PAN TREADS BEYOND

3' -

PAINTED STEEL STAIR STRINGER

2'-7 3/4"

CONCRETE FILLED STEEL PAN TREADS

13'-2"

FLAT BAR RAILING

5'-10 1/2"

FLAT BAR RAILING

9 3/4"

CONTINUE STEEL NOSING AT TOP RISER

Your use of the attached/enclosed media, shall constitute an acceptance of the above.

CONTINUE STEEL NOSING AT TOP RISER

Any information contained in these electronic files is for informational purposes only. Recipient acknowledges that the information contained herein may either be in draft form or may be revised at any time. Accordingly, Mithun, Inc. makes no representations as to the accuracy of this information. If for any reason a conflict exists between information contained herein and the stamped, signed documents, the information on the signed documents is to be interpreted as correct. In addition, errors and discrepancies can be inadvertently introduced into electronic media by differing hardware, software and operators.

LEVEL 2

All information contained in this electronic data prepared by Mithun, Inc. as instruments of service are the property of Mithun, Inc., which expressly reserves all ownership rights including any common law, statutory or copyrights. This electronic data is intended for use on the project specified, and shall not be used or relied upon in part or in whole, for any future work on the same building(s) or site(s) or for any other project. The recipient of this information shall not copy, use or modify this information without the prior written authorization of Mithun, Inc. The drawings and/or data contained herein conform to Mithun, Inc.'s standard specification for software and file format. Mithun, Inc. will review any request for providing data in a different file format(s) if such a request is made in writing by the original recipient. Such a request may be considered to be a change in services.

PARTITION PER PLAN

4" ø

The recipient agrees, to the fullest extent permitted by law, to defend, indemnify, and hold Mithun, Inc., its shareholders and employees, harmless from and against any claim, liability, demands, losses, damages, penalties or cost (including attorney's fees and defense costs, whether or not a suit is filed) arising or allegedly arising out of any unauthorized use, reuse or modification or in any way connected with, the incompatibility, readability, or durability of the information contained herein by the recipient or any person or entity that acquires or obtains this information thereon from the recipient without written authorization from Mithun, Inc. This agreement to defend, indemnify and hold Mithun, Inc. harmless also applies to the use of this information on any project or construction site without the involvement of Mithun, Inc. in the construction phase services normally associated with such a project.

4" ø ALIGN OF TOP STRINGER WITH GUARDRAIL AT LANDING (REFER TO PLAN DETAIL)

3' -

CD ø 4"

3'-6"

3 A-519.2

Mithun, Inc. Disclaimer

1 ALIGN OF TOP STRINGER WITH GUARDRAIL AT LANDING (REFER TO PLAN DETAIL)

CARPET PER FINISH PLANS

ALIGN WALL WITH SLAB EDGE

or cost (including attorney's fees and defense costs, whether or not a suit is filed) arising or allegedly arising out of any unauthorized use, reuse or modification or in any way connected with, the incompatibility, readability, or durability of the information contained herein by the recipient or any person or entity that acquires or obtains this information thereon from the recipient without written authorization from Mithun, Inc. This agreement to defend, indemnify and hold Mithun, Inc. harmless also applies to the use of this information on any project or construction site without the involvement of Mithun, Inc. in the construction phase services normally

rights. This electronic data is intended for use on the project specified, and shall not be used or relied upon in part or in whole, for any future work on the same building(s) or site(s) or for any other project. The recipient of this information shall not copy, use or modify this information without the prior written authorization of Mithun, Inc. The drawings and/or data contained herein conform to Mithun, Inc.'s standard specification for software and file format. Mithun, Inc. will review any request for providing data in a different file format(s) if such a request is made in writing by the original recipient. Such a request may be considered to be a change in

CONCRETE FOOTING AND SHEAR WALLS

VIEW OF CONSTRUCTION SITE FROM ROOF OF “CAPA”

REFER TO SLAB PLANS FOR EMBED AND POST LOCATIONS

2 A-519.2

CARPET REFER TO FINISH PLANS

STEEL FLAT BAR GUARDRAIL POST STEEL FLAT BAR GUARDRAIL POST

CONCRETE FILLED METAL PAN PAINTED STEEL STAIR STRINGER

GUARDRAIL EMBED

PARTITION BEYOND STEEL NOSING

PAINTED STEEL STAIR STRINGER BEYOND

PLAN DETAIL AT TOWNHOME STAIRS

3" = 1'-0"

STAIR DETAILS FOR TOWNHOME UNITS

DESCRIPTION 05 52 13 - TYPICAL FLOOR MOUNTED 1 1/4" PIPE RAILING GUARDRAIL, GALVANIZED 05 52 13 - TYPICAL WALL MOUNTED 1 1/4" PIPE RAILING, GALVANIZED 05 52 13 - (DETAIL 1, A-517) TYPICAL 42" FLOOR-MOUNTED METAL PIPE GUARDRAIL, NO HANDRAIL 05 52 13 - (DETAIL 2, A-517) TYPICAL 42" FLOOR-MOUNTED METAL PIPE GUARDRAIL, HANDRAIL 05 52 13 - (DETAIL 3,A-517) TYPICAL 18" FLOOR-MOUNTED METAL PIPE RAIL AT UNDERSIDE OF STAIR. LOW CLEARANCE ADA CANE DETECTION

SHEET KEYNOTES

LATITUDE 33 PLANNING & ENGINEERING

CIVIL ENGINEER

MITHUN, INC.

ARCHITECT, LANDSCAPE ARCHITECT, INTERIOR DESIGN

DCI ENGINEERS

STRUCTURAL ENGINEER

ELECTRICAL ENGINEER

MICHAEL WALL ENGINEERING

MA ENGINEERS

MECHANICAL/PLUMBING ENGINEER

SEATTLE / Pier 56, 1201 Alaskan Way, #200 Seattle, WA 98101 / 206.623.3344

4 A-504 SIM.

ACOUSTICS

NEWSON BROWN ACOUSTICS

FIRE SAFETY

MILLENNIUM FIRE PROTECTION

SAN FRANCISCO / 660 Market Street, #300 San Francisco, CA 94104 / 415.956.0688

W 11

W 43

LEVEL 09 78' - 2"

LEVEL 08 68' - 7"

HENSEL PHELPS

DESIGN BUILDER

P 43

LEVEL 07 59' - 0"

PROJECT

UCSD NUEVO EAST

LOCATION

LEVEL 06 49' - 5"

EAST MESA CAMPUS NUEVO EAST SITE SAN DIEGO, CA

UCSD

PREPARED FOR

LEVEL 05 39' - 10"

NO.

KEYMAP

W 43

LEVEL 04 30' - 3"

PROJECT MANAGER

DESIGN PARTNER

LEVEL 03 20' - 8"

2. REFER TO FINISH PLANS FOR ALL FINISHES.

1. MAINTAIN 1/2" MAX BETWEEN PRECAST STAIR AND SHEAR WALL/ STOREFRONT SYSTEM. COORDINATE WITH SLAB EDGE DRAWINGS (EAST-2 SET).

LEVEL 01 0' - 0"

DATE

CA CHANGES 05/2019

REVISION

LEVEL 02 11' - 1"

CA, DF, DP, KK, RK, SK, TL

BS, MC, MD, PG, TC

CHECK

PROJECT TEAM MEMBERS

PROJECT ARCHITECT

W 43

ARCHITECT SEAL

<RAIL-1>

TITLE

SEPTEMBER 30, 2018

1721400

EAST-2 EAST-3

5150

DATE

06/05/2018 08/16/2018

ENLARGED STAIR 02 PLANS AND SECTIONS

BUILDING E - CAPA

BUILDING NO.

PACKAGE NO.

PROJECT NO.

UCSD PROJECT NO.

AE-442

SHEET NUMBER

RECORD SET

RFI 0427 12/18/2018

Photo credit: Ryan Slaybaugh DCI

UCSD NUEVO EAST Completed - Spring 2020

VIEW OF CAPA RESIDENTIAL TOWER Photography credit: Alex Nye

VIEW OF “THE EXCHANGE” AMENITY BUILDING & CAMPUS ENTRANCE

VIEW OF COURTYARD NEAR “PIEDRA” RESIDENTIAL TOWER

UCSD NUEVO EAST Completed - Spring 2020

PATH ALONG “PORTON & CAPA” RESIDENTIAL TOWERS Photography credit: Alex Nye

HORIZON HOUSE

Performed tasks as the campus architect for an existing senior living facility

CLIENT: Horizon House LOCATION: First Hill - Seattle, WA SCALE: variable STATUS: conceptual design ROLES & RESPONSIBILITIES: Project Architect

»Collaborated » in the conceptual study of the amentity spaces for a senior living facility »Developed » schemes for a new 225-seat performance hall addition »Led » the effort of understanding the complex existing condition through variety of as-built documents from the last 60+ years

CAMPUS ARCHITECTS PROJECT TIMELINE

Dec 2020

TEAM: Lisa Scribante Design Partner Sean Cryan Project Manager Elizabeth Gordon Lead Designer Maggie Ciaccio Project Architect Chi Aoyama Architect Jessica Araujo Architect Gordon Walker Consulting Architect

VIEW FROM EXISTING LEVEL B1 LOUNGE TO NEW PERFORMANCE HALL

CAPITOL HILL

DOWNTOWN

FREEWAY PARK

N RIZO

. AVE RY

TER

CONVENTION CENTER SE

HOU

FIRST HILL

T. TY S I S ER

I-5

UNI

EAST TOWER 1983 CENTRAL TOWER 1954

WEST WING 1981 FREEWAY PARK

NORTH TOWER 2007

HORIZON HOUSE site context & proposed design CD

CONVENTION CENTER

I-5

VIEW FROM EXISTING LEVEL 1 LOUNGE TO NEW PERFORMANCE HALL

LEVEL 1

VIEW FROM WALKWAY LOOKING DOWN ON PERFORMANCE HALL

10'-0"

SECTION 1

HORIZON HOUSE plan, section, & perspective of proposed performance hall CD

SECTION 1

LEVEL B1 2

VIEW FROM INTERIOR OF PERFORMANCE HALL

HORIZON HOUSE PENTHOUSE 1902

Design and construction of a penthouse unit renovation CLIENT: Horizon House LOCATION: First Hill - Seattle, WA SCALE: 900sf STATUS: under construction ROLES & RESPONSIBILITIES: Project Architect

»Coordinated » the lighting design with the client and consultant to be tailored to the senior demographic »Collaborated » with the client’s marketing team to create a design suitable for the resident’s needs »Created » a coordinated set of documents in an expedited time frame »Continuing » to work with the contractor during demolition and construction to evaluate on-site conditions

ROUNDED PALETTE OPTION 1

chen + dining spaces

PROJECT TIME LINE

SCHEMATIC DESIGN Jan 2021

HORIZON HOUSE perspective, drawings, and material palette SD

CONSTRUCTION CONSTRUCTION DOCUMENTATION ADMINISTRATION Feb 2021

March 2021

GROUNDED PALETTE Living room sconces add character + layer of light

Countertop + backsplash

Natural walnut kitchen cabinets Black drawer knobs + pulls for contrast

Flooring throughout

1 01-A9.12

3'-0"

KITCHEN - ELEV 1 1/4" = 1'-0"

5'-0"

3'-0" 2'-6" 1'-8 1/2"

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

KITCHEN - ELEV 2 1/4" = 1'-0"

KITCHEN - ELEV 3 1/4" = 1'-0"

1 01-A9.17

TV (FOR REFERENCE) CT-1

1 EQ TBD

1'-0"

WD-2

1 TBD

KITCHEN - ELEV 4 1/4" = 1'-0"

WD-2

KITCHEN - ELEV 5 1/4" = 1'-0"

01-A8.01

NORTH - UNIT 1902

SKETCH NO.

SET TYPE

ISSUED WITH

SC KM, MC

2'-0" 1'-2" 1'-6" 1'-0" 3"

LOS ANGELES / 5837 Adams Blvd Culver City, CA 90232 / 323.937.2150

2'-0" M/O

WD-2

SHEET REF.

CT-1

5'-0"

REF

1'-6" 1'-0"

CT-1

5'-8 1/4"

2'-9"

DRAWN BY

EQEQ 2

1'-6" 1'-6" 3"

WD-2 CLOSET EQ EQ

3'-6"

1'-2" 1'-10"

WD-2

PROJECT MANAGER

2 BOCCI OUTLET (TYP)

7'-0"

8'-0"

OPEN TO ENTRY 1

1 EXHAUST HOOD 01-A9.13 INSERT COOKTOP

2 1 3 01-A9.11 01-A9.11 01-A9.12

1/4" = 1'-0"

1 2 01-A9.11 01-A9.12

BOCCI OUTLET 2 (TYP) CT-1

1 TBD

PROJECT TITLE

WD-1 FRAMED OPENING TO MATCH DOOR FRAME 1

3 01-A9.13

SEATTLE / Pier 56, 1201 Alaskan Way, #200 Seattle, WA 98101 / 206.623.3344

2 4 BOCCI 01-A9.13 01-A9.13 OUTLETS (TYP) TRASH 2

CHECKED BY

1 TBD

SCALE

2 01-A9.15

PROJECT NO.

1/4" = 1'-0"

HORIZON HOUSE 2028000 ISSUED L19-NORTH - UNIT 1902 INTERIOR ELEVATIONS (ENTRY & 2/2/2021 REVISED KITCHEN)

ENTRY CORRIDOR SOUTH

1/4" = 1'-0"

ORIGINAL SHEET SIZE 11" x 17"

ENTRY CORRIDOR EAST

3'-0"

SAN FRANCISCO / 660 Market Street, #300 San Francisco, CA 94104 / 415.956.0688

REVISION

EXISTING ENTRY DOOR. REMOVE EXISTING MOULDING. REFINISH AND REPAINT P-1

P-1

NO.

VENTILATION GRILLE

DATE

2 01-A9.17

P-1 1

MISC CHANGES MISC CHANGES

P-1

03-16-2021 03-31-2021

ACCESS PANEL FOR HEAT PUMP, CONCEALED HINGES

P-1 1

P-1

8'-0"

P-1

1 2

P-1 ALIGN

1 01-A9.17

ALIGN

DRAWING TITLE

2 01-A9.17

PEPSI BLOCKS

GMP drawing development for a market rate housing complex

CLIENT: Security Properties LOCATION: Portland, Oregon SCALE: 230,000 sf (across 2 buildings) ROLES & RESPONSIBILITIES: Architect »» Coordinated and detailed the Level 8 amentity terrace »» Assisted in construction documentation for a GMP drawing set »» Studied and detailed the exterior envelope at Levels 1-2

CONSTRUCTION DOCUMENTATION PROJECT TIMELINE

April 2020

TEAM: Bert Gregory Design Partner Heidi Oien Project Manager Allison Orr Project Manager Matt Sullivan Project Architect Reed Kelly Architect Carolyn Spiess Architect Frances Lee Architect Maggie Ciaccio Architect Brenden Day Project Architect Dorothy Faris Landscape Architect Caitlin Squier-Roper Landscape Arch

DETAILS

LEVEL 8 TERRACE

EXTERIOR

LEVEL 1-2

DETAILS

Rendering credit: Plomp

2 A5.38

mithun.com

INTERIOR

WINDOW DIM POINT

ROUGH OPENING

-EXTERIOR-

PLAN DTL AT L8 BALCONY 4

AS REQ'D PER WINDOW MRF EDGE OF MWP TRIM BEYOND FACE OF WCM (WHERE OCCURS) FACE OF PREFIN ALUM SHEET METAL WRAPPED VERTICAL SUPPORT VINYL WINDOW

INTERIOR

PEPSI BLOCKS - PHASE 1A 8 8 A5.48

18 A5.38

19 A4.03

ROUGH OPENING

MWP TRIM: PREFINISHED ALUM SHEET METAL (FP-1) - SEE ELEVATION FOR ALIGNMENT -BALCONYSTIFFENER FOR MWP TRIM COLUMN POSTS AS NEEDED ATAND JOINTS PER STRUCTURAL FLEX FLASHING (VP-SAM) ALIGN FACE OF STUCCO WITH GUARDRAIL, TYP KNEE WALL BELOW FACE OF PREFIN ALUM SHEET 2"METAL WRAPPED BEAM ABOVE FACE OF FCP KNEE WALL BELOW VINYL WINDOW AND SILL LINE OF SOFFIT ABOVE FLEX FLASHING (VP-SAM) WINDOW DIM POINT

ROUGH OPENING 16 FLEX FLASHING (VP-SAM) PREFIN ALUM SHEET 2 METAL COUNTER FLASHING A5.38 A5.46 PTHP UNIT (WHERE OCCURS)

C. WINDOW AND DOOR JAMBS AT ACCENT PANEL

V13.1

LEVEL 03W 173' - 7"

LEVEL 3 FLOOR SLAB

LEVEL 08N 223' - 8"

W/ HEMMED DRIP EDGE (FP-1) ANGLE SUPPORT -EXTERIORPREFINISHED ALUM SHEET METAL W/ AO MEMBERS FASTENERS INTERIOR PROJECT TEAM MATCHING FLASHING (VP-SAM) RK, FL, FLEX MC, BD 1 1/2" = 1'-0" INTERMITTENT SPLIT SHIMS CHECK AS REQ'D PER WINDOW MRF KB EDGE OF MWP TRIM BEYOND FACE OF WCM (WHERE OCCURS) 18 FACE OF PREFIN ALUM SHEET METAL WRAPPED VERTICAL SUPPORT 2 VINYL WINDOW A5.38 PROJECT DESIGNER

PLAN DTL AT L8 BALCONY 3

1/4" = 1'-0"

11 A5.39 INTERIOR 6 A5.38

V14.2

+4"

13 A5.38

NORTH WING, SOUTH SIDE - SECTION @ GRID 15 1/4" = 1'-0"

+4"

3" = 1'-0"

G.1

8 A5.38

1/4" = 1'-0"

V13.2

DATE

SECURITY PROPERTIES MULTIFAMILY DEVELOPMENT COMPANY

REVISION

09.04.2020

BLDG A DES REV 1

BG 6 A5.38 SIM.

HO/AB PROJECT ARCHITECT

DS/MS PROJECT DESIGNER

10 METAL BACK DAM, INCL. END DAMS A5.48

PROJECT TEAM MEMBERS

RK, FL, MC, BD

VINYL WINDOW

CHECK

EDGE OF MWP TRIM BEYOND

SEALANT & BACKER ROD

4 A5.48

+4"

SLOPE 1/8" / FT. MIN CURB FOR ISLAND 5'-11 1/8" LINE OF SOFFIT ABOVE DOOR AND FRAME PER SCHEDULE TAPERED INSULATION FACE OF PREFIN ALUM SHEETBELOW PAVERS, MIN METAL WRAPPED BEAM ABOVE 2" AT DRAINS DOOR DIM POINT

ROUGHVALLEY OPENING MWP TRIM: PREFINISHED ALUM GUARDRAILSHEET DMR-1METAL (FP-1) - SEE ELEVATION FOR ALIGNMENT STIFFENER FOR MWP TRIM AS NEEDED AT JOINTS

19 A4.03

DESIGN PARTNER

AIR SEAL

2 A5.48

5 A5.48

VALLEY

NO.

TYPE X GWB TYPICAL

COVER SHEET

O.H.

SLOPE 1/8" / FT. MIN

SLOPE 1/8" / FT. MIN 6'-11 5/16"

1'-0" 2 A3.08

09/11/2020 PREFINISHED ALUM SHEET METAL TRIM W/ HEMMED EDGE W/ 8'-0" 6 3/4" 8'-0" MATCHING FASTENER

4 A5.48

VALLEY

10 TUBE STEEL PER STRUCTURAL 4 A5.48 SHEET NUMBER 2" MINERALA5.22 FIBER BOARD (INSUL-3) VALLEY

G0.00

DATE

09.04.2020 09.04.2020

REVISION

BLDG A CORR 1 BLDG A DES REV 1

ROUGH OPENING

TAPERED INSULATION RIDGE (+4" MAX) TYPICAL AT PERIMETER

EXTERIOR

INTERIIOR

PROJECT MANAGER

PROJECT ARCHITECT

DS/MS PROJECT DESIGNER

AO PROJECT TEAM MEMBERS

FACE OF INTERIOR FINISH VINYL WINDOW FACE OF PREFIN ALUM SHEET METAL WRAPPED VERTICAL SUPPORT

RK, FL, MC, BD

WINDOW DIM POINT

EXTERIOR 1'-0" EDGE WITH WEEPS AT 12" OC DRIP FLEX FLASHING (VP-SAM) INTERMITTENT SPLIT SHIMS AS REQ'D PER +4" WINDOW MRF

DESIGN PARTNER

HO/AB

9 A5.46 A5.38

GUARDRAIL DMR-1

CHECK

ROUGH OPENING

TITLE

ENLARGED PLAN AND SECTIONS AT L8 BALCONY PROJECT NO.

GUARDRAIL DMR-1

1823300

TOWNHOUSE - VINYL @ STEEL SUPPORT SECTION 09/11/2020 +4" DATE

3" = 1'-0"

13'-11 3/4"

10 A5.46 A5.38

INTERIOR

NOT FOR CONSTRUCTION

MWP-3

MWP TRIM: PREFINISHED ALUM SHEET METAL (FP-1) - SEE ELEVATION FOR ALIGNMENT STIFFENER FOR MWP TRIM AS NEEDED AT JOINTS FIRE SEALANT WHERE WALL TERMINATES AT CONCRETE MINERAL FIBER BOARD (INSUL-3) MWP-1 RATED WALL ASSEMBLY PER PLAN COLUMN PER STRUCTURAL

NO FIELD CHANGES ALLOWED 3

A5.38 SHEET NUMBER

GMP SET

4 NEW SHEET

TITLE

TOWNHOUSE ENTRY DETAILS PROJECT NO.

1823300 DATE

09/11/2020

3 4

WINDOW DIM POINT

10 1/2"

5 A5.38

VALLEY 9 A5.38

FLEX FLASHING (VP-SAM) SPRAY FOAM INSUL (INSUL 7) SEALANT AND BACKER ROD WRB-1 TYPE 'X' GWB TYPICAL

LEVEL 8 - ENLARGED PLAN AT BALCONY

875 NE 27TH AVE PORTLAND, OR 97232

PREPARED FOR NO.

1 A5.38 SIM.

FACE OF ACCENT PANEL WHERE OCCURS

SLOPE 1/8" / FT. MIN

CRICKET

LIVE/WORK - STOREFRONT GL2 SLAB EDGE

SLOPE 1/8" / FT. MIN

VALLEY

PREFIN ALUM SHEET METAL W/ MATCHING FASTENERS FLEX FLASHING (VP-SAM) EDGE OF MWP TRIM BEYOND V15.2 STOREFRONTV14.2 WINDOW SYSTEM (SF-2) (FP-2)

LOCATION

18.1

DATE

4DOOR AND FRAME PER SCHEDULE A5.22

+4" 1'-0"

3'-3 1/8"

SIM.

3" = 1'-0"

18 A5.38

4 A5.22

18.1

1.9

SPRAY FOAM INSUL (INSUL 7) CONT. FLEX FLASHING (FFPROJECT NO. SAM), WRAP OVER BACK DAM 1823300 18 A4.03

RIDGE +4"

PREFIN ALUM THRU-WALL FLASHING W/ HEMMED DRIP EDGE (FP-1) ANGLE SUPPORT

ROOF-N 235' - 4 1/2"

LEVEL 08N LIVE/WORK - STOREFRONT L2 SLAB 223' - 8" EDGE AT EXHAUST

4 A5.38

9 A5.48

11'-3 1/8"

PREFIN ALUM THRU-WALL FLASHING W/ HEMMED DRIPEDGE (FP-1)

13 A5.38

SLOPE 1/8" / FT. MIN

MTL RIB WIDTH

1 A5.38

ROUGH OPENING

TITLE

INTERIOR

EXTERIOR

LINE OF SOFFIT ABOVE DOOR DIM POINT

ROUGH OPENING FLEX FLASHING (VP-SAM)

WINDOW DIM POINT

G.1

PROJECT MANAGER

WRB-1 ACCENT PANEL (WCM-1)

SPRAY FOAM INSUL (INSUL 7)

PEPSI BLOCKS - PHASE 1A

3" = 1'-0"

V13.2

INTERIOR SIDE - SECTION SEALANT @ AND GRID BACKER ROD NORTH WING, SOUTH G.1

FACE OF INTERIOR FINISH

SEALANT AND BACKER ROD

PERMIT # 20-129170-000-00-CO G

PROJECT

TOWNHOUSE - VINYL L3 SLAB EDGE

RIDGE +4"

WRB-1, LAP OVER FLASHING

G.1

11'-3 1/8"

EXTERIOR

09/11/2020

WRB-1, LAP OVER FLASHING FACE OF INTERIOR FINISH EXHAUST TERMINATION AT SOFFIT VENT (FP-1)

2 3/8"

PROJECT ARCHITECT

DS/MS

V14.1

V15.1

mithun.com

INTERIOR

PROJECT MANAGER

HO/AB PREFIN ALUM THRU-WALL FLASHING

18 A4.03

VINYL WINDOW V14.1 V12.1AND SILL PTHP UNIT (WHERE OCCURS) FLEX FLASHING (VP-SAM) WINDOW DIM POINT 5 6 ROUGH OPENING A9.28 A5.48 SEALANT AND BACKER ROD THERMALLY BROKEN Z-FURRING, VERTICAL RATED WALL ASSEMBLY PER PLAN TYPE 'X' GWB TYPICAL HORIZONTAL FURRING FOR ACCENT PANEL

SEATTLE / Pier 56, 1201 Alaskan Way, #200 Seattle, WA 98101 / 206.623.3344 SAN FRANCISCO / 660 Market Street, #300 San Francisco, CA 94104 / 415.956.0688

SECURITY PROPERTIES MULTIFAMILY DEVELOPMENT COMPANY

7 A5.39

1/2"

MWP-1

FIRE SEALANT WHWERE WALL TERMINATES AT CONCRETE MINERAL FIBER BOARD (INSUL-3)

GMPASET BUILDING GMP SET

CONTINUOUS SEALANT BEAD BEHIND FLANGE TO BACK-SEAL TO WRB-1

875 NE 27TH AVE PORTLAND, OR 97232

PREPARED FOR

-EXTERIOR-

1/2" 1/2" 1/2"

MWP-1

FIRE SEALANT WHERE WALL TERMINATES AT CONCRETE MINERAL FIBER BOARD (INSUL-3)

D. DOOR JAMB AT WALL

LEVEL 3 FLOOR SLAB

4 1/2"

EXTERIOR

FACE OF FCP KNEE WALL BELOW

V12.1

WALL PER PLAN

ANGLE SUPPORT PREFIN ALUM SHEET METAL W/ MATCHING FASTENERS FLEX FLASHING (VP-SAM) MWP TRIM BEYOND STOREFRONT WINDOW SYSTEM (SF-2) (FP-2)

SEALANT AND BACKER ROD

DESIGN PARTNER

STUC-1

SHIM & AIR GAP

GWB TYPICAL 1TYPE 1/2" ='X'1'-0" SEALANT AND BACKER ROD WINDOW DIM POINT

LOCATION

(2) LAYERS 5/8" EXT

STUC-1

PLAN DTL AT L8 BALCONY 1 EXTERIOR

FACE OF PREFIN ALUM SHEET METAL WRAPPED BEAM ABOVE

7.1

STUC-1

GYPSUM SHEATHING MINERAL FIBER BOARD (INSUL-3) NO. DATE REVISION Z-FURRING COLUMN PERWRB-1, STRUCTURAL LAP OVER FLASHING ALIGN FACE OF STUCCO WITH GUARDRAIL, TYP FACE OF INTERIOR FINISH KNEE WALL BELOW

3" = 1'-0"

WALL PER PLAN LEVEL 03W 173' - 7"

LEVEL 3 FLOOR SLAB STUCCO WRAPPED MWP-1 BEAM ABOVE ALIGN WITH WINDOWS FIRE SEALANT WHERE WALL BELOW IN ELEVATION TERMINATES AT CONCRETE WRB-1 -BALCONY-

WRB-1

ROUGH OPENING VARIES SEALANT AND BACKER ROD PREFINISHED ALUM SHEET METAL -EXTERIORTRIM W/ HEMMED EDGE

PEPSI BLOCKS - PHASE 1A

1 1/2" = 1'-0"

ROOF-N TOWNHOUSE - VINYL L2 SLAB EDGE AT EXHAUST 235' - 4 1/2"

7.1

EXTERIOR

STUCCO WRAPPED BEAM ABOVE EXT GYPSUM SHEATHING Z FURRING

mithun.com

PROJECT

WINDOW DIM POINT

1/2"

A. WINDOW JAMB AT WALL NO FIELD CHANGES ALLOWED

STUC-1

SAN FRANCISCO / 660 Market Street, #300 San Francisco, CA 94104 / 415.956.0688

EXTERIOR

LEVEL 03W 173' - 7"

TOWNHOUSE - ENTRY PLAN DETAIL 3" = 1'-0"

NOT FOR CONSTRUCTION

ORIGINAL SHEET SIZE 30" x 42"

Mithun, Inc. Disclaimer

-BALCONY-

WINDOW DIM POINT ROUGH OPENING

-IN-

PLAN DTL AT L8 BALCONY 2

SECURITY PROPERTIES MULTIFAMILY DEVELOPMENT COMPANY 875 NE 27TH AVE PORTLAND, OR 97232

Your use of the attached/enclosed media, shall constitute an acceptance of the above.

3/8" MIN. JOINT SEALANT OVER BACKER ROD

MTL RIB WIDTH

LEVEL 08N 223' - 8"

AMENITY - SECTION AT L8 BALCONY GUARDRAIL 1 1/2" = 1'-0"

STUCCO WRAPPED BEAM ABOVE GUARDRAIL & KNEE WALL BELOW VINYL WINDOW PER SCHEDULE

VINYL WINDOW EXTERIOR PER SCHEDULE COLUMN PER EXHAUST TERMINATION STRUCTURAL AT SOFFIT VENT (FP-1) FURRING AS NEEDED PREFIN ALUM THRU-WALL FLASHING WRB-1 W/ HEMMED DRIP EDGE (FP-1) ANGLE SUPPORT VINYL CORNER TRIM PREFINISHED ALUM SHEET METAL W/ MATCHING FASTENERS FLEX FLASHING (VP-SAM) 1 1/2" = 1'-0" INTERMITTENT SPLIT SHIMS

AND BACKER ROD 1SEALANT 1/2" = 1'-0"

INTERIOR

13'-5 3/8"

FACE OF INTERIOR WALL FINISHTYPE PER PLAN

SEALANT AND BACKER ROD 3/8" MIN. JOINT SEALANT OVER BACKER ROD

PLAN DTL AT L8 BALCONY 5

SEATTLE / Pier 56, 1201 Alaskan Way, #200 Seattle, WA 98101 / 206.623.3344

4 13/16"

BALCONY

SHIM & AIR GAP

GUARDRAIL AND KNEE WALL BELOW

SLOPE 1/8" / FT. MIN

2" PAVERS OVER PEDESTALS R 3

2 11/16"

1.9

COLUMN PER STRUCTURAL MULTIFAMILY FLEXIBLE FLASHING (VP-SAM), DEVELOPMENT WRAP POST

COMPANY WALL PER PLAN STUCCO WRAPPED BEAM ABOVE PREFINISHED ALUM SHEET METAL TRIM W/ HEMMED EDGE (FP-8)

DIM POINT ROUGH OPENING

-BALCONY-

ORIGINAL SHEET SIZE 30" x 42"

WRB-1, LAP OVER FLASHING

ALUMINUM FLASHING, PRE-FINISHED TO MATCH FIBER CEMENT PANEL (FP-1)

1/2"

4" MAX

8" MIN

EXT GYPSUM SHEATING

REFER TO STRUCTURAL DRAWINGS FOR BEAM SIZE AND FRAMING CONDITIONS

MINERAL FIBER BOARD (INSUL-3)

NOTCH FIBER CEMENT PANEL AROUND KNIFE PLATE AND PROVIDE SEALANT

MTL RIB WIDTH

B. WINDOW JAMB AT COLUMN

0' -

FLEX FLASHING (HTSAM), LAP OVER WRB PT BLOCKING

CONTINUOUS SEALANT BEAD BEHIND FLANGE TO BACK-SEAL TO WRB-1

14 A5.30 SIM.

SLOPE 1/2"/FT

SILL IN ELEVATION

LEVEL 3 FLOOR SLAB

MWP-1 FIRE SEALANT WHERE WALL TERMINATES AT CONCRETE

1/4"

9/11/2020 6:35:55 AM

ALIGN W/ WINDOW

FIBER CEMENT PANEL (FCP-1) (P-51)

1 1/2" = 1'-0"

WINDOW

EXTERIOR

BELOW IN ELEVATION

STUCCO WRAPPED COLUMN BEYOND

PREFINISHED ALUM SHEET METAL TRIM W/ HEMMED EDGE (FP-1) W/ MATCHING FASTENERS

WRB-1 KNIFE PLATE WITH BOLTED CONNECTION TO BEAM

-BALCONY-

3/8"MWP-1 MIN. JOINT SEALANT OVER BACKER ROD (INSUL-3) MINERAL FIBER BOARD FURRING WRB-1 AS NEEDED VINYL CORNER TRIM VINYL WINDOWS PER SCHEDULE PARAPET ABOVE TYPE 'X' GWB TYPICAL

PORTLAND, OR 97232

VINYL WINDOW PER SCHEDULE PREFINISHED ALUM SHEET PREPARED FOR METAL SILL W/ HEMMED EDGE (FP-1) W/ MATCHING FASTENER SECURITY PROPERTIES

ALIGN WITH WINDOWS

1'-4 1/2"

LEVEL 03W 173' - 7"

BELOW IN ELEVATION

Mithun, Inc. Disclaimer

1 1/2" = 1'-0"

-EXTERIOR-

AMENITY - SECTION AT BALCONY BEAM

1.9

WRB-1

GYP CORNER BEAD, TYP RATED WALL ASSEMBLY PER PLAN

WALL PER PLAN

BLOCKING AS NEEDED CONDUIT LIGHT FIXTURE PER RCP EQ

ALIGN WITH WINDOWS

Mithun, Inc. Disclaimer

-IN-

1.9

Z-FURRING

WRB-1 STUC-1 ALIGN WITH WINDOW HEAD

PREFIN ALUM THRU-WALL FLASHING W/ HEMMED EDGE (FP-6)

AMENITY - SECTION AT EXTERIOR ROOF

WINDOW DIM POINT

09/11/2020

STUC-1

STUCCO WRAPPED COLUMN BEYOND

ROUGH OPENING

GMPASET BUILDING GMP SET

Your use of the attached/enclosed media, shall constitute an acceptance of the above.

SECURITY PROPERTIES MULTIFAMILY DEVELOPMENT COMPANY 875 NE 27TH AVE PORTLAND, OR 97232 GLULAM PER STRUCTURAL WRB-1 VINYL 'J' TRIM TO MATCH STUCCO (FP-6) ALIGN WITH WINDOW HEAD IN ELEVATION

WINDOW DIM POINT

LOCATION ROUGH OPENING (1) LAYER OF GWB WITH 3/8" MIN. 875 NE 27TH AVE JOINT SEALANT OVER BACKER ROD

COLUMN PER STRUCTURAL (2) LAYERS 5/8" TYPE 'X' GWB

MTL RIB WIDTH

ROOF-N 235' - 4 1/2"

(2) LAYERS EXT. 5/8" TYPE X GYPSUM SHEATING

GLULAM PER STRUCTURAL

ROOF-N 235' - 4 1/2"

ORIGINAL SHEET SIZE 30" x 42"

Z-FURRING (2) LAYERS EXT 5/8" TYPE X GYPSUM SHEATING

2-HOUR PROTECTION PER OSSC 722 -IN-

12'-9 3/8"

STUC-1

VINYL WINDOW PER SCHEDULE PREFINISHED ALUM SHEET METAL SILL W/ HEMMED EDGE (FP-1) W/ MATCHING FASTENER

SIM.

PROJECT

PEPSI BLOCKS - PHASE VINYL WINDOW PER SCHEDULE 1A (2) LAYERS 5/8" TYPE 'X' GWB

SLOPE 1/8" / FT. MIN

20 A5.48

ROUGH OPENING

-BALCONY-

STUCCO WRAPPED BEAM BEYOND

18.1

1'-1 1/4"

WINDOW DIM POINT

9/11/2020 6:42:00 AM

9/13/2020 6:21:27 PM

SEATTLE / Pier 56, 1201 Alaskan Way, #200 Seattle, WA 98101 / 206.623.3344 SAN FRANCISCO / 660 Market Street, #300 San Francisco, CA 94104 / 415.956.0688

9 A5.48

_____________________

WINDOW DIM POINT

SLOPE 1/2"/FT

ROUGH OPENING

PEPSI BLOCKS - PHASE 1A G.1

-EXTERIOR-

A5.12 SHEET NUMBER

GMP SET

11'-3 1/8"

TAPERED INSULATION VINYL WINDOW AND BELOW PAVERS, MIN DOOR SYSTEM 1/8" ALUMINUM 2"4 AT DRAINS PLATE (FP-3) A5.22

TIE ROD CONNECTION TO CANOPY

SLOPE

-IN-

TIE ROD CONNECTION TO CANOPY

SLOPE

EXT LIGHTING FIXTURE, TYP

1/8" ALUMINUM PLATE (FP-3)

SLOPE 1/8" / FT. MIN 6'-11 5/16"

4 A5.22

2 A3.08

VINYL WINDOW AND DOOR SYSTEM

RUN CONDUIT BEHIND SHEET MTL TRIM TO FRAMED WALL

19 A5.40 SIM.

-IN-

ANGLE FASTENER TUBE STEEL FRAME 1/8" ALUMINUM PLATE (FP-3)

9 A5.46 A5.38

6'-2" -BALCONY-

11'-6 3/4"

1 A5.39

TAPERED INSULATION RIDGE (+4" MAX) TYPICAL AT PERIMETER

4 1/2" 4 1/2"

2 3/8"

KB 5 A5.38

10 A5.48

4 A5.22

1'-0"

4 A5.22

8'-0"

5 A5.38

10 A5.48

VALLEY SLOPE 1/8" / FT. MIN 9 A5.38 A5.46

PROJECT N

GUARDRAIL DMR-1

18233 DATE

09/11 +4"

TAPERED INSULATION RIDGE (+4" MAX) TYPICAL AT PERIMETER

13'-5 3/8"

13'-11 3/4"

CONDUIT ROUTE, RUN BEHIND SHEET MTL TO FRAMED WALL VALLEY SHIM & AIR GAP BACKER ROD & SEALANT

9 A5.38 A5.46

TITLE

ENL SEC BAL

+4"

12'-9 3/8"

SLOPE 1/8" / FT. MIN

1'-0"

+4"

TITLE

10 ENLARGED PLAN A A5.38 A5.46 SECTIONS AT L8 BALCONY PROJECT NO.

GUARDRAIL DMR-1

ORIGINAL SHEET SIZE 30" x 42"

VALLEY

13'-5 3/8"

6 3/4"

RK,A5.48 FL, MC, BD

NOT FOR CONSTRUCTION 09/11/2020 1823300

SHEET NUM

GMP

DATE

FLEXIBLE FLASHING (SAM)

+4"

ROUGH OPENING BEAM PER STRUCTURAL

TAPERED INSULATION RIDGE 5KNIFE(+4"PLATE WITH BOLTED CONNECTION TO BEAM MAX) TYPICAL AT PERIMETER

13'-11 3/4"

A5.38 NOTCH SHEET METAL AROUND

KNIFE PLATE AND PROVIDE SEALANT TO MATCH COLOR WINDOW DIM POINT

10 A5.46 A5.38

(1) LAYER EXT. GYP. SHEATHING BACKER ROD & SEALANT PLYWOOD SHEATHING VINYL WINDOW & DOOR SYSTEM PREFINISHED ALUM SHEET METAL TRIM W/ HEMMED EDGE (FP-8)

NOT FOR CONSTRUCTION

A5.38 SHEET NUMBER

SEATTLE / Pier 56, 1201 Alaskan Way, #200 Seattle, WA 98101 / 206.623.3344

4 NEW S

GMP SET

SAN FRANCISCO / 660 Market Street, #300 San Francisco, CA 94104 / 415.956.0688

mithun.com

CANOPY - DETAIL AT SUPPORT BEAM 3" = 1'-0"

PROJECT

4 A5.22

PEPSI BLOCKS - PHASE 1A

+4"

LOCATION CONDUIT ROUTING, TYP EXT LIGHT FIXTURE, TYP

875 NE 27TH AVE PORTLAND, OR 97232

TITLE

ENLARGED PLAN AND SECTIONS AT L8 BALCONY

PREPARED FOR

SECURITY PROPERTIES MULTIFAMILY DEVELOPMENT COMPANY

PROJECT NO.

GUARDRAIL DMR-1

PROJECT DESIGNER

RK, FL, MC, BD

8'-0"

12'-9 3/8"

8'-0"

PROJECT TEAM MEMBERS

CHECK

SLOPE 1/8" / FT. MIN

O.H.

RIDGE +4"

4 A5.48

WINDOW DIM POINT

3 CL

DS/MS

SLOPE 1/8" / FT. MIN

RIDGE +4"

A3.08

1823300

TIE ROD CONNECTION TO CANOPY

DATE

09/11/2020

13'-11 3/4"

10 A5.46 A5.38

-BALCONY-

NOT FOR CONSTRUCTION

1 A5.39

2 3/8"

SLOPE 1/8" / FT. MIN

11'-3 1/8"

SLOPE 1/8" / FT. MIN

8'-0"

PROJECT ARCHITECT

PROJECT TEAM MEMBERS

VALLEY

MIN 6'-11 5/16"

PROJECT DESIGNER

SLOPE 1/8" / FT. MIN GUARDRAIL DMR-1 SLOPE 1/8" / FT. MIN 6'-11 5/16"

10 A5.48

HO/AB

6 3/4"

HO/AB DS/MS

+4"

SLOPE 4 A5.22

4 A5.48

O.H.

2 AO A5.48

2 A3.08

CANOPY - L8 BALCONY PLAN 2 1" = 1'-0"

6 A5.38 SIM.

8'-0"

PROJECT SLOPEARCHITECT 1/8" / FT.

VALLEY EQ

A5.48

1'-0"

CONDUIT ROUTING, TYP

VALLEY

SIM.

SLOPE 1/8" / FT. MIN

1'-0"

2 3/8"

ROUGH OPENING

WINDOW DIM POINT

ROUGH OPENING

4 1/2"

RIDGE +4"

VALLEY

1'-0"

GUARDRAIL DMR-1

19 4 A5.40 A5.22

CHECK

19 A5.40

6 3/4"

CONDUIT ROUTING

RK, F

ROUGH OPENING

VALLEY

1" = 1'-0"

GUARDRAIL DMR-1

9 A5.38

PROJECT DE

V13.2

2 A5.48

A5.381/8" / FT. MIN SLOPE

1/4" = 1'-0"

1'-0"

VALLEY

ROOF-N 235' - 4 1/2"

8'-0" 4 A5.48

11'-6 4 3/4" A5.48 6'-2"

SLOPEAT 1/8" FT. MIN 2 CANOPY - SECTION L8/BALCONY

2 A5.39

2 A5.48

O.H.AT BALCONY LEVEL 8 - ENLARGED PLAN

19 SIM. A5.40

1'-0" CL

TIE ROD CONNECTION TO STRUCTURAL BEAM

DS/MS

PROJECT TE

ORIGINAL SHEET SIZE 30" x 42"

5'-11 1/8"

FOR ISLAND

1" = 1'-0"

V13.2

13'-5 3/8"

1/8" / FT. MIN CANOPY AT L8 BALCONY CURB- SECTIONSLOPE

GUARDRAIL DMR-1

SLOPE

1/8" ALUMINUM PLATE (FP-3)

19 A4.03

8 A5.38

19 A5.40

3'-0" SLOPE 1/8" / 3"FT. MIN

+4"

WINDOW DIM POINT

ROUGH OPENING VINYL WINDOW & DOOR SYSTEM PREFINISHED ALUM SHEET METAL TRIM W/ HEMMED EDGE (FP-8)

1 A5.39

+4"

SLOPE

ROUGH OPENING

SLOPE

19 A4.03

PROJECT AR

ORIGINAL SHEET SIZE 30" x 42"

3'-1 5/8"

WINDOW DIM POINT

19 VALLEY A5.40

A5.38 SHEET NUMBER

GMP SET

NO.

DATE

09.04.2020

REVISION

BLDG A DES REV 1

4 NEW SHEET

DESIGN PARTNER

BG PROJECT MANAGER

HO/AB PROJECT ARCHITECT

DS/MS PROJECT DESIGNER

3'-0"

PROJECT TEAM MEMBERS

1'-0"

ANGLE FASTENER TIE ROD CONNECTION TO CANOPY TUBE STEEL FRAME

RK, FL, MC, BD CHECK

CANOPY - L8 BALCONY PLAN 1" = 1'-0"

TITLE

CANOPY AT L8 BALCONY

PROJECT NO.

1823300 DATE

09/11/2020

CANOPY - LEVEL 8 BALCONY AXON

NOT FOR CONSTRUCTION

ORIGINAL SHEET SIZE 30" x 42"

Your use of the attached/enclosed media, shall constitute an acceptance of the above.

Mithun, Inc. Disclaimer

PEPSI BLOCKS Exterior details CD

1'-0"

LEVEL 8 - ENLARGED PLAN AT BALCONY 1/4" = 1'-0"

FLEXIBLE FLASHING (SAM)

3'-5"

19 A4.03

4 1/2"

8'-9 3/4"

8 A5.38

7 A5.39

& AIR GAP 5 SHIM KNIFE PLATE WITH BOLTED CONNECTION TO BEAM A5.48 BEAM PER STRUCTURAL

WING, SOUTH SIDE - SECTION @ GRID 15

GUARDRAIL DMR-1 +4"

-IN-

3 A5.39

3'-0"

1/4" = 1'-0" CRICKET

VINYL DOOR AND WINDOW SYSTEM

G 18 A4.03 G.1

8 A5.38

LEVEL 8 - ENLARGED PLAN ATVALLEY BALCONY

TIE ROD CONNECTION TO A5.38 BEAM STRUCTURAL

234' - 3 7/8"

-BALCONY-

7 A5.39

SIM.

TIE ROD CANOPY SUPPORT

RIDGE +4"

SLOPE 1/8" / FT. MIN

CRICKET

V14.2

2 A5.39

SLOPE 1/8" / FT. MIN

13 A5.38

11'-3 1/8"

+4"

1/4" = 1'-0"

V15.2

BEAM PER STRUCTURAL DRAWINGS KNIFE PLATE WITH BOLTED CONNECTION TO BEAM

1/4" = 1'-0"

BLDG

HO/AB

REVISION

VALLEY

CRICKET 9 DMR-1 SLOPE 1/8" / FT. MIN SLOPE 1/8" / FT. MIN GUARDRAIL CURB A5.38 FOR ISLAND 5'-11 1/8" +4" TAPERED INSULATION BELOW PAVERS, MIN 2" AT DRAINS

6 A5.38 SIM.

PROJECT MANAGER

+4"

VALLEY

SLOPE 1/8" / FT. MIN

VALLEY

4 A5.22 NORTH

+4" 1'-0"

3'-3 1/8"

V14.2

18 A5.38

4 A5.22

9/11/2020 6:42:29 AM

6 A5.38

1/4" = 1'-0"

4 A5.38

G.1+4"

NORTH WING, SOUTH SIDE - SECTION @NORTH GRIDWING, G.1SOUTH SIDE - SECTION @ GRID 15 LEVEL 08N 223' - 8"

G.1

4 A5.22

PROJECT MA

09.04.2020

PROJECT MANAGER

+4"

SLOPE 1/8" / FT. MIN CURB FOR ISLAND 5'-11 1/8" 18 A4.03 TAPERED10 INSULATION BELOW PAVERS, MIN A5.48 2" AT DRAINS 5 A5.48

DATE

BLDG A DES REV 1

DESIGN PARTNER 4

V13.2

VALLEY

SLOPE 1/8" / FT. MIN

+4" 1'-0"

13 A5.38 SLOPE 1/8" / FT. MIN

VALLEY

18 A5.38

+4"

4 A5.22

3'-3 1/8"

LEVEL 08N 223' - 8"

11 A5.39

SIM.

4 A5.38

9 A5.48 V14.2

V15.2

SLOPE 1/8" / FT. MIN

VALLEY

SIM.

ROOF-N 235' - 4 1/2"

V14.2

1/4" = 1'-0"

11'-3 1/8"

LEVEL 08N 223' - 8"

5 A5.48

13 A5.38 6 A5.38

3'-3 1/8" V13.2 V14.1 SIDE - SECTION NORTH WING, SOUTH @ GRID G.1

1 A5.38

WINDOW DIM POINT

11 A5.39

6G.1 A9.28

V15.1 13

V14.1

V12.1

ROOF-N 235' - 4 1/2"

DATE

09.04.2020

10 A5.48

4 A5.22

DESIGN PARTNER

5 A5.48

+4" 1'-0"

11'-3 1/8"

V13.1

4 A5.22

RIDGE +4"

V12.1

4 A5.38

9 A5.48

11'-3 1/8"

1 A5.38

18 A4.03 18 A5.38

NO.

DESIGN PAR NO.

1 V13.2 A5.38 SIM.

10 A5.48 NO.

5 A5.48

6 A9.28

SLOPE 1/8" / FT. MIN

13 A5.38

1/4" = 1'-0"

18.1

V13.2

NORTH WING, SOUTH SIDE - SECTION @ GRID G.1

LEVEL 08N 223' - 8"

7 A5.39

18 V14.12 A5.38

V14.1

V15.1

1 A5.38 SIM.

18.1

1 A5.38 SIM.

V14.1

V12.1

18.1

G.1

1 1/2" = 1'-0"

18.1

7 A5.39

2 A5.38

SECURITY PROPER MULTIFAMILY G.1 DEVELOPMENT COMPANY 18.1

18 2 A5.38

V15.1

5 A5.48

6 A9.28

V13.1

18.1 18 A4.03

V14.1

PREPARED FOR

1 1/2" = 1'-0"

10G.1PLAN DTL AT L8 BALCONY 3

7 A5.39

V12.1

RIDGE +4"

3" 1/2"

8" MIN

ROUGH OPENING

2 A5.38 A5.46

13 G.1

V13.1

875 NE-EXTERIOR27TH AVE PORTLAND, OR 972

STUC-1

PREP

PEPSI BLOCKS -SEC PH G 1A MUL DEV COM LOCATION

PLAN DTL AT L8 BALCONY 3 -EXTERIOR-

-EXTERIOR-

12'-9 3/8"

8" MIN

1/2"

4" MAX

2 A5.38 A5.46

18 1 1/2" = 1'-0" V12.1 A5.38

LEVEL 08N 223' - 8"

18 A4.03

16 PLAN DTL AT L8 BALCONY 3

19 A4.03

ROOF-N 235' - 4 1/2"

STUC-1

PLAN DTL AT L8 BALCONY 1

SLOPE 1/8" / FT. MIN

3" 3" 3"

4" MAX

8 A5.48

19 A4.03

10 15

1 1/2" = 1'-0"

-EXTERIOR-2"

2 VARIES A5.38 A5.46

1 1/2" = 1'-0"

PROJECT

WRB-1 SECURITY PROPERTIES (2) LAYERS 5/8" EXT MULTIFAMILY GYPSUM SHEATHING STUC-1 Z-FURRING DEVELOPMENT COLUMN PER STRUCTURAL ALIGN FACE OF STUCCO COMPANY WITH GUARDRAIL, TYP -EXTERIOR-

-EXTERIOR-

875 POR

WRB-1

KNEE WALL BELOW

LOCA

BALCONY

BELOW IN ELEVATION

-BALCONY-

STUC-1

PEP 1A

STUC-1

PORTLAND, OR 97232

PROJ

mithun.com

PLAN DTL BALCONY 875AT NEL827TH AVE 2

1 1/2" = 1'-0"

18 A5.38

A4.03

SAN FRANCISCO / 660 Market Street, #300 San Francisco, CA 94104 / 415.956.0688

EXTERIOR

(2) LAYERS 5/8" EXT GYPSUM SHEATHING Z-FURRING COLUMN PER STRUCTURAL ALIGN FACE OF STUCCO STUCCO WRAPPED WITH GUARDRAIL, TYP BEAM ABOVE KNEE WALL BELOW STUC-1 ALIGN WITH WINDOWS 2" PREPARED FOR BELOW IN ELEVATION

Z FURRING -EXTERIORWRB-1

STUC-1 19

8 A5.48

235' - 4 1/2"

1 1/2" = 1'-0"

ROOF-N 235' - 4 1/2"

Your use of the attached/enclosed media, shall constitute an acceptance of the above.

Mithun, Inc. Disclaimer

Your use of the attached/enclosed media, shall constitute an acceptance of the above.

STUC-1

PLAN DTL AT L8 BALCONY 1

18 A5.38

STUCCO WRAPPED BEAM ABOVE EXT GYPSUM VARIES SHEATHING

PLAN DTL AT L8 BALCONY 1

-EXTERIOR-

PLAN DTL AT L8 BALCONY 4ROOF-N

-EXTERIOR-

SEATTLE / Pier 56, 1201 Alaskan Way, #200 Seattle, WA 98101 / 206.623.3344

4 13/16"

-BALCONY-

SHIM & AIR GAP

WRB-1

15 STUC-1

V12.1

9 A5.48

services.

Z FURRING

KNEE WALL BELOW

1 1/2" = 1'-0"

BELOW IN ELEVATION

-INPLAN DTL AT L8 BALCONY 4

-BALCONY-

BELOW IN ELEVATION

VARIES

-EXTERIOR-

NING

FURRING AS NEEDED

AMENITY - SECTION AT L8 BALCONY GUARDRAIL

DIM POINT

ROUGH OPE

WRB-1 VINYL CORNER TRIM

1 1/2" = 1'-0"

WINDOW

(2) LAYERS 5/8" EXT 2" GYPSUM SHEATHING Z-FURRING COLUMN PER STRUCTURAL -BALCONYALIGNSTUC-1 FACE OF STUCCO COLUMN AND POSTS WITH GUARDRAIL, TYP PER STRUCTURAL ALIGN FACE OF STUCCO KNEE WALL BELOW WITH GUARDRAIL, TYP

2 11/16" BALCONY

GUARDRAIL AND KNEE WALL BELOW LOCATION STUCCO WRAPPED BEAM ABOVE EXT GYPSUM 1 1/2" = 1'-0" SHEATHING

ALIGN WITH WINDOWS

VINYL WINDOW PER SCHEDULE COLUMN PER STRUCTURAL

15 AMENITY - SECTION AT L8 BALCONY GUARDRAIL

@ GRID 15

3/8" MIN. JOINT SEALANT OVER BACKER ROD

STUC-1

-BALCONY-

WRB-1 WRB-1 VINYL CORNER TRIM

STUC-1

mithun.c

EXTERIOR

PLAN DTL AT L8 BALCONY 2

PREFINISHED ALUM SHEET METAL TRIM W/ HEMMED EDGE (FP-8)

NING

PER STRUCTURAL WRB-1 ALIGN FACE OF STUCCO WITH GUARDRAIL, TYP KNEE WALL BELOW

-BALCONYBELOW IN ELEVATION

LEVEL 08N 223' - 8"

8 A5.48

Z FURRING

ROUGH OPE

SAN FRA San Fran

PEPSI BLOCKS - PHASE FLEXIBLE FLASHING (VP-SAM), STUCCO WRAPPED WRAP POST BEAM ABOVE 1A STUCCO WRAPPED BEAM ABOVE ALIGN WITH WINDOWS

DIM POINT

-BALCONY-

PLAN AT L8COLUMN BALCONY AND POSTS 5 BELOW DTL IN ELEVATION

1 1/2" = 1'-0" -BALCONY-

FURRING AS NEEDED

WALL TYPE PER PLAN

WINDOW DIM POINT ROUGH OPE NING

WINDOW

FURRING AS NEEDED VINYL CORNER TRIM STUCCO WRAPPED VINYL WINDOWS PER BEAM ABOVE SCHEDULE PARAPET ABOVE ALIGN WITH WINDOWS

ALIGN WITH WINDOWS

WALL TYPE PER PLAN

3/8" MIN. JOINT SEALANT OVER BACKER ROD

-INSTUCCO WRAPPED 3/8" MIN. JOINT SEALANT OVER BACKER ROD STUCCO WRAPPED BEAM ABOVE BEAM ABOVE GUARDRAIL & KNEE WALL BELOW VINYL WINDOW GYPSUM VINYL WINDOW PER SCHEDULE PER EXT SCHEDULE COLUMN PER3/8" MIN. JOINT SEALANT SHEATHING STRUCTURAL OVER BACKER ROD

-BALCONY-

COLUMN AND POSTS PER STRUCTURAL ALIGN FACE OF STUCCO WITH GUARDRAIL, TYP KNEE WALL BELOW

SEATTL Seattle,

4 13/16"

METAL SILL W/ HEMMED EDGE PROJECT (FP-1) W/ MATCHING FASTENER 1 1/2" = 1'-0" COLUMN PER STRUCTURAL

ALIGN WITH WINDOWS

1 1/2" = 1'-0"

NOTCH FIBER CEMENT PANEL AROUND KNIFE PLATE AND PROVIDE SEALANT

WINDOW DIM POINT

R 3

ROUGH OPENING

AMENITY - SECTION AT BALCONY BEAM SIM.

-IN-

2 11/16"

ROUGH OPENING

PREFINISHED ALUM SHEET METAL SILL W/ HEMMED EDGE (FP-1) W/ MATCHING FASTENER VINYL WINDOW PER SCHEDULE COLUMN PER STRUCTURAL (2) LAYERS 5/8" TYPE 'X' GWB FLEXIBLE 2-HOUR PROTECTION PER OSSC 722 FLASHING (VP-SAM), WRAP POST WINDOW DIM POINT WINDOW DIM POINT STUCCO WRAPPED BEAM ABOVE ROUGH OPE PREFINISHED ALUM SHEET METAL BALCONY ROUGH OPENING NING (1) LAYER OF GWB WITH 3/8" MIN. TRIM W/ HEMMED EDGE (FP-8) JOINT SEALANT OVER BACKER ROD SHIM & AIR GAP -BALCONYVINYL WINDOW PER SCHEDULE GUARDRAIL AND KNEE WALL BELOW PREFINISHED ALUM SHEET

PLAN DTL AT4L8 BALCONY 2 JOINT SEALANT 1 1/2" = 1'-0"3/8" MIN. OVER BACKER ROD

(1) LAYER OF GWB WITH 3/8" MIN. mithun.com JOINT SEALANT OVER BACKER ROD INTERIOR VINYL WINDOW PER SCHEDULE

EXTERIOR

GYP CORNER BEAD, TYP 1 1/2" = 1'-0"

STUCCO WRAPPED BEAM ABOVE GUARDRAIL & KNEE WALL BELOW VINYL WINDOW PER SCHEDULE

BELOW IN ELEVATION

4 13/16"

PLAN DTL AT L8 BALCONY 5

1 1/2" = 1'-0"

ALIGN WITH WINDOWS

BEAM

PLAN DTL AT L8 BALCONY 5

1 1/2" = 1'-0"

BLOCKING AS NEEDED CONDUIT 14 PER RCP LIGHT FIXTURE EQ A5.30

-BALCONY-

BELOW IN ELEVATION

POINT

ENING

VINYL WINDOW PER SCHEDULE SEATTLE / Pier 56, 1201 Alaskan Way, #200 Seattle, WA 98101 / 206.623.3344 (2) LAYERS 5/8" TYPE 'X' GWB 18PROTECTION PER OSSC 722 18.1 2-HOUR SAN FRANCISCO / 660 Market Street, #300 WINDOW DIM POINT San Francisco, CA 94104 / 415.956.0688

-IN-

ALIGN WITH WINDOWS

1/4"

1'-4 1/2"

WRB-1 STUC-1 -BALCONYALIGN WITH WINDOW HEAD

ROUGH OP

PREFINISHED ALUM SHEET METAL SILL W/ABOVE HEMMED EDGE (FP-1)JOINT W/ SEALANT 3/8" MIN. STUCCO WRAPPED BEAM MATCHING FASTENER OVER BACKER ROD PREFINISHED ALUM SHEET METAL FURRING AS NEEDED TRIM W/ HEMMED EDGE (FP-8) VINYL CORNER TRIM COLUMN PER STRUCTURAL VINYL WINDOWS PER SHIM & AIR GAP SCHEDULE (2) LAYERS 5/8" TYPE 'X' GWB PARAPET ABOVE -INGUARDRAIL AND KNEE WALL BELOW WRB-1

INTERIOR

2 11/16"

SLOPE

1/4"

Z-FURRING

WINDOW DIM

SLOPE 1/8" / FT. MIN

AMENITY

WRB-1 STUC-1 ALIGN WITH WINDOW HEAD

1" STUCCO WRAPPED COLUMN BEYOND

1 1/2" = 1'-0"

COLUMN PER STRUCTURAL WRB-1 FLEXIBLE FLASHINGVINYL (VP-SAM), WINDOW PER SCHEDULE WRAP POST GYP CORNER BEAD, TYP

18.1

WINDOW DIM POINT

3/8" MIN. JOINT SEALANT OVER BACKER ROD SIM. FURRING AS NEEDED GLULAM PER BLOCKING AS NEEDED STRUCTURAL VINYL CORNER TRIM ROOF-N ROOF-N CONDUIT 235' - 4ALUM 1/2" THRU-WALL 235' - 4 1/2" PREFIN (2) LAYERS EXT. 5/8"LIGHT FIXTURE PER RCP VINYL WINDOWS PER FLASHING W/ HEMMED EDGE (FP-6) TYPE X GYPSUM EQ SCHEDULEEQ SHEATING PARAPET - SECTION AT EXTERIOR ROOF AMENITY - SECTION ATABOVE BALCONY 20 A5.48

PLAN DTL AT L8 BALCONY 4 1 1/2" = 1'-0"

GYP CORNER BEAD, TYP

WINDOW DIM POINT

ROOF-N 235' - 4 1/2"

Z-FURRING

AMENITY - SECTION AT EXTERIOR ROOF

REFER TO STRUCTURAL DRAWINGS FOR BEAM SIZE AND FRAMING CONDITIONS

WRB-1 TRIM

-INWRB-1

PREFINISHED ALUM SHEET METAL SILL W/ HEMMED EDGE (FP-1) W/ MATCHING FASTENER

ROUGH OPENING

-BALCONY-

EXT GYPSUM SHEATING

EDED

WINDOW DIM POINT

9/11/2020 6:42:00 AM

1" 1"

GLULAM PER STRUCTURAL

(2) LAYERS EXT. 5/8" TYPE X GYPSUM SHEATING

ROUGH OPENING

(2) LAYERS 5/8" TYPE 'X' GWB

ROOF-N 235' - 4 1/2"

ROUGH OPENING

VINYL WINDOW PER SCHEDULE

VINYL WINDOW PER SCHEDULE PREFINISHED ALUM SHEET METAL SILL W/ HEMMED EDGECOLUMN PER STRUCTURAL (FP-1) W/ MATCHING FASTENER (2) LAYERS 5/8" TYPE 'X' GWB

1'-1 1/4"

SIM.

BELOW IN ELEVATION

2 A5.38

STUC-1

COLUMN PER STRUCTURAL EQ

WRB-1 ALUMINUM FLASHING, OVER BACKER ROD 14 KNIFE PLATE WITH BOLTED PREFINISHED ALUM SHEET PRE-FINISHED TO MATCH A5.30 METAL TRIM W/ HEMMED CONNECTION TO BEAM FIBER CEMENT PANEL (FP-1) -BALCONYEDGE (FP-1) W/ MATCHING FIBER CEMENT PANEL SIM. 2" PAVERS OVER FASTENERS (FCP-1) WI (P-51) ø ND PEDESTALS 3" OW DIM ' POINT 0 SHEATING ALIGN W/ WINDOW EXT GYPSUM R SLOPE 1/2"/FT ROUGH OP 3 LEVEL 08N SILL IN ELEVATION ENING NOTCH FIBER CEMENT PANEL 223' - 8" FLEX FLASHING (HT-REFER TO-INAROUND KNIFE PLATE AND STRUCTURAL SAM), LAP OVER WRB PROVIDE SEALANT DRAWINGS FOR BEAM SIZE PT BLOCKING AND FRAMING CONDITIONS WRB-1 ALUMINUM FLASHING, KNIFE PLATE WITH BOLTED PRE-FINISHED TO MATCH CONNECTION TO BEAM FIBER CEMENT PANEL (FP-1) FIBER CEMENT PANEL 2" PAVERS OVER (FCP-1) (P-51) PEDESTALS

DOW DULE PER URAL

WINDOW DIM POINT (1) LAYER OF GWB WITH 3/8" MIN. JOINT SEALANT OVER BACKER ROD

ALIGN WITH WINDOWS

9/11/2020 6:42:00 AM

20 A5.48

WINDOW DIM POINT

STUCCO WRAPPED BEAM BEYOND

PREFIN ALUM THRU-WALL STUCCO WRAPPED PREFINISHED ALUM SHEET FLASHING W/ HEMMED EDGE (FP-6) COLUMN BEYOND METAL TRIM W/ HEMMED EDGE (FP-1) W/ MATCHING FASTENERS ø 1 1/2" = 1'-0" STUCCO WRAPPED BEAM ABOVE 0' - 3" ALIGN W/ WINDOW SLOPE 1/2"/FT GUARDRAIL & KNEE WALL BELOW SILL IN ELEVATION 1'-4 1/2" -EXTERIOR-BALCONYVINYL WINDOW PER SCHEDULE FLEX FLASHING (HTSAM), LAP OVER WRB STUCCO WRAPPED BLOCKING 3/8" PT MIN. JOINT SEALANT COLUMN BEYOND

LANT ROD

-IN-

9 A5.48

_____________________

GLULAM PER STRUCTURAL 1 1/2" = 1'-0" WRB-1 VINYL 'J' TRIM TO MATCH STUCCO (FP-6) -EXTERIORALIGN WITH WINDOW HEAD IN ELEVATION STUCCO WRAPPED COLUMN BEYOND STUC-1

PLAN

VINYL WINDOW PER SCHEDULE (2) LAYERS 5/8" TYPE 'X' GWB 2-HOUR PROTECTION PER OSSC 722

PREFINISHED ALUM SHEET METAL SILL W/ HEMMED EDGE (FP-1) W/ MATCHING FASTENER

-BALCONY-

Z-FURRING (2) LAYERS EXT 5/8" TYPE X GYPSUM SHEATING

ROUGH OPENING

G.1

TYPE X GYPSUM SHEATING

ROUGH OPENING

1'-1 1/4" VINYL WINDOW PER SCHEDULE

INTERIOR

WINDOW DIM POINT

-EXTERIOR-

GLULAM PER STRUCTURAL WRB-1 VINYL 'J' TRIM TO STUCCO WRAPPED BEAM BEYOND MATCH STUCCO (FP-6) ALIGN WITH WINDOW STUC-1 HEAD IN ELEVATION Z-FURRING STUC-1 (2) LAYERS EXT 5/8"

G 2 A5.38

SLOPE 1/2"/FT

9 A5.48

_____________________

ROUGH OPENING

-EXTERIOR-

G.1

SLOPE 1/2"/FT

A5.39 SHEET NUMBER

GMP SET

4 NEW SHEET

1.9

18.1

RATED WALL ASSEMBLY PER PLAN MWP-1 WALL PER PLAN

9 A5.48

18 A4.03

_____________________

TYPE 'X' GWB TYPICAL EXTERIOR

LEVEL 03W 173' - 7"

INTERIOR

SEALANT AND BACKER ROD LEVEL 3 FLOOR SLAB

ROUGH OPENING

FIRE SEALANT WHERE WALL TERMINATES AT CONCRETE

mithun.com

EXTERIOR

ROUGH OPENING SEALANT AND BACKER ROD PREFINISHED ALUM SHEET METAL TRIM W/ HEMMED EDGE SHIM & AIR GAP TYPE 'X' GWB TYPICAL SEALANT AND BACKER ROD WINDOW DIM POINT

PREFIN ALUM THRU-WALL FLASHING W/ HEMMED DRIP EDGE (FP-1) ANGLE SUPPORT PREFINISHED ALUM SHEET METAL W/ MATCHING FASTENERS FLEX FLASHING (VP-SAM) INTERMITTENT SPLIT SHIMS AS REQ'D PER WINDOW MRF EDGE OF MWP TRIM BEYOND FACE OF WCM (WHERE OCCURS) FACE OF PREFIN ALUM SHEET METAL WRAPPED VERTICAL SUPPORT VINYL WINDOW

INTERIOR

EXTERIOR

C. WINDOW AND DOOR JAMBS AT ACCENT PANEL

mithun.com INTERIOR

PROJECT

PEPSI BLOCKS - PHASE 1A

WINDOW DIM POINT ROUGH OPENING

LOCATION

875 NE 27TH AVE PORTLAND, OR 97232

PREPARED FOR

SECURITY PROPERTIES MULTIFAMILY DEVELOPMENT COMPANY

PROJECT

PEPSI 1A

TOWNHOUSE - VINYL L3 SLAB EDGE 3" = 1'-0"

12 A9.25

FACE OF FCP KNEE WALL BELOW

1.9

_____________________

VINYL WINDOW AND SILL PTHP UNIT (WHERE OCCURS) FLEX FLASHING (VP-SAM) WINDOW DIM POINT

10 A5.48

LOCATION

875 NE PORTL

METAL BACK DAM, INCL. END DAMS

ROUGH OPENING SEALANT AND BACKER ROD THERMALLY BROKEN Z-FURRING, VERTICAL RATED WALL ASSEMBLY PER PLAN TYPE 'X' GWB TYPICAL HORIZONTAL FURRING FOR ACCENT PANEL

VINYL WINDOW EDGE OF MWP TRIM BEYOND AIR SEAL SEALANT & BACKER ROD INTERIOR

EXTERIOR

NO.

TYPE X GWB TYPICAL

WRB-1 ACCENT PANEL (WCM-1) SEALANT AND BACKER ROD LINE OF SOFFIT ABOVE DOOR DIM POINT

FACE OF ACCENT PANEL WHERE OCCURS

ROUGH OPENING FLEX FLASHING (VP-SAM)

PREFINISHED ALUM SHEET METAL TRIM W/ HEMMED EDGE W/ MATCHING FASTENER TUBE STEEL PER STRUCTURAL

SPRAY FOAM INSUL (INSUL 7) DOOR AND FRAME PER SCHEDULE

3 4

WINDOW DIM POINT

DATE

09.04.2020 09.04.2020

REVISION

BLDG A CORR 1 BLDG A DES REV 1

PREPARE

LEVEL 08N 223' - 8"

ROUGH OPENING

SPRAY FOAM INSUL (INSUL 7) CONT. FLEX FLASHING (FFSAM), WRAP OVER BACK DAM

SECUR MULTI DEVEL COMPA

10 1/2"

INTERIIOR

DESIGN PARTNER

BG PROJECT MANAGER

2" MINERAL FIBER BOARD (INSUL-3)

HO/AB PROJECT ARCHITECT

DS/MS PROJECT DESIGNER

CANOPY WHERE OCCURS SPRAY FOAM INSUL (INSUL 7) SEALANT AND BACKER ROD

CHECK

VINYL WINDOW FACE OF PREFIN ALUM SHEET METAL WRAPPED VERTICAL SUPPORT

FLEX FLASHING (VP-SAM) SPRAY FOAM INSUL (INSUL 7) SEALANT AND BACKER ROD WRB-1 TYPE 'X' GWB TYPICAL

TOWNHOUSE - VINYL @ STEEL SUPPORT SECTION 3" = 1'-0"

NO FIELD CHANGES ALLOWED 3

EXTERIOR

INTERIOR

MWP-3

NO.

1/2" 1/2" 1/2"

DATE

09.04.20

PROJECT NO.

1823300

METAL WALL PANEL (MWP-1)

DATE

09/11/2020

TOWNHOUSE - ENTRY PLAN DETAIL 3" = 1'-0"

NOT FOR CONSTRUCTION

A5.12

METAL WALL PANEL (MWP-2) (FP-1)

SHEET NUMBER

VINYL WINDOWS, TYPICAL

GMP SET

DESIGN PARTNER

PROJECT MANAGER

ACCENT PANEL (WCM-1)

HO/AB

MWP TRIM: PREFINISHED ALUM SHEET METAL JAMB W/ HEMMED EDGE (FP-1) W/ MATCHING FASTENER

PROJECT ARCHITECT

DS/MS PROJECT DESIGNER

PROJECT TEAM MEMB

RK, FL, MC

SEE ELEVATIONS FOR ALIGNMENT W/ MWP TRIM @ VINYL WINDOW JAMB & MWP TRIM @ BALCONY JAMB

CHECK

PREFINISHED ALUM SHEET METAL TRIM W/ HEMMED EDGE (FP-1) W/ MATCHING FASTENER LEVEL 02W 164' - 5"

LEVEL 02W 164' - 5"

ENTRY CANOPY (FP-3)

PRIVACY SCREEN (FP-3)

V19.1 LOUVER (LVR-1) (FP-1)

MWP: METAL WALL PANEL DIMENSIONS REFER TO 20 / A5.26

1'-0"

4 1/2"

ELEVATION FINISH LEGEND MWP-1

FCP-1

MTL-3

MWP-2

STUC-1

CONC-1

WCM-1

20 A5.05

19 A5.05

TITLE

ENLAR

LEVEL 01 153' - 3"

PROJECT NO.

1823300 DATE

09/11/202

TOWNHOME ELEVATION - DETAIL 1/2" = 1'-0"

NOT FOR CONSTRUCTION

ORIGINAL SHEET SIZE 30" x 42"

TITLE

TOWNHOUSE ENTRY DETAILS

7 1/2"

D. DOOR JAMB AT WALL

CHANGES ALLOWED

RK, FL, MC, BD

ROUGH OPENING

FACE OF INTERIOR FINISH

1/2"

DOOR DIM POINT

PROJECT TEAM MEMBERS

WINDOW DIM POINT

EXTERIOR

DRIP EDGE WITH WEEPS AT 12" OC FLEX FLASHING (VP-SAM) INTERMITTENT SPLIT SHIMS AS REQ'D PER WINDOW MRF

LINE OF SOFFIT ABOVE DOOR AND FRAME PER SCHEDULE FACE OF PREFIN ALUM SHEET METAL WRAPPED BEAM ABOVE

ROUGH OPENING MWP TRIM: PREFINISHED ALUM SHEET METAL (FP-1) - SEE ELEVATION FOR ALIGNMENT STIFFENER FOR MWP TRIM AS NEEDED AT JOINTS

3 1/2"

T NOTES

MTL RIB WIDTH

SEALANT AND BACKER ROD

FACE OF PREFIN ALUM SHEET METAL WRAPPED BEAM ABOVE FACE OF FCP KNEE WALL BELOW VINYL WINDOW AND SILL LINE OF SOFFIT ABOVE FLEX FLASHING (VP-SAM) WINDOW DIM POINT

FACE OF PREFIN ALUM SHEET METAL WRAPPED BEAM ABOVE

INTERIOR

SAN FRANCISC San Francisco,

FACE OF INTERIOR FINISH

PTHP UNIT (WHERE OCCURS)

SEATTLE / Pie Seattle, WA 981

ROOF-N 235' - 4 1/2"

WRB-1, LAP OVER FLASHING

ROUGH OPENING FLEX FLASHING (VP-SAM) PREFIN ALUM SHEET METAL COUNTER FLASHING

LEVEL 03W 173' - 7"

18 A3.05

MINERAL FIBER BOARD (INSUL-3)

ORIGINAL SHEET SIZE 30" x 42"

INTERIOR

B. WINDOW JAMB AT COLUMN

NDOW DIM POINT

ROUGH OPENING

SEATTLE / Pier 56, 1201 Alaskan Way, #200 Seattle, WA 98101 / 206.623.3344 SAN FRANCISCO / 660 Market Street, #300 San Francisco, CA 94104 / 415.956.0688

MWP TRIM: PREFINISHED ALUM SHEET METAL (FP-1) - SEE ELEVATION FOR ALIGNMENT STIFFENER FOR MWP TRIM AS NEEDED AT JOINTS FLEX FLASHING (VP-SAM)

7 A5.39

18 A3.05

MWP-1 WINDOW DIM POINT

1/2"

A. WINDOW JAMB AT WALL NO FIELD CHANGES ALLOWED

MINERAL FIBER BOARD (INSUL-3) WRB-1

A3 SHEET NUMBER

GMP SET

PRESS BLOCKS

Revised GMP drawing development for a market rate housing complex

CLIENT: Security Properties LOCATION: Portland, Oregon SCALE: 385,850 sf (across 2 buildings) ROLES & RESPONSIBILITIES: Architect »» Coordinated the value engineered redesign of the exterior unitized wall system with the envelop subcontractor and various consultants »» Detailed various exterior conditions including balconies, rooftop amenity, and the exterior envelope »» Assisted in construction documentation for a revised GMP drawing set

CONSTRUCTION DOCUMENTATION PROJECT TIMELINE

July 2020

TEAM: Bert Gregory Design Partner Dan Swaab Project Manager Maggie Ciaccio Architect Brenden Day Architect Stella Dufour Architect Lawrence Lazarides Architect Nick Wai-Poi Architect Mahammad Momin Architect

IZE

NIT

U IOR

T SYS LL A DW

EXT

Rendering credit: Plomp

PROJECT

PRESS BLOCKS - FULL BLOCK LOCATION

11/20/2020 11:12:16 AM

11/20/2020 11:02:44 AM

PRESS BLOCKS - FULL BLOCK

SEATTLE / Pier 56, 1201 Alaskan Way, #200 Seattle, WA 98101 / 206.623.3344 SAN FRANCISCO / 660 Market Street, #300 San Francisco, CA 94104 / 415.956.0688 mithun.com

PORTLAND / 1120 NW Couch St, #300 Portland, OR 97209 / 503.224.9656

THE PRESS BLOCK COLLABORATIVE LLC

1667 SW TAYLOR ST, PORTLAND, OR 97205

GRAPHIC LEGEND

IN-SLAB DUCT TERIMATION POINT

1 A4.21

16 A3.03

________________

10 A4.25

________________

CEMENTITIOUS WALL PANEL PREPARED FOR CWP-1 (WEST, FLAT PROFILE)

THE PRESS BLOCK LLC

2 A4.25

________________

A3.39

GL-1 GL-2 GL-3 GL-4

LEVEL 24 - ECR 360' - 3"

CWP (CORRUGATED)

OPEN

OPEN PREFINISHED BREAK METAL TRIM, COLOR TO MATCH ADJACENT CWP

6 A5.37

3'-7"

PAINT EXPOSED FRAMING BLACK

CWP (FLAT)

12'-5"

3 B2 A5.37

NOTE: LEVEL 22 REFER TO DETAILS 331' - 3" FOR TYPICAL NOTES 1 16 PAINT EXPOSED A5.36 A5.36 EAST ELEVATION BEYOND FRAMING BLACK LEVEL 21 320' - 3"

STANDARD CONSTRUCTION

DIMA2PER MECHANICAL

J-TRIM

10'-0"

UNITIZED CONSTRUCTION

10 ________

1/2"

A5.36

9 8 A5.36 A5.36 A2

3/8"

LEVEL 15 260' - 3" 1 _______ A3.34

3" = 1'-0" | 15/A3.34

LEVEL 14 250' - 3"

2 1 C1

16 UNIT FLOORS

DS, MO

A3.38

EXTERIOR

LEVEL 09 201' - 9"

BALCONY SLOPED PER SLAB PLANS WPM-6 BALCONY TYPE 1A 12

BACK ANGLE BY WW MANUFACTURE

9 8 A5.36 A5.36

PREFINISHED BREAK METAL TRIM BEYOND

EMBED PLATE & ANCHORS FDC PER STRUCTURAL GAS METER BUILDING EXITPUMA DOORTRAFFIC COATING OVER CONCRETE SLAB & PREFINISHED SHEET METAL FLASHING 20 A4.21

DIFFERENTIAL TOLERANCE BETWEEN CONCRETE & STEEL: 1/8" VERTICAL (3/16" MAX.) 1/4" HORIZONTAL (3/8" MAX.)

CWP (FLAT) AT BALCONY ALCOVE

________________

16 A4.21

________________

•

LEVEL 08 192' -BEVELED 3" WOOD TRIM TO MATCH FLOOR FINISH

•

INTERIOR

LEVEL 06 173' - 3"

LEVEL 05 163' - 9" SLAB STEP "POCKET" AT DOOR THRESHOLD FOR WW BACK ANGLE. COORD. LEVEL 04-T DIMS W/ WW MFR. 154' - 3" 1" SLAB STEP, TYP. ALL RESIDENTIAL TERRACES, EXCEPT TYPE A UNITS. LEVEL 03-T WP UP BACK 144' -EXTEND 9" ANGLE, SEAL FENESTRATION TO WP UPTURN (TYP)

TITLE

6 A4.24

20 A4.24

________________

3" = 1'-0" | 6/A5.39

16 A4.24

________________

PREFINISHED SHEET METAL FLASHING EXTEND WRB-1 ONTO WPM-6

EXTEND GWB TO SLAB WHERE NO SOFFIT OCCURS

3" = 1'-0" | 15/A3.34

LAND USE REVIEW #LU16-273094 DZM AD

LEVEL PER ELEVATION

PROJECT NO.

CWP (FLAT) LVR-4: PREFINISHED GALVANIZED SHEET METAL SLOT VENT WRB-1 9 A5.37 SIM.

G0.00v2

DATE

11 05.30.2019 12 11.13.2020

REVISION

REVISED GMP SET GMP-3

PREFINISHED SHEET METAL FLASHING; COLOR TO MATCH ADJACENT CWP

SHEET NUMBER

GMP-3

SECTION DETAIL @ BALCONY RETURN WALLS

DESIGN PARTNER

3" = 1'-0" | 6/A5.36

PROJECT MANAGER

HO PROJECT ARCHITECT

DS, MO PROJECT DESIGNER

GALV. STEEL CHANNEL, PAINTED. GALV. STEEL PLATE, PAINTED. W/ SLIP RESISTANT COATING BALCONY TYPE 1 (TYPE 3 & 4 SIMILIAR)

AO, GC

EXTEND WPM-6 ONTO FRAMED WALL, IN A SADDLE, 4" (TYP)

PROJECT TEAM MEMBERS

SD, DFS CHECK

TITLE

16TH AVE BUILDING EAST EXTERIOR ELEVATION PROJECT NO.

1528100 DATE

BOTTOM RAIL AND GLASS SHOE

NON-CONDUCTIVE MATERIAL TO SEPARATE DIFFERENT METALS

NOVEMBER 13, 2020

A3.21 SHEET NUMBER

GMP-3

PAINT UNDER SIDE OF STEEL PLATE AND STRUCTURE - TYPICAL

CWP (CORRUGATED) ON ZEE FURING INSUL-3

REFER TO GENERAL NOTES FOR DELEGATED UNITIZED WALL PANEL - BASIS OF DESIGN

NO.

DATE

NOVEMBER 13, 2020

PROVIDE WEEP HOLE THROUGH STEEL PLATE & ANGLE AT 18" O.C.

INSUL-3

GYP SOFFIT - REFER TO RCPs

SECTION DETAIL @ BALCONY

WPM-6

CHECK

1528100

LEVEL 01 - LOBBY 115' - 0"

WEB STIFFENER @ CENTER RAILING POST

DUCT EXHAUST WHERE OCCURS

CWP (FLAT)

PROJECT TEAM MEMBERS

SD, DFS

LEVEL 01 - TAYLOR 121' - 5"

ALUMINUM PLATE, BOLT TO MC CHANNEL

UNITIZED CONSTRUCTION

PARTNER - BASIS OF DESIGN DELEGATED UNITIZED WALLDESIGN PANEL FIBER CEMENT WALL PANEL, BGFIBER BOARD INSULATION, INSUL-3, WRB-1, WRB-3, PROJECT MANAGER EXTERIOR SHEATHING, COLD FORMED METAL FRAMING W/ INSUL-7 HO PROJECT ARCHITECT WRB-1 DS, MO ALUMINUM FRAMED PROJECT DESIGNER WINDOW WALL BEYOND AO, GC

GLASS PANEL

15 A4.21

________________

STANDARD CONSTRUCTION

FOAMED IN PLACE INSULATION (R-38 MIN)

STEP @ THRESHOLD WPM-6

ALUMINUM FRAMED GLASS GUARDRAIL - DRM-11

18 A4.24

________________

GALV. STEEL KNIFE PLATE, PAINTED GALV. STEEL ANGLE, PAINTED

Your use of the attached/enclosed media, shall constitute an acceptance of the above.

LEVEL 02-T

6 _______ A3.37

GARAGE ENTRANCE DOOR LOADING ENTRANCE DOOR

________________

PAINT EXPOSED FRAMING BLACK

J-TRIM

GLAZED ALUMINUM TERRACE DOOR SHEET METAL FLASHING TO MATCH WW GC TO COORDINATE ANY NECESSARY BLOCK-OUT

ENVELOPE IN CONTRACT DOCUMENTS IS INDICATED DIAGRAMMATIC ONLY AND IS A DELEGATED DESIGN BY OTHERS, INCLUDING ALL ENGINEERING. • ALL WATERPROOFING DETAILS AND WALL CONNECTION TO STRUCTURAL MEMBERS ARE DIAGRAMMATIC ONLY. ASSEMBLY OF EXTERIOR ENVELOPE IS INDICATED AS UNITIZED CONSTRUCTION IN CONTRACT DOCUMENTS HOWEVER MEANS AND METHODS BY CONTRACTOR MAY UTILIZE AN ALTERNATE METHOD OF CONSTRUCTION NOT NOTED IN THESE DOCUMENTS. • FOR UNITIZED CONSTRUCTION REFER TO SPECIFICATION SECTION 092222 (INTEGRATED WALL ASSEMBLIES) • FOR ALL METHODS REFER TO ASSOCIATED SPECIFICATION SECTIONS: NO. DATE REVISION 051200, 055000, 072100, 072500, 074245, 076200, 079005, 092216. 3 12.20.2017 PERMIT RESP. #3 PER 014339 EXTERIOR ENVELOPE ASSEMBLY TO REVISED PARTICIPATE IN ENCLOSURE 11 05.30.2019 GMP SET ASSEMBLY MOCK UP AND REQUIRED TO TEST TO, AND MEET 12 IS11.13.2020 GMP-3 OR EXCEED, ALL SPECIFIED TESTING REQUIREMENTS. CONTRACTOR TO PROVIDE DEFERRED SUBMITTAL DOCUMENTATION FOR FINAL EXTERIOR CLADDING, INCLUDING LAYOUT, METHODS, DETAILING, AND ENGINEERING INCLUDING CALCULATIONS FOR REVIEW BY ARCHITECT PRIOR TO SUBMITTAL TO AUTHORITY HAVING JURISDICTION. WINDOW WALL HEAD TRACKS VARY IN SIZE. USE CONDITIONS ILLUSTRATED IN DETAILS TO DETERMINE APPROPRIATE HEAD TRACK SIZE. TRACK DEPTHS INCLUDE 4.5", 6", AND 7".

FOR WW CONNECTIONS COVER SHEET - VOL 2 TO ENSURE A 1/2" MAX

EXCAVATION & SHORING - 17-182216-EXC-01-CO A1 A1 DEMOLITION - 17-182216-DMO-01-CO 16TH AVE BUILDING (MAIN & GARAGE BUILDING) - 17-182216-000-00-CO 17TH AVE BUILDING (PLAZA BUILDING) - 17-182224-000-00-CO

EXTEND WP UP BACK A1 ANGLE, SEAL FENESTRATION TO WP UPTURN (TYP)

3" = 1'-0" | 6/A5.36

EXTEND PUMA ONTO 12 BALCONY KNIFE PLATE (TYP)

3/8"

EXTERIOR

LEVELSELF-LEVELING 07 GROUT 182' - 9" FLOOR FINISH PER SCHEDULE

FOUNDATION 134'BALCONY - 1" BALCONY DOOR SILL DETAILPERMIT AT TYPE- 17-182216-FND-01-CO A UNITS DOOR SILL DETAIL AT TYPE B UNITS

6'-5"

1/2"

3/32" = 1'-0"

3" = 1'-0" | 15/A3.34

9'-6"

9 A5.37

LAND USE REVIEW #LU16-273094 DZM AD

SECTION DETAIL @ STACKED BALCONIES

RECESSED DOOR SILL

10'-8"

NO SLAB STEP, TYP. TYPE "A" BALCONIES

12'-8"

A3.37

BALCONY DOOR

16 16TH AVE BLDG - EAST ELEVATION

Mithun, Inc. Disclaimer

16 _______

•

CHECK

•

GLAZED ALUMINUM BALCONY DOOR ADA LOW-PROFILE SILL; MAX 1/2" CHANGE IN LEVEL

•

PROJECT DESIGNER

SD, DFS

9'-6" 1 _______

INTERIOR

FLOOR FINISH C1 PER SCHEDULE

THE PRESS BLOCK COLLABORATIVE LLC

EXTERIOR ENVELOPE, INCLUDING ALL CLADDING DETAILS, HAVE BEEN PROVIDED FOR THE BASIS OF DESIGN ONLY - NOT FOR CONSTRUCTION.

PROJECT MANAGER

PROJECT ARCHITECT

LEVEL 10 211' - 3"

BEVELED C1 WOOD TRIM TO MATCH FLOOR FINISH

NOTE: 1 16 REFER TO DETAILS FOR TYPICAL NOTES A5.36 A5.36 E1 C1

MAX 1/2"

PREPARED FOR

EXTERIOR ENVELOPE GENERAL NOTE:

DESIGN PARTNER

AO, GC PROJECT TEAM MEMBERS

9'-6"

UNITIZED CONSTRUCTION C1

THE PRESS BLOCK COLLABORATIVE LLC 1667 SW TAYLOR ST, PORTLAND, OR 97205(PLAZA) 1640 SW YAMHILL ST, PORTLAND, OR 97205 (MAIN + GARAGE) C1

3" = 1'-0" | 15/A3.34

9'-6"

BALCONY C1TYPE 1 (TYPE 3 & 4 SIMILIAR) STANDARD CONSTRUCTION

9'-6"

1667 SW TAYLOR ST, PORTLAND, OR 97205

SECTION DETAIL @ CORRUGATED PANEL

LEVEL 11 220' - 9"

9'-6"

1 / 4" MAX

1 / 2" MAX

GMP-3 NOVEMBER 13, 2020 E1

1 / 4" MAX

BALCONY ASSEMBLY TYPE 1 - TYPICAL UNLESS NOTED OTHERWISE

9'-6"

DEFLECTION JOINT TYP. BELOW FLOOR SLAB

PRESS BLOCKS - FULL BLOCK

REVISION

ENTIRE SHEET REVISED

LEVEL 12 230' - 3"

DATE

LOCATION

LEVEL 13 240' - 3"

(VOLUME 2: ARCHITECTURAL, INTERIOR DESIGN) E1

SAN FRANCISCO / 660 Market Street, #300 San Francisco, CA 94104 / 415.956.0688 mithun.com

PROJECT NO.

10'-0"

SECTION DETAIL @ EXHAUST VENT A2 A2 A2

SEATTLE / Pier 56, 1201 Alaskan Way, #200 Seattle, WA 98101 / 206.623.3344

SIM

LEVEL 16 270' - 3"

PRESS BLOCKS - FULL BLOCK C1

LEVEL 17 280' - 3"

SIM.

9 A5.37

ORIGINAL SHEET SIZE 34" x 44"

1/4"

3" = 1'-0" | 15/A3.34

1 / 2" MAX

1' - 11"

SECTION DETAIL @ A2BALCONY SOFFITA2

1667 SW TAYLOR ST, PORTLAND, OR 97205

PREPARED FOR NOTE: THE PRESS BLOCK REFER TO DETAILS FOR TYPICAL NOTES COLLABORATIVE LLC 16 1 A5.36 A5.36

10'-0"

3/8" 1 3/4" A2

PREFINISHED SHEET METAL CLEAT A2 A2 CWP (FLAT) AT SOFFIT DUCT EXHAUST WHERE OCCURS PREFINISHED SHEET METAL TRIM BEYOND CWP A2 (FLAT) BEYOND A2 ALUMINUM FRAME WINDOW WALL SYSTEM

10'-0"

1/2"

10'-0"

A5.37

MECHANICAL TYPE 1 - TYP 8' STEEL BOLT-ON BALCONY AT UNITIZED WALL TYPE 1A - TYPE A UNIT VARIATION TYPE 2 - 8' STEEL BOLT-ON BALCONY AT LARGE WINDOW WALL TYPE 2A - TYPE A UNIT VARIATION TYPE 3 - 12'-0" STEEL BOLT-ON BALCONY AT UNITIZED WALL TYPE 4 - 16'-0" STEEL BOLT-ON BALCONY AT UNITIZED WALL TYPE 5 - 12'-0" INSET CONCRETE BALCONY 2"

9 A5.37

FLOOR LEVEL VARIES

PRESS BLOCKS - FULL BLOCK

LOCATION

9'-6"

16 _______

LEVEL 18 290' - 3"

10'-0"

3 A5.37

PROJECT

SAN FRANCISCO / 660 Market Street, #300 San Francisco, CA 94104 / 415.956.0688 mithun.com

BALCONY TYPES DIM PER

J-TRIM

10'-0"

LVR-4: PREFINISHED GALVANIZED SHEET METAL SLOT VENT

A3.38

UNITIZED CONSTRUCTION LEVEL 20 310' - 3"

LEVEL 19 300' - 3"

9 A5.37

16 _______

SEATTLE / Pier 56, 1201 Alaskan Way, #200 Seattle, WA 98101 / 206.623.3344

EXTERIOR CLADDING: EXTERIOR CLADDING DETAILS HAVE BEEN PROVIDED FOR THE BASIS OF DESIGN ONLY - NOT FOR CONSTRUCTION. REFERENCE CONTRACTOR DEFERRED SUBMITTAL DOCUMENTATION FOR FINAL EXTERIOR CLADDING DETAILING AND ENGINEERING.

UNITIZED CONSTRUCTION

10'-0"

WRB-1

3/8"

WRB-3

DIM PER MECHANICAL

J-TRIM

18 UNIT FLOORS

PROPERTY LINE

FIRE FIGHTER STICKERS ARE TO BE ORDERED FROM THE BUREAU OF DEVELOPMENT SERVICES (BUILDING DEPARTMENT). PRINTING AND DISTRIBUTION, 1ST FLOOR 1900 SW 4TH WITH AN EMAIL CONFIRMATION FROM A PLAN REVIEWER. STICKERS ARE TO BE APPLIED ON THE LOWER LEFT CORNER OF EACH PIECE OF TEMPERED GLAZING.

11'-0"

18 A4.21

________________

10'-0"

PAINTED EXPOSED FRAMING BLACK

Your use of the attached/enclosed media, shall constitute an acceptance of the above.

METAL PANEL

GLAZING/WINDOW SUB-CONTRACTOR IS TO FOLLOW ALL APPLICABLE CODES FOR LOCATIONS OF SAFETY GLAZING AND NOT RELY SOLELY ON ARCHITECT'S DRAWINGS.

LEVEL SPA 11 347' - 3" LEVEL 23 345' - 3"

9'-6"

FLOOR LEVEL VARIES

A3.39

1 / 4" MAX

16 _______

GL-7 SPANDREL GLASS IGU, OPACIFIER GL-8 SLOPED GLASS, LAMINATED PVB INTERLAYER GL-11 GUARDRAIL GLASS, CLEAR - TEMPERED

LEVEL 24 MECH 357' - 5"

1 / 4" MAX

OPEN

VISION GLASS IGU, CLEAR LOW E VISION GLASS IGU, CLEAR LOW E - TEMPERED VISION GLASS IGU, LOW IRON, LOW E VISION GLASS IGU, LOW IRON, LOW E - TEMPERED

1/2" MAX.

11/20/2020 11:23:03 AM

WALL BASE PER SCHEDULE

THE PRESS BLOCK COLLABORATIVE LLC 1667 SW TAYLOR ST, PORTLAND, OR 97205(PLAZA) 1640 SW YAMHILL ST, PORTLAND, OR 97205 (MAIN + GARAGE) Mithun, Inc. Disclaimer

METAL LOUVER

CEMENTITIOUS WALL PANEL CWP-4 (EAST, RIB PROFILE)

PROPERTY LINE

LEVEL PER ELEVATION

SPANDREL PANEL

CEMENTITIOUS WALL PANEL CWP-3 (EAST, FLAT PROFILE)

FIREFIGHTER STICKER LOCATED ON LOWER LEFT INSIDE FACE @ SMOKE REMOVAL GLAZING. TEMPERED GLASS REQUIRED AT ALL FIREFIGHTER STICKER LOCATIONS.

UPPER ROOF (LP) 369' - 3"

FINISH FLOORING PER SCHEDULE

VISION GLAZING

CEMENTITIOUS WALL PANEL CWP-2 (WEST, RIB PROFILE) COLLABORATIVE

1 _______

19 TEXT BOX - 3D - METAL TRIM STUDY

TITLE

16TH AVE BLDG EXTERIOR DETAILS PROJECT NO.

1528100 DATE

NOVEMBER 13, 2020 ORIGINAL SHEET SIZE 34" x 44"

MIN

4 A4.21

________________

ORIGINAL SHEET SIZE 33" x 44"

2 A4.24

________________

M.3

PROPERTY LINE

Your use of the attached/enclosed media, shall constitute an acceptance of the above.

GMP-3 NOVEMBER 13, 2020

(VOLUME 2: ARCHITECTURAL, INTERIOR DESIGN) 6 A4.21

________________

COOLING TOWER BEYOND

A5.36 SHEET NUMBER

GMP-3

EXCAVATION & SHORING - 17-18221 DEMOLITION - 17-182216-DMO-01-CO 16TH AVE BUILDING (MAIN & GARAG

•

WRB-1

CWP (CORRUGATED) WRB-1

FLOOR SLAB

WRB-3

PREFINISHED SHEET METAL FLASHING; COLOR TO MATCH ADJACENT CWP CWP (FLAT)

CONTINUOUS SHEET METAL CLOSURE, FASTEN TO CFMF, SEALANT JOINT AT FACE OF CONCRETE SLAB

DELEGATED UNITIZED WALL PANEL - BASIS OF DESIGN FIBER CEMENT WALL PANEL, FIBER BOARD INSULATION, INSUL-3, WRB-1, WRB-3, EXTERIOR SHEATHING, COLD FORMED METAL FRAMING W/ INSUL-7

LEVEL PER ELEVATION

SAN FRANCISCO / 660 Market Street, #300 San Francisco, CA 94104 / 415.956.0688

5/8" GWB FINISH ON FRAMED EXTERIOR WALL PANEL, LBEAD AT TOP EDGE

SECTION DETAIL - SLAB CLOSURE @ CEILING 6" = 1'-0"

SECTION DETAIL @ PANEL TRANSITION

PROJECT

6" = 1'-0" | 1/A5.36

WRB-3

J-TRIM

UNITIZED CONSTRUCTION PANEL JOINT

1/4"

4 1/2"

6 1/2"

UNITIZED CONSTRUCTION

STANDARD CONSTRUCTION

UNITIZED CONSTRUCTION

REFER TO GENERAL NOTES FOR DELEGATED UNITIZED WALL PANEL BASIS OF DESIGN

INTERMITTENT GSM CLEAT PREFIN GSM SILL FLASHING; PREFIN TO MATCH WINDOW WALL FRAME WINDOW INSTALLATION ANGLE AND 16 GA. BREAK METAL COVER

PREPARED FOR

LINE OF SHEATHING AND FLASHING BEYOND EXHAUST PENETRATION

WALL BASE BEYOND AS SCHEDULED

TYPICAL PLAN DETAIL @ PANEL TO PANEL JOINT 6" = 1'-0" | 2/A5.35

10 A5.37

PREFINISHED SHEET METAL BRAKE, SLOTTED AT EXHAUST DUCT (FP-3 AT EAST, FP-4 AT WEST)

FLOOR SLAB

CWP (FLAT)

LVR-4

SECTION DETAIL - TYP. WINDOW SILL AT UNITIZED WALL 6" = 1'-0" | 17/A5.34

1 A5.36

SECTION DETAIL @ SLOT VENT (LVR-4) 6" = 1'-0" | 16/A5.34

SECTION DETAIL @ PILASTER 6" = 1'-0" | 15/A3.34

17 A5.34

10 A5.37

_____________________

SLOT VENT OUTLINE FOR REFERENCE

1/2" TYP.

EXTERIOR WALL PANEL FRAMING

3/8"

SEALANT AND BACKER ROD

PREFINISHED SHEET METAL BRAKE, MANUFACTURE IN LONGEST CONTINUOUS LENGTH POSSIBLE (FP-3 AT EAST, FP-4 AT WEST)

3/4"

3/8" EXPANSION SPACE

3/4" 3/4"

FINISH FLOORING PER SCHEDULE

WRB-1 WRB-3

2 7/8"

3" MAX.

SLAB EDGE

REFER TO GENERAL NOTES FOR DELEGATED UNITIZED WALL PANEL BASIS OF DESIGN

PREFINISHED SHEET METAL BRAKE, MANUFACTURE IN LONGEST CONTINUOUS LENGTH POSSIBLE (FP-3 AT EAST, FP-4 AT WEST) - TO BE ALIGNED WITH ADJACENT SLOT VENTS

INSECT SCREEN

VARIES

MINERAL FIBER INSULATION IN STUD CAVITY

3/4"

PT WOOD NAILER

16 A5.36

M.3

_____________________

LEVEL 16 270' - 3"

NO.

DATE

REVISION

12 11.13.2020

GMP-3

9 ________ A5.37

LVR-4 SLOT VENT PER DETAILS REFER TO MECH DWGS FOR EXHAUST LOCATIONS

DESIGN PARTNER

BG PROJECT MANAGER

HO PROJECT ARCHITECT

DS, MO PROJECT DESIGNER

AO, GC PROJECT TEAM MEMBERS

SD, DFS CHECK

1 O.H. A5.35

_____________________

1 ________ A5.37

SIM

BALCONY ASSEMBLY TYPE 1 - TYPICAL UNLESS NOTED OTHERWISE

3 A5.36

3 ________ 1 A5.36

6 A5.36

3 ________

6 ________

_____________________

A5.37

2 A5.36

_____________________

17 A5.34

_____________________

LEVEL 15 260' - 3"

LVR-4 SLOT VENT PER DETAILS REFER TO MECH DWGS FOR EXHAUST LOCATIONS

7/8"

16TH AVE BLDG EXTERIOR DETAILS

A5.37

PROJECT NO.

3 1/2"

1528100

DATE

NOVEMBER 13, 2020

16TH AVE BLDG - ELEVATION AT TYPICAL 'TEXT BOX' 1" = 1'-0" | 16/A3.21

WRB-3

LINE OF SOFFIT ABOVE

ALUMINUM FRAMED WINDOW WALL

PARTITION PER PLAN EXTENDED SEISMIC WINDOW WALL JAMB

BALCONY DOOR

1/2" HAT CHANNEL FURRING

CWP (FLAT)

SAN FRANCISCO / 660 Market Street, #300 San Francisco, CA 94104 / 415.956.0688 mithun.com

1/2"

ZEE FURRING

WRB-3

SEATTLE / Pier 56, 1201 Alaskan Way, #200 Seattle, WA 98101 / 206.623.3344

1' - 5 1/2"

INTERIOR GYPSUM BOARD APPLIED TO UNITIZED WALL PANEL SYSTEM

BACKER ROD & SEALANT (TYPICAL)

2' - 5"

FILL CAVITY WITH BATT INSULATION FOR ACOUSTIC SEPERATION

CONCRETE COLUMN

SLOPE PER SLAB PLANS

WEATHER AND AIR JOINT SEALER

CONCRETE COLUMN WHERE OCCURS

STANDARD CONSTRUCTION UNITIZED CONSTRUCTION

1/2" MAX

TYPE 1 = 8'-0" TYPE 3 = 12'-0" TYPE 4 = 16'-0"

3/8"

WINDOW SILL BELOW

CWP (FLAT) PREFINISHED BREAK METAL TRIM, COLOR TO MATCH ADJACENT CWP CWP (CORRUGATED)

1/8" 3/8"

1/8"

PREFINISHED BREAK METALTRIM, COLOR TO MATCH ADJACENT CWP

WRB-1

EDGE OF SLAB

TYPICAL PLAN DETAIL @ BALCONY TYPE 1 (TYPE 3 & 4 SIM) 3" = 1'-0" | 15/A3.34

REFER TO GENERAL NOTES FOR DELEGATED UNITIZED WALL PANEL BASIS OF DESIGN

CWP (CORRUGATED) PREFINISHED BREAK METAL TRIM, COLOR TO MATCH ADJACENT CWP

3/8"

PROJECT

1/4" TYP

1 3/4"

6 1/2"

1/8"

3/8"

PREFINISHED BREAK METAL TRIM

REFER TO GENERAL NOTES FOR DELEGATED UNITIZED WALL PANEL BASIS OF DESIGN

PUMA TRAFFIC COATING OVER CONCRETE SLAB

EMBED & KNIFE PLATE PER STRUCTURAL LINE OF SLAB EDGE

DIFFERENTIAL TOLERANCE BETWEEN CONCRETE & STEEL: 1/8" VERTICAL (3/16" MAX.) 1/4" HORIZONTAL (3/8" MAX.)

ALUMINUM FRAMED GLASS GUARDRAIL - DRM-11 GLASS PANEL GALV. STEEL PLATE, PAINTED W/ SLIP RESISTANT COATING

GALV. STEEL CHANNEL, PAINTED BALCONY ASSEMBLY TYPE 1 (TYPE 3 & 4 SIMILAR - REFER TO ELEVATIONS FOR LOCATIONS)

PRESS BLOCKS - FULL BLOCK

LOCATION

1667 SW TAYLOR ST, PORTLAND, OR 97205

PREPARED FOR

THE PRESS BLOCK COLLABORATIVE LLC

GALV. STEEL, PAINTED

GALV. STEEL ANGLES, PAINTED

PROVIDE WEEP HOLE THROUGH STEEL PLATE & ANGLE AT 18" O.C.

ALUMINUM CORNER POST

8'-4 1/4"

NO.

DATE

12 11.13.2020

DESIGN PARTNER

NOTE: 1 REFER TO DETAIL FOR TYPICAL NOTES A5.35

BG PROJECT MANAGER

HO PROJECT ARCHITECT

DS, MO PROJECT DESIGNER

AO, GC

3/8"

PROJECT TEAM MEMBERS

SLOPE PER SLAB PLANS

5' - 5 1/2"

PRESS BLOCKS Exterior details CD

TITLE

1 ________

d at any time. Accordingly, Mithun, Inc. makes no representations as to the accuracy of this information. If for any reason a conflict exists between information contained herein and the stamped, signed documents, the information on the signed documents is to be interpreted as correct. In addition, errors and discrepancies can be inadvertently introduced into electronic media by differing hardware, software and operators.

ommon law, statutory or copyrights. This electronic data is intended for use on the project specified, and shall not be used or relied upon in part or in whole, for any future work on the same building(s) or site(s) or for any other project. The recipient of this information shall not copy, use or modify this information without the prior written authorization of Mithun, Inc. The drawings and/or data contained herein conform to Mithun, Inc.'s standard specification for software and file format. Mithun, Inc. will review any request for providing data in a different file format(s) if such a request is made in writing by the original recipient. Such a request may be considered to be a change in

THE PRESS BLOCK COLLABORATIVE LLC

WRB-1

EXHAUST DUCT WHERE OCCURS

J-BEAD & SEALANT

FLEXIBLE FLASHING STRIP

1667 SW TAYLOR ST, PORTLAND, OR 97205

REFER TO GENERAL NOTES FOR DELEGATED UNITIZED WALL PANEL BASIS OF DESIGN

WRB-1

FLEXIBLE FLASHINGS

CONTINUOUS BEAD OF SEALANT BETWEEN STUDS

LOCATION

1 1/2"

NOTE: THIS CONDITION OCCURS AT UNITIZED PANEL JOINTS ONLY

PRESS BLOCKS - FULL BLOCK

PAINT EXPOSED FRAMING BLACK (TYPICAL)

WRB-3

1'-6 3/8"

INTERIOR PARTITION WHERE OCCURS; EXTEND TO EXTERIOR SHEATHING WHERE RATED WALLS OCCUR

s, losses, damages, penalties or cost (including attorney's fees and defense costs, whether or not a suit is filed) arising or allegedly arising out of any unauthorized use, reuse or modification or in any way connected with, the incompatibility, readability, or durability of the information contained herein by the recipient or any person or entity that acquires or obtains this information thereon from the recipient without written authorization from Mithun, Inc. This agreement to defend, indemnify and hold Mithun, Inc. harmless also applies to the use of this information on any project or construction site without the involvement of Mithun, Inc. in the construction phase services normally

SEATTLE / Pier 56, 1201 Alaskan Way, #200 Seattle, WA 98101 / 206.623.3344

mithun.com

ALUMINUM FRAMED WINDOW WALL

3/8"

1/4" EXT WALL PANEL FRAMING, EXTEND PERIMETER FIRE CONTAINMENT SYSTEM TO EXTERIOR SHEATHING WHERE VOIDS OCCUR

ORIGINAL SHEET SIZE 34" x 44"

Mithun, Inc. Disclaimer

•

Your use of the attached/enclosed media, shall constitute an acceptance of the above.

•

REFER TO GENERAL NOTES FOR DELEGATED UNITIZED WALL PANEL - BASIS OF DESIGN

PERIMETER FIRE CONTAINMENT SYSTEM (FIRESTOP/SMOKE SEAL) SEAL ALL VOIDS BETWEEN FLOOR SLAB AND EXTERIOR WALL PANELS

11/20/2020 11:21:13 AM

•

ENVELOPE IN CONTRACT DOCUMENTS IS INDICATED DIAGRAMMATIC ONLY AND IS A DELEGATED DESIGN BY OTHERS, INCLUDING ALL ENGINEERING. • ALL WATERPROOFING DETAILS AND WALL CONNECTION TO STRUCTURAL MEMBERS ARE DIAGRAMMATIC ONLY. ASSEMBLY OF EXTERIOR ENVELOPE IS INDICATED AS UNITIZED CONSTRUCTION IN CONTRACT DOCUMENTS HOWEVER MEANS AND METHODS BY CONTRACTOR MAY UTILIZE AN ALTERNATE METHOD OF CONSTRUCTION NOT NOTED IN THESE DOCUMENTS. • FOR UNITIZED CONSTRUCTION REFER TO SPECIFICATION SECTION 092222 (INTEGRATED WALL ASSEMBLIES) • FOR ALL METHODS REFER TO ASSOCIATED SPECIFICATION SECTIONS: 051200, 055000, 072100, 072500, 074245, 076200, 079005, 092216. PER 014339 EXTERIOR ENVELOPE ASSEMBLY TO PARTICIPATE IN ENCLOSURE ASSEMBLY MOCK UP AND IS REQUIRED TO TEST TO, AND MEET OR EXCEED, ALL SPECIFIED TESTING REQUIREMENTS. CONTRACTOR TO PROVIDE DEFERRED SUBMITTAL DOCUMENTATION FOR FINAL EXTERIOR CLADDING, INCLUDING LAYOUT, METHODS, DETAILING, AND ENGINEERING INCLUDING CALCULATIONS FOR REVIEW BY ARCHITECT PRIOR TO SUBMITTAL TO AUTHORITY HAVING JURISDICTION. WINDOW WALL HEAD TRACKS VARY IN SIZE. USE CONDITIONS ILLUSTRATED IN DETAILS TO DETERMINE APPROPRIATE HEAD TRACK SIZE. TRACK DEPTHS INCLUDE 4.5", 6", AND 7".

1/2"

•

EXTERIOR ENVELOPE, INCLUDING ALL CLADDING DETAILS, HAVE BEEN PROVIDED FOR THE BASIS OF DESIGN ONLY - NOT FOR CONSTRUCTION.

3/4"

11/20/2020 11:23:15 AM

EXTERIOR ENVELOPE GENERAL NOTE:

SD, DFS CHECK

REVISION

GMP-3

A5.37 SHEET NUMBER

GMP-3

11/20/2020 11:23:03 AM

WALL BASE PER SCHEDULE

CWP (CORRUGATED)

FINISH FLOORING PER SCHEDULE

PREFINISHED BREAK METAL TRIM, COLOR TO MATCH ADJACENT CWP

6 A5.37

LEVEL PER ELEVATION

PAINTED EXPOSED FRAMING BLACK

FLOOR LEVEL VARIES

NOTE: REFER TO DETAILS FOR TYPICAL NOTES 1 16 A5.36 A5.36

PAINT EXPOSED FRAMING BLACK

CWP (FLAT)

3 A5.37

FLOOR LEVEL VARIES

3 A5.37

PAINT EXPOSED FRAMING BLACK

STANDARD CONSTRUCTION

UNITIZED CONSTRUCTION

DIM PER MECHANICAL

J-TRIM

UNITIZED CONSTRUCTION

SAN FRANCISCO / 660 Market Street, #300 San Francisco, CA 94104 / 415.956.0688

DIM PER MECHANICAL

J-TRIM

NOTE: REFER TO DETAILS FOR TYPICAL NOTES 16 1 A5.36 A5.36

2" 3/8"

9 A5.37

1/2"

3/8" 1 3/4" 1/4"

1' - 11"

3" = 1'-0" | 15/A3.34

PROJECT

PRESS BLOCKS - FULL BLOCK

LOCATION

3" = 1'-0" | 15/A3.34

SECTION DETAIL @ CORRUGATED PANEL

A5.36

•

LEVEL 12 230' - 3"

GLAZED ALUMINUM BALCONY DOOR ADA LOW-PROFILE SILL; MAX 1/2" CHANGE IN LEVEL

NOTE: 1 16 REFER TO DETAILS FOR TYPICAL NOTES A5.36 A5.36

EXTERIOR

FLOOR FINISH PER SCHEDULE

BALCONY SLOPED PER SLAB PLANS WPM-6

FLOOR FINISH PER SCHEDULE

INTERIOR

SELF-LEVELING GROUT

BACK ANGLE BY WW MANUFACTURE EXTEND WP UP BACK ANGLE, SEAL FENESTRATION TO WP UPTURN (TYP)

3" = 1'-0" | 15/A3.34

RECESSED DOOR SILL

DIFFERENTIAL TOLERANCE BETWEEN CONCRETE & STEEL: 1/8" VERTICAL (3/16" MAX.) 1/4" HORIZONTAL (3/8" MAX.)

CWP (FLAT) AT BALCONY ALCOVE

9 8 A5.36 A5.36

BALCONY DOOR SILL DETAIL AT TYPE A UNITS 3" = 1'-0" | 6/A5.36

BALCONY DOOR SILL DETAIL AT TYPE B UNITS 3" = 1'-0" | 6/A5.39

WRB-1 ALUMINUM FRAMED WINDOW WALL BEYOND CWP (FLAT) WPM-6

LEVEL PER ELEVATION

NO.

DATE

11 05.30.2019 12 11.13.2020

REVISION

REVISED GMP SET GMP-3

PREFINISHED SHEET METAL FLASHING; COLOR TO MATCH ADJACENT CWP

SECTION DETAIL @ BALCONY RETURN WALLS

DESIGN PARTNER

3" = 1'-0" | 6/A5.36

PROJECT MANAGER

HO PROJECT ARCHITECT

DS, MO PROJECT DESIGNER

EXTEND PUMA ONTO BALCONY KNIFE PLATE (TYP)

3/8"

PREFINISHED BREAK METAL TRIM BEYOND

EXTEND WP UP BACK ANGLE, SEAL FENESTRATION TO WP UPTURN (TYP)

NO SLAB STEP, TYP. TYPE "A" BALCONIES

SECTION DETAIL @ STACKED BALCONIES

1/2"

THE PRESS BLOCK COLLABORATIVE LLC

DELEGATED UNITIZED WALL PANEL - BASIS OF DESIGN FIBER CEMENT WALL PANEL, FIBER BOARD INSULATION, INSUL-3, WRB-1, WRB-3, EXTERIOR SHEATHING, COLD FORMED METAL FRAMING W/ INSUL-7

SLAB STEP "POCKET" AT DOOR THRESHOLD FOR WW BACK ANGLE. COORD. DIMS W/ WW MFR. 1" SLAB STEP, TYP. ALL RESIDENTIAL TERRACES, EXCEPT TYPE A UNITS.

MAX 1/2"

9 A5.37

GLAZED ALUMINUM TERRACE DOOR SHEET METAL FLASHING TO MATCH WW GC TO COORDINATE ANY NECESSARY BLOCK-OUT FOR WW CONNECTIONS TO ENSURE A 1/2" MAX STEP @ THRESHOLD WPM-6

ENVELOPE IN CONTRACT DOCUMENTS IS INDICATED DIAGRAMMATIC ONLY AND IS A DELEGATED DESIGN BY OTHERS, INCLUDING ALL ENGINEERING. • ALL WATERPROOFING DETAILS AND WALL CONNECTION TO STRUCTURAL MEMBERS ARE DIAGRAMMATIC ONLY. ASSEMBLY OF EXTERIOR ENVELOPE IS INDICATED AS UNITIZED CONSTRUCTION IN CONTRACT DOCUMENTS HOWEVER MEANS AND METHODS BY CONTRACTOR MAY UTILIZE AN ALTERNATE METHOD OF CONSTRUCTION NOT NOTED IN THESE DOCUMENTS. • FOR UNITIZED CONSTRUCTION REFER TO SPECIFICATION SECTION 092222 (INTEGRATED WALL ASSEMBLIES) • FOR ALL METHODS REFER TO ASSOCIATED SPECIFICATION SECTIONS: 051200, 055000, 072100, 072500, 074245, 076200, 079005, 092216. PER 014339 EXTERIOR ENVELOPE ASSEMBLY TO PARTICIPATE IN ENCLOSURE ASSEMBLY MOCK UP AND IS REQUIRED TO TEST TO, AND MEET OR EXCEED, ALL SPECIFIED TESTING REQUIREMENTS. CONTRACTOR TO PROVIDE DEFERRED SUBMITTAL DOCUMENTATION FOR FINAL EXTERIOR CLADDING, INCLUDING LAYOUT, METHODS, DETAILING, AND ENGINEERING INCLUDING CALCULATIONS FOR REVIEW BY ARCHITECT PRIOR TO SUBMITTAL TO AUTHORITY HAVING JURISDICTION. WINDOW WALL HEAD TRACKS VARY IN SIZE. USE CONDITIONS ILLUSTRATED IN DETAILS TO DETERMINE APPROPRIATE HEAD TRACK SIZE. TRACK DEPTHS INCLUDE 4.5", 6", AND 7".

EXTERIOR

BEVELED WOOD TRIM TO MATCH FLOOR FINISH

•

1 / 2" MAX

1 / 4" MAX INTERIOR

BEVELED WOOD TRIM TO MATCH FLOOR FINISH

UNITIZED CONSTRUCTION

•

1/2" MAX.

BALCONY TYPE 1 (TYPE 3 & 4 SIMILIAR) STANDARD CONSTRUCTION

1 / 4" MAX

1 / 2" MAX

1 / 4" MAX

•

BALCONY DOOR

PREPARED FOR

EXTERIOR ENVELOPE GENERAL NOTE:

3" = 1'-0" | 15/A3.34

3/8"

9 8 A5.36 A5.36

1667 SW TAYLOR ST, PORTLAND, OR 97205

ENTIRE SHEET REVISED

SECTION DETAIL @ EXHAUST VENT

EXTERIOR ENVELOPE, INCLUDING ALL CLADDING DETAILS, HAVE BEEN PROVIDED FOR THE BASIS OF DESIGN ONLY - NOT FOR CONSTRUCTION.

10 ________

1/2"

SIM

SIM.

MIN

SECTION DETAIL @ BALCONY SOFFIT

PREFINISHED SHEET METAL CLEAT CWP (FLAT) AT SOFFIT DUCT EXHAUST WHERE OCCURS PREFINISHED SHEET METAL TRIM BEYOND CWP (FLAT) BEYOND ALUMINUM FRAME WINDOW WALL SYSTEM

9 A5.37

9 A5.37 LVR-4: PREFINISHED GALVANIZED SHEET METAL SLOT VENT

mithun.com

WRB-1

AO, GC

EXTEND WPM-6 ONTO FRAMED WALL, IN A SADDLE, 4" (TYP)

PROJECT TEAM MEMBERS

SD, DFS CHECK

GLASS PANEL

EMBED PLATE & ANCHORS PER STRUCTURAL

ALUMINUM FRAMED GLASS GUARDRAIL - DRM-11

PUMA TRAFFIC COATING OVER CONCRETE SLAB & PREFINISHED SHEET METAL FLASHING

BOTTOM RAIL AND GLASS SHOE NON-CONDUCTIVE MATERIAL TO SEPARATE DIFFERENT METALS ALUMINUM PLATE, BOLT TO MC CHANNEL PROVIDE WEEP HOLE THROUGH STEEL PLATE & ANGLE AT 18" O.C.

PAINT EXPOSED FRAMING BLACK

WEB STIFFENER @ CENTER RAILING POST GALV. STEEL KNIFE PLATE, PAINTED GALV. STEEL ANGLE, PAINTED STANDARD CONSTRUCTION UNITIZED CONSTRUCTION

J-TRIM

PREFINISHED SHEET METAL FLASHING EXTEND WRB-1 ONTO WPM-6

INSUL-3 CWP (FLAT) LVR-4: PREFINISHED GALVANIZED SHEET METAL SLOT VENT WRB-1

GALV. STEEL CHANNEL, PAINTED. GALV. STEEL PLATE, PAINTED. W/ SLIP RESISTANT COATING BALCONY TYPE 1 (TYPE 3 & 4 SIMILIAR) PAINT UNDER SIDE OF STEEL PLATE AND STRUCTURE - TYPICAL

TITLE

16TH AVE BLDG EXTERIOR DETAILS

9 A5.37 SIM. FOAMED IN PLACE INSULATION (R-38 MIN) DUCT EXHAUST WHERE OCCURS GYP SOFFIT - REFER TO RCPs

EXTEND GWB TO SLAB WHERE NO SOFFIT OCCURS

SECTION DETAIL @ BALCONY 3" = 1'-0" | 15/A3.34

BALCONY SEQUENCING DIAGRAM

PROJECT NO.

1528100 DATE

NOVEMBER 13, 2020

CWP (CORRUGATED) ON ZEE FURING INSUL-3 REFER TO GENERAL NOTES FOR DELEGATED UNITIZED WALL PANEL - BASIS OF DESIGN

19 TEXT BOX - 3D - METAL TRIM STUDY

ORIGINAL SHEET SIZE 34" x 44"

Mithun, Inc. Disclaimer

SEATTLE / Pier 56, 1201 Alaskan Way, #200 Seattle, WA 98101 / 206.623.3344

UNITIZED CONSTRUCTION

DIM PER MECHANICAL

J-TRIM

Your use of the attached/enclosed media, shall constitute an acceptance of the above.

WRB-3

A5.36 SHEET NUMBER

GMP-3

UNITIZED WALL SYSTEM DIAGRAM

RE-WORKING THE MODERN WORKPLACE

Renovation office project located in the landmarked Seagram Building AWARDS: International Interior Design Association Award 2017 CLIENT: Centerbridge Partners LOCATION: Midtown Manhattan - New York City SCALE: 20,000 sf STATUS: Completed - April 2016 ROLES & RESPONSIBILITIES: Project Architect »Integral » team member from project win to completion »Built » digital model & prepared presentation drawings, renderings, & program analyses for weekly design meetings »Corresponded » with and presented designs to client »Compiled » construction drawings & coordinated with consultants »Participated » in construction meetings & orchestrated much of the construction administration process through punchlist »Designed » and coordinated both systems & loose furniture, miscellaneous accessories, & office graphics »Prepared » art presentations & coordinated with commissioned artist, Spencer Finch, to render the proposed art installation

PROJECT TIME LINE

CONCEPTUAL DESIGN

SCHEMATIC DESIGN

DESIGN DEVELOPMENT

Apr 2015

May 2015

June 2015

CONSTRUCTION CONSTRUCTION DOCUMENTATION ADMINISTRATION Aug 2015

Oct 2015

CLIENT MOVE IN

Apr 2016

TEAM: Rick Bilski - Partner Greg Weber - Director Maggie Osial - Arch II Nilay Akbas - Arch I

“I don’t want to be interesting. I want to be good.” -Ludwig Mies van der Rohe

TRADING FLOOR

PRIVATE OFFICES

BOARDROOM

existing LEVEL 12 existing LEVEL 11

CENTERBRIDGE PARTNERS existing space

VACANT SPACE

13 12

CENTERBRIDGE PARTNERS

375 PARK AVENUE

CONCEPTUAL DIAGRAM

CENTERBRIDGE PARTNERS conceptual design CD

CONCEPTUAL RENDERING

PROGRAM DIAGRAM

CENTERBRIDGE PARTNERS schematic design SD

LEVEL 11

LEVEL 12

N scale 1’-0” = 1/32”

CENTERBRIDGE PARTNERS design development DD

LEVEL 11

LEVEL 12

3 4 2 1

N scale 1’-0” = 1/64”

CENTERBRIDGE PARTNERS construction documentation CD

scale: 1’-0”=1/6”

scale: 1’-0”=1/12”

CENTERBRIDGE PARTNERS construction administration CA

CENTERBRIDGE PARTNERS renovated space

SPENCER FINCH TOP “Following Nature” - Indianapolis Museum of Art BOTTOM artist’s site survey

CENTERBRIDGE PARTNERS commissioned art installation

SANATORIUM FOR TOPOPHOBICS RECIPIENT of Pella Prize for Excellence in Undergraduate Thesis An exploration into the articulation of boundary & its effect on the creation of place

nclosure is articulated by the mark of a boundary both tangible or intangible. Architects are responsible for domesticating space relative to boundary. The boundary not only bounds the physical limits of a body, but reveals… how is the floor on which we walk; how is the wall and the door through which we pass; how is the horizon at which we gaze; and how is the sky that hovers above our head. As Heidegger says, “A boundary is not that at which something stops, but as the Greeks recognized, the boundary is that, from which something begins its presencing.”

modern culture. This culture is thought to be the cause of fears, anxieties, and phobias that are intimately associated to the altering of familiar places.

With a focus in exploring the articulation of boundary and its effect on the creation of place, this Sanatorium for Topophobics (those who fear certain places) provides an environment for dwelling. I have created two retreats: one for an agoraphobic woman where the boundary is defined by floor, wall, and ceiling, and one for a claustrophobic man where the boundary extends to the ground, horizon, and sky. The essence of space differs greatly as a result of the treatment In turn, this boundary makes for a spatial condition as either of its space-defining elements. This essence is defined by an continuous or discontinuous. Through this exploration, I aggregate of such elements as threshold, structure, material, have investigated how the articulation of this boundary may siting, and movement. respond to an occupant’s warped perception on their respective spaces. Through this challenge, I have strived to create spatially The purpose of architecture is to create a dwelling by therapeutic environments through appropriately articulating constructing a setting in which one knows their place in the idea of boundary relative to each occupants specific needs, the world. A place is thought of as a space with a distinct and re-establishing the genius loci. character, and that character has been challenged through the breaking and remaking of boundaries inherent in the evolving

outWARD FOCUSED SPACE

inWARD FOCUSED SPACE ADVISOR: Hilary Bryon & Chris Pritchett YEAR: 5th year // 2013-2014 DURATION: 9 months

THESIS a statement, theory, or question that is put forward and used as a means of establishing a position on a specific subject origin: Greek ‘placing, a proposition’

SANCTUARY FOR THE CLAUSTROPHOBIC MAN L

ofted on a mountain over the metropolis of Los Angeles, the claustrophobic man rests in a pavilion that rises above the natural landscape. Inhabiting the space existing between two horizontal parallel planes, the floor and roof, the man observes the expanse of the landscape without constraint. The two tapered planes converge in ...He is reminded that he perspective, drawing inhabits space larger than his eye to the edge where he then sees any tangible room... the boundary of the distant horizon. A light shelf separates him from the roof, insinuating that only a single plane separates him from the sky. He is reminded that he inhabits space larger than any tangible room. It is sublime. He cannot distinguish what’s interior or exterior by the separation of structure and enclosure. He maneuvers through staggered spaces that seamlessly blend with an exterior terrace. The envelope of the room appears as a variable - relieving the stress of being enclosed. Eradicating the act of opening and closing space, the bi-folding doors become a series of planes through which the man circulates. Space is continuous. It pushes the boundaries beyond that of the physical architecture. The man can dwell.

CLAUSTROphobia

Lofted on a mountain over the metropolis of Los Angeles, the claustrophobic man rests in a pavilion that rises above the natural landscape....

...Inhabiting the space existing between two horizontal parallel planes, the floor and roof, the man observes the expanse of the landscape without constraint...

scale 1’-0”=1/2”

CLAUSTROphobia

inhabiting the space between two parallel planes

staggered spaces

vertical windows & doors

CLAUSTR

C MA OB I N

rising autonomously on pilotis

removing the corners

light shelf creating an illusion of a floating roof

separation of structure & enclosure tapered planes drawing the eye to the edge

OPH

...The two tapered planes converge in perspective, drawing his eye to the edge where he then sees the boundary of the distant horizon...

...A light shelf separates him from the roof, insinuating that only a single plane separates him from the sky. He is reminded that he inhabits space larger than any tangible room. It is sublime.

CLAUSTROphobia

scale 1’-0”=3/16”

...He cannot distinguish what’s interior or exterior by the separation of structure and enclosure. He maneuvers through staggered spaces that seamlessly blend with an exterior terrace...

CLAUSTROphobia

scale 1’-0” = 3/16” N

...The envelope of the room appears as a variable - relieving the stress of being enclosed...

“dwelling means to be at peace in a protected place” NORBERG-SCHULZ Genius Loci - Towards a Phenomenology of Architecture

...Eradicating the act of opening and closing space, the bi-folding doors become a series of planes through which the man circulates...

CLAUSTROphobia

...Space is continuous. It pushes the boundaries beyond that of the physical architecture. THE MAN CAN DWELL.

ASYLUM FOR THE AGORAPHOBIC WOMAN S

ituated in the earth, the agoraphobic woman rests in a unit within a collective of other units fostering women suffering similar anxieties, also known as the “housewife’s disease”. She finds comfort in the presence of others and feels protected by the mass of the earth. ...she is reassured of the Inhabiting a space that exists within six boundaries of the space planes (walls, floor, in which she inhabits.. and ceiling), she is reassured of the boundaries of the space in which she inhabits. Structure and enclosure strike a bold line marking a defined threshold. The perimeter shelf, scaled to her petite stature, allows for her to receive ample daylight through the clerestory level. The height of the ceiling emphasizes the space within. The room becomes inward focused. She maneuvers through pivot doors; she is folded into the space. She finds herself occupying a series of small static spaces within one bounded room. Horizontal windows prohibit physical passage and are only to be traversed by her gaze. The woman can peacefully inhabit this room where the boundary is explicitly articulated as wall, floor, and ceiling. The woman can dwell.

AGORAphobia

inward focused

AGORA PH O

load-bearing walls; structure & enclosure conjunctively striking a boundary

light shelf scaling the space to the occupant

OMAN W BIC rough Cor-ten steel exterior; heavy roman brick interior

inhabiting the space that exists within 6 planes (walls, floor & ceiling)

inhabiting the mass of the earth amongst a collective of others

pivot doors

AGORAphobia

horizontal windows only traversed by gaze

AGORAphobia

Situated in the earth, the agoraphobic woman rests in a unit within a collective of other units fostering women suffering similar anxieties, also known as the “housewife’s disease”...

...She finds comfort in the presence of others and feels protected by the mass of the earth...

scale 1’-0” = 3/16”

AGORAphobia

...Inhabiting a space that exists within six planes (walls, floor, and ceiling), she is reassured of the boundaries of the space in which she inhabits...

...Structure and enclosure strike a bold line marking a defined threshold...

N scale 1’-0” = 3/16”

AGORAphobia

...The perimeter shelf, scaled to her petite stature, allows for her to receive ample daylight through the clerestory level. The height of the ceiling emphasizes the space within. The room becomes inward focused...

scale 1’-0” = 1/2”

GENIUS LOCI the protective spirit of a place

...She maneuvers through pivot doors; she is folded into the space. She finds herself occupying a series of small static spaces within one bounded room...

AGORAphobia

...Horizontal windows prohibit physical passage and are only to be traversed by her gaze. The woman can peacefully inhabit this room where the boundary is explicitly articulated as wall, floor, and ceiling. THE WOMAN CAN DWELL.

VOLUNTEER

Sawhorse Revolution 2017-2019 Make-A-Wish 2014

VIVALDI HOUSE

Sawhorse Revolution Design Mentor Volunteer 2017-2018

Sawhorse Revolution is a Seattle based non-profit that serves high school students primarily in Central and South Seattle. Their mission is to help foster confident, community-oriented youth through the power of carpentry and craft. As a mentor, I have particiated in after school programs with students from Franklin High School in the Mount Baker neighborhood of Seattle. In the first semester, the volunteers mentor the students on the principles of design. The students learn how to manifest their ideas through various drawing conventions and handmade models. By the end of the semester, the students have collectively designed a tiny house. The next semester the team reconvenes to build the tiny house in partnership with a volunteer contracting firm. Once the tiny house is complete, it is donated to one of the tiny house villages in the city of Seattle. The goal of this program is to help the students think outside the realm of their typical curriculum, get hands on experience, and see their ideas come to life.

VOLUNTEER

FIREWEED HOUSE

Sawhorse Revolution Design Mentor Volunteer 2018-2019

VOLUNTEER

MAKE-A-WISH ‘Eli’s Escape’ - Treehouse Project

VOLUNTEER

I am an architect who is blessed with the opportunity to pursue my dream. A dream that started as a young girl making houses for lady bugs out of cereal boxes in the backyard of my suburban Chicago home. My exposure to Chicago growing up perpetuated my evolving passion and admiration for architecture. While I have grappled over the years as to what architecture IS to me, I continually attempt to put it into words. Architecture is a dream; a dream in the sense that it is a collection of abstract thoughts where you wake up with only a sentiment, an idea, or a concept. That is where it all starts. Architecture then becomes the endeavor to manifest that ineffable experience through tangible means of space and material.

WHO AM I?

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MAGGIECIACCIO maggie.ciaccio@gmail.com (630) 303 - 4223