Portfolio - Dec 2023 by Buddy Burkhalter

BUDDY BURKHALTER design portfolio

BUDDY BURK H A LTER

buddyburkhalter @ gmail.com | 5 1 2 . 7 0 5 . 9 5 1 3 | P h i l a d e l p h i a , PA 1 9 1 2 5

SU M M ARY

Licensed Architect with 8 years professional experience in building and sustainable design with an additional 3 years of experience in environmental statistics. Thoughtful problem solver with background in technical drawing and coordination for academic, S&T, residential, and civic projects both new construction and renovation. Seeking impactful design, research, and advocacy opportunities to improve environmental, economic, and social sustainability within the built environment through solutions that reduce the adverse ecological effects of building design and construction.

WO RK EX P ER IEN C E

Project Architect / Project Manager Bright Common / Philadelphia, PA

A I A , L E E D AP BD+C, L FA

• • • •

Manage project schedules, review contracts, and act as primary client contact for small mixed-use residential and single-family projects. Lead technical design, construction detailing, and engineering coordination to meet Phius Building Standards and reduce embodied carbon of materials. Analyze environmental building data (energy modeling and embodied carbon accounting for assemblies and WBLCA) for mixed-use and commercial projects. Prepare and manage zoning and building permit applications for Philly L&I.

Project Architect Perkins&Will / Washington DC • • • •

• • •

•

01/2018 - 07/2018, 7 months 01/2017 - 12/2017, 1 year

Project BIM manager and primary draftsperson of exterior envelope. Led daylight analysis and championed sustainability goals that resulted in the successful design integration of skylights in all existing and new classrooms. Contributed to planning and massing design concepts using drawings and renderings for civic and cultural international competitions and commissions.

Environmental Statistician ToxStrategies / Austin, TX •

07/2018 - 08/2020, 2 years

Developed technical documentation of educational and civic projects for new construction and renovation independently and within a team. Led design meetings for interior architectural systems for 170k sf lab building. Coordinated LEED certification, structural, and MEPFP systems among consultants Researched building codes and accessibility standards to conform design to egress and fire separation requirements across for new and existing construction.

Architectural Staff Mahlum Architects / Seattle, WA Dorte Mandrup Arkitekter / Copenhagen, DK • •

08/2020 - 02/2023, 2.5 years

Directed sustainability, structural, MEPFP systems, and BIM coordination for 200k sf university building and NIH healthcare housing renovation and expansion. Led design, documentation, and technical coordination for 1,500 seat theater and stage, including reviewing base and alternate construction bids. Created and presented design and technical solutions to leadership and clients. Championed office-wide sustainability design goals and tracked LEED certification for higher education, science/technology, and hospitality projects.

Architect KieranTimberlake / Philadelphia, PA •

Since 02/2023, 11 months

06/2009 - 06/2012, 3 years

Conducted statistical modeling to link potential carcinogen exposure and adverse health effects among vulnerable population groups. Estimated dioxin-like compound reference ranges of dietary intake across US government databases to determine toxicological impact in the US food system.

L i n ke d I n : lin kedin .com/in/buddy-bur khalter

E DU CAT IO N

Po r t fo l i o : i ssu u . co m / b u d dy b u r k h a l t e r / d o c s

M. Arch, Master of Architecture University of Washington, Seattle, WA M. Stat, Master of Statistics Rice University, Houston, TX BA, Classics and BA, Mathematics University of Texas at Austin

2016 2009 2008

SE LE CT ED S K IL L S

Design / Environmental, economic, & social sustainability • Engineering & interdisciplinary coordination • Construction detailing & documentation • Analytical & adaptable problem solving • Zoning & Permitting • Code compliance Digital / Revit • Rhino • AutoCAD • Adobe CS • Bluebeam • MS Office Environmental Performance / Tally • EC3 • Sefaira • One Click LCA • WUFI Passive Statistics / R for Statistical Computing • Environmental risk analysis • Peer Review

SE LE CT ED P R O J E C T S

The Bulletin Building in Schuylkill Yards • 2022 AIA Pennsylvania Merit Award • 2022 AIA Philadelphia Honor Award Bowie State Univ - Comm Arts and Humanities Building • 2022 AIADC Unbuilt Awards Honorable Mention University of Toronto - Centre for Medicinal Chemistry • Pursuing LEED Gold Carnegie Mellon Univ - New Engineering Hall • Pursuing LEED Gold Trilateral Wadden Sea Centre • Tracking net zero energy

SE LE CT ED AWARD S

2021 2018 2018 2017 2016

A F FILIATIO N S

International Living Future Member Perkins&Will LGBTQ+ Affinity Group AIA Philly Committee on the Env (COTE) Green Building United

RE SE AR CH & TEAC H I N G

2021 2021 2020 2016 2013

I NT ERE S TS

KieranTimberlake

Perkins&Will KieranTimberlake KieranTimberlake Dorte Mandrup Arkitekter

Phil Freelon Design Competition, Shortlist AIA Emerging Professional Exhibit AIA/ACSA COTE Top Ten for Students UW M.Arch Thesis Citation Award ACSA Timber in the City, First Place Since 2022 2020 - 2023 Since 2019 Since 2018

Perkins&Will Innovation Incubator, Zero Waste Office Research Proposal AIA Philly COTE, Introducing the New DDx and Analyzing Your Portfolio AIA Philly Pro Con, Best Practices and Tools for Reaching 2030 Targets Graduate Advisor, ARCH 506 Graduate Studio: Afghan Boarding School University of Washington, College of Built Environments Graduate Researcher, Natural ventilation in existing university buildings University of Washington, College of Built Environments

Design / Building and construction renovation and reuse • Climate adaptability and resilience • Data Visualization • Intersectional environmentalism • LCA research and tools • Reduction and regeneration of operational resources Other / Karaoke • Hiking • Museums • Photography • Puzzles • Tennis • Volleyball

CONTENTS TECHN I C A L D E S I GN + C OO RDI NATI O N

S CHEMAT I C D E S I GN + V I S UAL I ZATI O N

EX T E R I OR + I N T E R I O R DETAI L I NG

EN VIR ON ME N TA L BU I L D I NG ANALYSI S

MLK JR. C om m unica ti o n Ar ts Bu ilding T h e C h il d ren’s Inn Renova ti on an d E xpans ion Kensing ton C orr idor Mixed- Us e Pas s ive Duplex

Wa d d en Sea Pa r tn er s hip Cen tr e D esi gn Competitions

C entre for Med icin al Ch emis tr y New Mec ha nica l Eng in eer in g Buildin g Bull etin Bui lding Renovation

Volunteer E f for ts D ayli g ht A na l ysi s - Puyallup Elemen tar y Op era tiona l a nd Embodied Car bon

Link to full resolution above

MLK JR. COMMUNICATION ARTS BUILDING Bowie, MD Perkins&Will, Project Architect, 2020-2023 Design Development + Construction Documentation Higher Education / New Construction Pursuing LEED Gold 2022 AIA DC Unbuilt Awards Honorable Mention

The new MLK Jr Communications Arts Building will contain multiple departments and programs that are currently accommodated within the existing Martin King Jr. (MLK) Center, which will be demolished. Project objectives include providing state-of-the art flexible and collaborative learning environments; specialized media production facilities, and departmental learning resources; faculty and administrative space to support interdisciplinary activity; and a 1500-seat assembly/auditorium space. Visual and spatial campus connections are emphasized through the placement of entries, relationships between interior and exterior landscapes, and especially through significant features including the north entry plaza and south courtyard amphitheater and the building inflection points of entry, interaction and exchange. The 1500-seat auditorium is the featured architectural element at the south end of the building. The façade of the auditorium continues the patterning and movement of the typical façade with adjustments in scale, scope, and openings based on the sound wave pattern of Martin Luther King’s acceptance speech on the occasion of receiving the award of the Nobel Peace Prize in December 1964. I directed sustainability, structural, MEP/FP, and BIM coordination for the building. Additionally I led the design, documentation, and technical coordination for 1,500 seat theater and stage, including reviewing base and alternate construction bids.

vision diagram

courtyard and north entry (collaboration with team at Perkins&Will)

elevation concept and design

REPLACE

theater and auditorium (collaboration with team at Perkins&Will)

THE CHILDREN’S INN RENOVATION & ADDITION Betheseda, MD Perkins&Will, Project Architect, 2022-2023 Schematic Design + Design Development Hospitality / New Construction + Renovation Pursuing LEED Silver and WELL Silver

The Children’s Inn is a nonprofit organization that provides temporary housing children and their families who are undergoing medical treatment at the National Institutes of Health (NIH). The Children’s Inn currently consists of two existing adjoining buildings (Buildings 62 and 62A) providing a total of 60 guest rooms, office and meeting spaces, common spaces, and kitchens. The Children’s Inn has commenced a master plan of the existing facilities and a vision of a new scope of work for improved exterior site work, renovation of existing interior spaces, and a new building addition. The renovations to existing buildings will address program deficiencies, finish and fixture upgrades to common areas and guest room, and failing building infrastructure. The renovations will include new open plan office space, private offices, meeting rooms, break rooms on the first level. The main three-story great room will be updated, to incorporate a new living room on level two. The proposed 14,900 square foot, two-story Expansion (Building 62B) will connect to the existing buildings at both levels creates an interior courtyard with planting and trees. The addition will include an a new main lobby/entry, private offices, 10 guest suites, communal kitchen and dining room, laundry, elevator and MEP rooms. In attempt to achieve an optimal environment for serving diverse families with weakened immune systems and provide a place for comfort and healing, the design prioritized strategies that focus on optimizing health and well-being through air and water quality, 04. ARCHITECTURAL BASIS DESIGN NARRATIVE material selections, and OF Universal Design principals.

site diagram Fig.04D-3 Site Plan highlighting main architectural features

ARCHITECTURAL MASSING The Children’s Inn is an integral part of the National Institutes of Health campus for children and their families traveling near and far to participate in life-changing clinical research. The architectural massing for the new expansion, Building 62B, mimics the residential architectural language of the existing building shed-style roofs while creating a new and complimentary architectural expression for the primary entrance volume. The new building creates a distinct focal point at the east side of the site adjacent to the parking lot and site entry. By creating this new expression, the Inn will have a fresh, new appearance that acts as a wayfinding device for visitors and staff alike.

aerial view and new entry at expansion (collaboration with team at Perkins&Will)

discussions with the staff, Board, and visiting families of The Children’s Inn, the concept evolved to focus on transforming The Children’s Inn by improving access to care, enhancing comfort and safety, and facilitating a refined guest experience. The architectural and interior design of the proposal, supports this mission through enhanced spaces, connection to nature, materials, and character to create a welcoming, accessible, and sustainable “place like home”.

SITE RES

With lim 62B just relocatio sequenc the Exist building entrance

04. ARCHITECTURAL BASISNARRATIVE OF DESIGN NARRATIVE 4. ARCHITECTURAL BASIS OF DESIGN

PRIORITY 3&/OR – SUSTAINABLE &/OR ENERGY EFFICIENCY STRATEGIES RIORITY 3 – SUSTAINABLE ENERGY EFFICIENCY STRATEGIES

Through design of The Inn,energy an incremental energy intensitygoal (EUI) reduction hrough the design of Thethe Children’s Inn, anChildren’s incremental use intensity (EUI)use reduction is an 80% goal is an 80% reduction overbaseline the 2003database CBECS baseline database required Institute by the American Institute of eduction over the 2003 CBECS of building stock, of asbuilding requiredstock, by theasAmerican of Architects 2030 Commitment. Much of the design community the AIA 2030 rchitects 2030 Commitment. Much of the design community has used the AIA has 2030used Commitment as aCommitment as a stickdesign to pushtoward building design toward carbon easuring stick tomeasuring push building carbon neutrality by the neutrality by the year 2030. The savings of will the new building will be attributed primarilybuilding to an optimized ear 2030. The energy savings ofenergy the new building be attributed primarily to an optimized envelopebuilding envelope thatwith is well insulated with glazing against that is protected solarwith heatoptimized gain, along with optimized mechanical hat is well insulated glazing that is protected solar heatagainst gain, along mechanical systems. The building’s lighting usethrough will be reduced through daylight harvesting and highly efficient LED fixtures. ystems. The building’s lighting use will be reduced daylight harvesting and highly efficient LED fixtures. The evaluate design team will evaluate strategies to reduce the existing andonnew loadsas onwell. the building, as well. he design team will strategies to reduce the existing and new plug loads theplug building,

04. ARCHITECTURAL BASIS OF DESIGN NARRATIVE

The exist in their c access to building.

The water use of reduction target of 40% codethrough will be achieved theand useflush of low-flow and flush he water use reduction target 40% beyond code will beyond be achieved the use ofthrough low-flow fixtures in new and and existing kitchensThe andexisting restrooms. The existing system will be maintained while the xtures in new and existing kitchens restrooms. irrigation system irrigation will be maintained while the newly established landscaping will aid in reduction in irrigation demand. This may be achieved ewly established landscaping will aid in reduction in irrigation demand. This may be achieved the use of native the use of native and adaptive species dual drip and low-pressure irrigation. Any new construction nd adaptive plant species andplant dual drip andand low-pressure irrigation. Any new construction will use low solarwill use low solar reflectance to aidofinthe theheat lessening the heat effecta while providing a beautiful eflectance materials to aid inmaterials the lessening islandofeffect whileisland providing beautiful and natural placeand natural place of respite for children respite for children and their families.and their families.

PRIORITY 2 – WELL & LEED SYNERGIES

04. ARCHITECTURAL BASIS OF DESIGN NARRATIVE

The perform design team will perform Cyclefor Analysis to look ways to reduce the embodied he design team will Life Cycle AnalysisLife to look practical waysfor to practical reduce the embodied carbon of the carbon of the building and discuss strategies with Inn and National Institutes of Health. uilding and discuss strategies with The Children’s InnThe andChildren’s National Institutes of Health.

Finding synergies between a sustainable and wellness rating system is crucial for a facility such as The Children Inn, which caters to sick children and their families. While optimal air quality and a focus on materials is a highl of both the LEED and WELL rating systems, other benefits include the focus on restorative and biophilic spaces

Fig.04D-1 Concept Diagrams

It is increasingly recognized that mental health is a critical component of human health. Addressing this compl relationship through the design of the built environment is vital for the physical and social well-being of both children and adults alike. To improve the cognitive and emotional health of those visiting and staying in The Children’s and to reducethe the impact on chronic the design employ several strategies su With limited available land to develop The Children’s InnInn, expansion, design teamdiseases, will locate the team newwill Building as provisions for both restorative and communal spaces, access to nature, color schemes proven to reduce stre 62B just south of Building 62 to preserve as much of the existing playscape as possible. This results in the and whimsical touches, access to creative and varied play for children, and areas of respite for families. The relocation of the existing sport court to the northwest side of the allowing vehicular arrivalthe immersion of the healing power of nature andproperty its impact onwhile the body and mind isthe readily apparent through expansion around healing garden andbe surrounding greenspace. sequence at the east to be improved upon. Additionally, thethe expansion will configured in a U-shape east of

SITE RESPONSE

PRIORITY 4 – OCCUPANTHEALTH PREVENTATIVE PRIORITY 4 – OCCUPANT PREVENTATIVE IMPACTSHEALTH IMPACTS

Children’s Inn addresses help occupants feel of safe in the or surge of local a storm or other local stresses. The Children’s InnThe addresses strategies to helpstrategies occupantsto feel safe in the surge a storm other stresses. Due toannual climaterainfall change, annual rainfall is predicted to drastically increase in in the the coming Northeast in the coming years. Due to climate change, is predicted to drastically increase in the Northeast years. With the installation of backup generators and onsite food storage, guests can ride out storms With the installation of backup generators and onsite food storage, guests can ride out storms without fear of without fear of losing daily necessities. Storage the Caverns will become consolidated allow guests to shelter-in-place. osing daily necessities. Storage in the Caverns willinbecome consolidated to allow guests totoshelter-in-place. Access to other provisions, restroomsand andother appliances, andto other to calm Access to other provisions, such as restroomssuch andas appliances, measures calmmeasures children, will be children, will be discussed with the Children’s Inn as the design progresses. As Bethesda becomes more prone to flooding the site discussed with the Children’s Inn as the design progresses. As Bethesda becomes more prone to flooding the site will be designed to increase absorption ofto stormwater and to flow of water away will be designed to increase perviousness andperviousness absorption ofand stormwater and direct the flow ofdirect waterthe away rom the building.from the building.

PRIORITY 1 – OPTIMIZE HEALTH AND WELLBEING

the Existing Building 62A to create a beautiful courtyard between the the existing and new buildings. Theofnew While more space lively spaces are available, design will ensure acoustical separation quiet versus active space optimizing spaces for exhausted guests. To truly aide someone in their living environment, the building now houses the primary entrance and atruly new porte restorative cochere/dropoff and canopy connects the new main communal kitchen and eating areas are places for guest to find reprieve and healing through guest interaction entrance to the existing entrance. with each other as they experience similar challenges and successes through their journey at the National

Institutes of Health. Each kitchen provides ample refrigeration and pantry space for guests. Daily needs are m To provide spaces for guests with compromised immune systems, the design team will focus on optimal air The existing service supportunits areas for the facility accessed fromavailable. the north of the and willresident remain throughare the numerous programs Trulyside the beauty and site comfort of the living space is tailored quality to reduce the entrance of toxicants in interior spaces. The Children’s Inn and new mechanical will use robust and holistic health. Theseon interventions have the potential to positively impact aggressive air filtration measures to remove variousin size air particulates, filters mayAbenew installed to reducepedestrian the their current UV location. covered, bridge will be located the south side of the building for easetheofwell-being of the families at The Children’s Inn. risk of harmful bacterial growth, walk-off mats will be located at all entrances to reduce outdoor debris, and access to the NIH campus. The existing playscape and walking paths will remain mostly as-is on the north side of the dedicated exhaust will be placed in all spaces that could jeopardize air quality. Similarly, the design team may consult an industrial hygienist to analyze water samples for potential contaminants. Should water contaminants building. be found for any water used for consumption advanced water filtration, such as reverse osmosis & UV sterilized filtration can be installed should particulates, coliforms, and harsh municipal water additives be found.

PRIORITYDESIGN 5 – UNIVERSAL DESIGN PRINICIPALS ORITY 5 – UNIVERSAL PRINICIPALS

many families comeoffrom a diversitycultures, of background, with anconditions, array of medical many families As come from a diversity background, and withcultures, an arrayand of medical it is conditions, it is important to implement universal design principals. The focus designonteam will all focus on making all spaces equitable, ortant to implement universal design principals. The design team will making spaces equitable, Fig.04D-1 Concept Diagrams flexible, simple intuitive. The design will any necessary information to the users, ible, simple and intuitive. Theand design will communicate anycommunicate necessary information effectively to the effectively users, condition ot sensory abilities. Elements will beand arranged, and spaced to minimize potential ardless of theirregardless condition of ottheir sensory abilities. Elements will be arranged, sized, spacedsized, to minimize potential or fatigue thenot guests, andextraneous will not require effort to utilize the spaces. All guests will be able ards or fatiguehazards to the guests, andtowill require effortextraneous to utilize the spaces. All guests will be able to approach, reach, manipulate, use all spaces regardless of the child or mobility condition. The design pproach, reach, manipulate, and use all spacesand regardless of the child or adults mobility oradults condition. The or design inclusive all cultures thatChildren's may stayInn at the any period of time. be inclusive ofwill allbe cultures thatofmay stay at the for Children's any periodInn of for time.

Large volume building materials in the new and renovated portions of the building will be evaluated to reduce their VOC emissions and material makeup, thereby avoiding harmful toxicants that are prevalent in building materials. To verify the air quality of the space, tests will be performed, and any remaining impurities flushed.

Biophilia

04-1

The Children’s Inn Renovation and Expansion Schematic Design The Children’s Inn Renovation and Expansion Schematic Design 04-1 04-2

PERKINS&WILL

ALPHA CORPORATION

AFFLIATED ENGINEERS, INC

CARROLL ENGINEERING, INC.

STANTON ENGINEERING

SaLUt

Daylight and Views

Acoustics

PRIORITY 2 – W

Finding synerg Inn, which cat The Children’s Inn Renovation and Expansion Schematic Design 04-1 of both the LE CONVERGENT DESIGN TECHNOLOGIES

HARTRANFT LIGHTING WHITLOCK, DALRYMPLE, POST MYHAN RYKIEL LERCH,BATES N

It is increasing relationship th children and a Children’s Inn, as provisions f and whimsical healing power expansion aro

04. ARCHITECTURAL BASIS OF DESIGN NARRATIVE

TECTURAL BASIS OF DESIGN NARRATIVE

F DESIGN NARRATIVE

04. ARCHITECTURAL BASIS OF DESIGN NARRATIVE

NEW INTERIOR COURTYARD PRIORITY 2 – WELL & LEED SYNERGIES INFILL AT EXISTING BUILDING 62 LIVING ROOM The U-shaped floor plan of the expansion, Building 62B, creates a central garden space between the existing PRIORITY 2 – WELL & LEED SYNERGIES Finding synergies between a sustainable and wellness rating system is crucial for a facility such as The Children’s Building 62A to the east and the expansion to the west, north, and south. Glazing along the perimeter of the On the second floor of Building 62, the two-story will be altered provide a larger useable space at Inn, which caters to sickexisting children and their families.space While optimal air quality and ato focus on materials is a highlight courtyard allows a biophilic connection for the guests andsynergies employees, natural lightrating into theisinteriors. To such as Thethe both therailing LEED andwill WELLbe rating systems, other benefits include the focus on restorative and biophilicExisting spaces. stair finishes 2nd floor. Glass andofmetal provided at the perimeter of 2nd floor opening. Finding between afilters sustainable and wellness system crucial for a facility Children’s Inn, which to sick children andfrit theirpattern families. While optimal air quality design. and a focus on materialsand is a highlight mitigate against heat gain, the glazing on the west façade willcaters have a ceramic with a gradient railing will be replaced with new. The useable program space will be extended towards the back with a small It is increasingly recognized that mental health is a critical component of human health. Addressing this complex of both the LEED and WELL rating systems, other benefits include the focus on restorative and biophilic spaces. The courtyard is designed to be use as programmable space such as outdoor learning, art classes, or structured one-story rectangular structure housing the new andis vital toyfor car on of grade relationship through the design of theplayroom built environment thegarage. physical andNew social slab well-being both will be provided children and adults alike. To improve the cognitive and emotional health of those visiting and staying in The It is increasingly recognized that mental health is a critical component of human health. Addressing this complex play. Furthermore, given adjacency of the courtyard to 2the covered porch of the existing Building 62A, plays or over the backfilled areaChildren’s within Inn, theand former patio on the east side. This outdoor terrace space will be landscaped PRIORITY – WELL & LEED SYNERGIES to reduce the impact on chronic diseases, the design team will employ several strategies such relationship through the design of the built environment is vital for the physical and social well-being of both presentations could also occur. The east building ofchildren the expansion back at theand upper level creating an and staying inand as provisions for both restorative and communal access04E. to nature, color schemes proven to reduce stress outdoor furnishings and a firespaces, pit. See Interior Design Narrative for more and adults alike.steps To improve the cognitive emotional health of those visiting The paved and will include and whimsical touches, access to creative and varied play for children, and areas of respite for families. The Inn, and to reduce the impact on chronic diseases, the design team will employ several strategies unoccupiable green roof for to provide a relief in the Children’s massing. information about the new spaces created. Finding synergies between a sustainable and wellness rating system is crucial for a facility such assuch The Children’s healing power of nature and its impact on the body and mind is readily apparent through the immersion of the

PRIORITY 1 – OPTIMIZE HEALTH AND WELLBEING project vision and sustainability priorities as provisions for both restorative and communal spaces, access to nature, color schemes proven to reduce stress

Inn, which caters totouches, sick children and theirand families. While optimaland airareas quality and afor focus on materials is a highlight and whimsical access to creative varied play for children, of respite families. The

expansion around the healing garden and surrounding greenspace.

of both the LEED and WELL rating systems, other benefits include the focus on restorative and biophilic spaces. To provide spaces for guests with compromised immune systems, the design team will focus on optimal air It is increasingly recognized that mental health is a critical component of human health. Addressing this complex quality to reduce the entrance of toxicants in interior spaces. The Children’s Inn new mechanical units will use relationship through the design of the built environment is vital for the physical and social well-being of both children and adults alike. To improve the cognitive and emotional health of those visiting and staying in The aggressive air filtration remove various size air particulates, UV filters may be installed to reduce the Children’s Inn, andmeasures to reduce the impactto on chronic diseases, the design team will employ several strategies such provisions for both restorative and communal spaces, access to nature, color schemes proven to reduce stress risk of harmful asand bacterial growth, walk-off mats will be oflocated at The all entrances to reduce outdoor debris, and whimsical touches, access to creative and varied play for children, and areas respite for families. healing power of nature and its impact on the body and mind is readily apparent through the immersion of the expansion around the healing garden and greenspace. dedicated exhaust will be placed in surrounding all spaces that could jeopardize air quality. Similarly, the design team may consult an industrial to analyze water samples forversus potential While morehygienist lively spaces are available, the design will ensure acoustical separation of quiet active spaces, contaminants. Should water contaminants truly optimizing restorative spaces for exhausted guests. To truly aide someone in their living environment, the WELLBEING communal kitchenused and eatingfor areas are places for guest to find reprieve and healing through guest interaction be found for any water consumption advanced water filtration, such as reverse osmosis & UV sterilized with each other as they experience similar challenges and successes through their journey at the National Institutes of Health. Each kitchen provides ample refrigeration and pantry space for guests. Daily needs aremunicipal met promised immune systems, the design team will focus on optimal air can be filtration installed should particulates, coliforms, and harsh water additives be found. through the numerous programs available. Truly the beauty and comfort of the resident living space is tailored to ants in interior spaces. The Children’s Inn new mechanical units will use healing power of nature and its impact on the body and mind is readily apparent through the immersion of the expansion around the healing garden and surrounding greenspace.

– OPTIMIZE HEALTH AND WELLBEING

paces for guests with compromised immune systems, the design team will focus on optimal air duce the entrance of toxicants in interior spaces. The Children’s Inn new mechanical units will use ir filtration measures to remove various size air particulates, UV filters may be installed to reduce the ul bacterial growth, walk-off mats will be located at all entrances to reduce outdoor debris, and haust will be placed in all spaces that could jeopardize air quality. Similarly, the design team may dustrial hygienist to analyze water samples for potential contaminants. Should water contaminants any water used for consumption advanced water filtration, such as reverse osmosis & UV sterilized be installed should particulates, coliforms, and harsh municipal water additives be found.

e building materials in the new and renovated portions of the building will be evaluated to reduce missions and material makeup, thereby avoiding harmful toxicants that are prevalent in building o verify the air quality of the space, tests will be performed, and any remaining impurities flushed.

move various size air particulates, UV filters may be installed to reduce the off mats will be located at all entrances to reduce outdoor debris, and spaces that could jeopardize air quality. Similarly, the design team may ze water samples for potential contaminants. Should water contaminants mption advanced water filtration, such as reverse osmosis & UV sterilized culates, coliforms, and harsh municipal water additives be found.

While more lively spaces are available, the design will ensure acoustical separation of quiet versus active spaces, truly optimizing restorative spaces for exhausted guests. To truly aide someone in their living environment, the communal kitchen and eating areas are places for guest to find reprieve and healing through guest interaction with each other as they experience similar challenges and successes through their journey at the National Institutes of Health. Each kitchen provides ample refrigeration and pantry space for guests. Daily needs are met through the numerous programs available. Truly the beauty and comfort of the resident living space is tailored to robust and holistic health. These interventions have the potential to positively impact the well-being of the families at The Children’s Inn.

1 –available, OPTIMIZE ANDensure WELLBEING While more livelyPRIORITY spaces are theHEALTH design will acoustical separation of quiet versus active spaces, truly optimizing restorative spaces for exhausted guests. To truly aide someone in their living environment, the Toand provide spaces compromised immuneand systems, designguest teaminteraction will focus on optimal air communal kitchen eating areasfor areguests placeswith for guest to find reprieve healingthe through quality to reduce the entrance of toxicants in interior spaces.their Thejourney Children’s InnNational new mechanical units will use with each other as they experience similar challenges and successes through at the aggressive air filtration measures to remove various size air particulates, UV Daily filtersneeds may be Institutes of Health. Each kitchen provides ample refrigeration and pantry space for guests. areinstalled met to reduce the risk of programs harmful bacterial growth, walk-off mats be located all entrances to reduce outdoor through the numerous available. Truly the beauty andwill comfort of theatresident living space is tailored todebris, and dedicated exhaust will be placed in all thatto could jeopardize airthe quality. Similarly, the design team may robust and holistic health. These interventions have thespaces potential positively impact well-being of the consult an industrial hygienist to analyze water samples for potential contaminants. Should water contaminants families at The Children’s Inn. be found for any water used for consumption advanced water filtration, such as reverse osmosis & UV sterilized filtration can be installed should particulates, coliforms, and harsh municipal water additives be found.

Biophilia

Daylight and Views

Biophilia

Daylight and Views

While more liv truly optimizin communal kitc with each othe Institutes of H through the nu robust and ho families at The

Acoustics

robust and holistic health. These interventions have the potential to positively impact the well-being of the families at The Children’s Inn.

&WILL

ALPHA CORPORATION

AFFLIATED ENGINEERS, INC

CARROLL ENGINEERING, INC.

04-2

STANTON ENGINEERING

SaLUt

PERKINS&WILL

CONVERGENT DESIGN TECHNOLOGIES Biophilia

ALPHA CORPORATION

AFFLIATED ENGINEERS, INC

CARROLL ENGINEERING, INC.

STANTON ENGINEERING

SaLUt

CONVERGENT DESIGN TECHNOLOGIES

HARTRANFT LIGHTING WHITLOCK, DALRYMPLE, POST MYHAN RYKIEL LERCH,BATES NTP

HARTRANFT LIGHTING WHITLOCK, DALRYMPLE, Daylight andPOST ViewsMYHAN RYKIEL LERCH,BATES NTP Acoustics

eup, thereby avoiding harmful toxicants that are prevalent in building Figure 4D-8. of proposed courtyard he space, tests will be performed, andRendering any remaining impurities flushed.between Building 62A (on left) and 62B (on right)

Figure 4D-9. Diagrammatic section through the proposed new infill at Living Room of Building 62 new living room spaces at existing building infill

AFFLIATED ENGINEERS, INC

CARROLL ENGINEERING, INC.

STANTON ENGINEERING

SaLUt

sustainability goals and living room renovation

CONVERGENT DESIGN TECHNOLOGIES

HARTRANFT LIGHTING WHITLOCK, DALRYMPLE, POST MYHAN RYKIEL LERCH,BATES NTP

(collaboration with team at Perkins&Will)

04-2 04-2

PERKINS&WILL

ALPHA CORPORATION

AFFLIATED ENGINEERS, INC

CARROLL ENGINEERING, INC.

AFFLIATED ENGINEERS, INC STANTON ENGINEERING

SaLUt

CARROLL ENGINEERING, INC.

CONVERGENT DESIGN TECHNOLOGIES

STANTON ENGINEERING

SaLUt

CONVERGENT

HARTRANFT LIGHTING WHITLOCK, DALRYMPLE, POST MYHAN RYKIEL LERCH,BATES NTP

n’s light s.

lex

uch ess

es, e

met d to

NTP

new great room and courtyard at expansion

KENSINGTON AVENUE MIXED-USE Philadelphia, PA

BRICK CORNICE

WOVEN BRICK

BRICK CORBELLING

SAW TOOTH BRICK PATTERN

COURSING DETAIL

Bright Common, Project Architect/Manager, 2023 Design Development + Construction Documentation Residential & Commercial / New Construction Pursuing DOE Zero Energy Ready Homes

3200 - 3400 KENSINGTON AVE.

3341 KENSINGTON AVE.

PROJECT SITE MATERIAL CHANGE

Working to create a replicable model for redevelopment and resiliency within their neighborhood, a community organization along Kensington Avenue obtained an abandoned empty lot in a once-thriving commercial arterial to provide local retail space and two singlefamily, affordable housing units. The project is used as a test case for broader neighborhood implementation to extend the group’s core initiatives of long-lasting and equitable use of resources, reactivation of empty real estate, and reinvestment of financial and physical capital. The team explored a wide range of low carbon, green infrastructure, and energy efficient strategies while prioritizing opportunities for budget, repeatability, and contextual expression. The resulting design blends technical solutions with community touchstones.

3300 KENSINGTON AVE.

AWNING

SIGNAGE

elevation precedents

PRECEDENTS - TEXTURE AND PATTERN 3 3 1 0

K E N S I N G T O N A V E

EXTENSIVE GREEN ROOF

BIOVOLTAIC ROOF

RAINWATERHOG

LEVEL 3 SETBACK

MAIN ROOF

LEVEL 1 REAR YARD

WEIGHT

15 lb/sf (dry); 20 lb/sf (saturated)

25 lb/sf (dry); 35 lb/sf (saturated)

450 lb (50 gallon)

MAINTENANCE

Medium

Medium - High

Low

COST

$15-$20 / sf

$70-75 / sf

~ $250 / tank

• cooler roof / lower energy costs

• decreases stormwater runoff

• mitigate urban heat island effect

• increased PV efficiency

• irrigation and emergency water

BENEFITS

sustainability infrastructure research

GENERAL NOTES: INFORMATION PROVIDED ARE ONLY FOR GENERAL REFERENCE. METRICS ARE IN RELATION TO REFERENCED STANDARDS AND ARE ESTIMATES ONLY BASED ON AVAILABLE DATA FROM SIMILAR PROJECTS. ACTUAL NUMBERS MAY DIFFER AND CAN ONLY BE CONFIRMED BY THE GC AND THIER SUBCONTRACTORS DURING PRICING AND PROCUREMENT.

SUSTAINABLE STRATEGIES

ROOF: SOLAR ARRAY / BIOVOLATIC & EXTENSIVE GREEN ROOF

3 3 1 0

K E N S I N G T O N A V E

BIOVOLTAIC ROOF COPYRIGHT BRIGHT COMMON ARCHITECTURE & DESIGN, 2023 NOT FOR CONSTRUCTION ROOFTOP ENERGY GENERATION (SOLAR PANELS) = AFFORDABLE ENERGY BILLS EXTENSIVE GREEN ROOF = COOLER ROOF AND COMFORTABLE INTERIOR

OM EL K FR

ISE

D NO

E AN

T-LIN

D SIGH

DUCE

= RE

SETB

GREEN ROOF = STORMWATER MANAGEMENT

CLADDING:

BRICK AND FIBER CEMENT HORIZONTAL SIDING

DENTI

RESI

GREEN ROOF AWNING

DENTI

RESI

CIAL MER

COM

AWNING:

EXTERIOR FEATURES K E N S I N G T O N A V E

AIR TIGHT, SUPER-INSULATED ENCLOSURE = QUIET INTERIOR

GROUND FLOOR TRANSPARENCY = SIDEWALK VISIBILITY

exterior features

3 3 1 0

ALK DEW

VE SI

ACTI

BUILDING-MOUNTED METAL AWNING WITH GREEN ROOF

)

IONED

NDIT

NCO

GE (U STORA

PASSIVE DUPLEX Philadelphia, PA

Room Schedule

11'-9 1/2"

COATS

6'-8"

5'-3 1/2"

16'-1"

16'-0"

LEVEL

ELEC METER

8'-0 1/2" CONCRETE SIDEWALK

12'-0" PROPOSED CURB CUT

1933 W GEORGE ST.

1 3/16" = 1'-0"

PLANS

ERV

3'-0"

60 SF HALL

HALL

BATHROOM

3'-0"

160 SF

BEDROOM #1

130 SF

130 SF CLOSET

LIVING

CLOSET

165 SF

11'-0"

LIVING

11'-2 1/2"

MEDIA

11'-5"

CLOSET

27'-11"

3'-0"

27'-11"

7'-6"

BATHROOM

170 SF

3'-0"

MECH / LAUNDRY / W/D STORAGE

60 SF

KITCHEN / DINING

170 SF

4503'-0" SF 445 SF

8'-6" 10'-6"

PANTRY

MECH / LAUNDRY / W/D STORAGE

EAT-IN

14'-6"

PANTRY

HALF BATH

KITCHEN / DINING

25 SF

35 SF 35 SF 35 SF 55 SF 130 SF 130 SF 445 SF 70 SF 70 445 SF SF 10 SF 1,645 SF 5 SF 5 SF 10 SF 10 SF NORTH 55 SF 55 SF

REF

HALF BATH

EAT-IN

ERV

15 SF

55 SF 55 335 SF SF 130 SF 130 SF 130 SF 20 SF 10 SF 55 SF 10 SF 70 SF 10 SF 10 60 SF SF 70 SF 315 SF 70 SF 60 130 SF SF 60 70 SF SF

10'-6"

NOT FOR CONSTRUCTION

2'-0"

- LEVEL 2 1 PRES 3/16" = 1'-0"2 LEVEL

11'-11 1/2"

PRES - LEVEL 3 3LEVEL 3/16" = 31'-0"

3/16” = 1’-0”

3/16” = 1’-0” NORTH 14'-4 1/2"

7'-1 1/2"

6'-3 1/2"

7'-1 1/2"

16'-0"

EXTERIOR PAINTED METAL SPIRAL STAIR

11'-0"

7'-11 1/2"

DECK

4'-5 1/2"

DECK

BEDROOM #3 70 SF

CLOSET

BEDROOM #2

130 SF

130 SF CLOSET

11'-0"

BEDROOM #2

2'-0"

ROOF DECK

450 SF

445 SF

5'-2 1/2"

BATHROOM

CLOSET

BATHROOM

29'-10"

5'-2 1/2"

5'-0"

HALL

CLOSET

30'-0 1/2"

HALL

12'-0 1/2"

70 SF

7'-0". SOLAR CANOPY OFFSET

BEDROOM #3

CLOSET

27'-11"

PLANS

7'-3"

COPYRIGHT BRIGHT COMMON ARCHITECTURE & DESIGN,NOT 2022 FOR CONSTRUCTION COPYRIGHT BRIGHT COMMON ARCHITECTURE & DESIGN, 2023

NOT FOR CONSTRUCTION

CLOSET

These two single-family passive rowhomes on the edge of Philadelphia’s Francisville neighborhood maximize the area of their small lots and create a distinct impression against the neutral exteriors of adjacent development. Borrowing from quilting practices, the blue terracotta cladding of the primary facade is complimented by the materials which weave and bound its edges so that the duplex is perceived as one building. Windows are sized and placed in response to the interior use on each floor and mirrored to reinforce the exterior expression. The main entry and electric vehicle parking space are tucked under the upper levels. A solar array allows the project to take aim for zero energy use.

LEVEL 1

PRES - LEVEL 1 3/16” = 1’-0”

15 205 SF SF 15 SF 170345 SF SF 170 SF 160 SF 165 SF 170 SF 160 SF

CLOSET

9'-5 1/2"

GARAGE (COMPACT SPOT)

Pursuing Phius CORE Prescriptive Certification

COATS

13'-11"

FAMILY ROOM 205 SF

Residential / New Construction

Area

1931 W GEORGE ST

205 SF 205205 SF SF

5'-2 1/2"

OPEN RISER STAIR @ FIRST FLOOR

Name

1933 W GEORGE ST

FAMILY ROOM FAMILY ROOM 205 SF LEVEL 2_OLD LEVEL FAMILY ROOM 205 BATH SF LEVEL 2_OLD HALF UP LEVEL 2_OLD HALF BATH LEVEL 2 LEVEL 2_OLD KITCHEN 350 SF/ DINING OPEN RISER STAIR LEVEL 2_OLD KITCHEN / DINING @ FIRST FLOOR LIVING 165 SF LEVEL 2_OLD LIVING FAMILY ROOM KITCHEN/DINING 170 SF LEVEL 2_OLD LIVING 205 SF HALF BATH 15 SF LEVEL 3 9'-5 1/2" LEVEL 3 BATHROOM LEVEL 3 LEVEL 3 335 SF DN BATHROOM LEVEL 3 BEDROOM #1 BEDROOM #1 130 SF LEVEL 3 BEDROOM #1 CLOSETS 20 SF 4'-11" LEVEL 3 CLOSET BATHROOM 55 SF LEVEL 3 CLOSET HALL 70 SF LEVEL 3 CLOSET LEVEL MECH / LAUNDRY 60 SF LEVEL 3 CLOSET LEVEL 3 HALL LEVEL 4 LEVEL 3 315 SF HALL GARAGE LEVEL 3 MECH / LAUNDRY / STORAGE BEDROOM #2 130 SF (COMPACT SPOT) LEVEL MECH BEDROOM #3 3 70 SF/ LAUNDRY / STORAGE CLOSETSLEVEL 4 25 SF UP LEVEL 4 BATHROOM BATHROOM 35 SF LEVEL 4 BATHROOM HALL 55 SF LEVEL 4 BEDROOM #2 ELEC 8'-0" METER LEVEL 4 BEDROOM #2 ROOF 450 SF LEVEL 4 BEDROOM #3 LEVEL 4 BEDROOM ROOF DECK 450 SF #3 LEVEL 4 CLOSET 12'-0" TOTAL LEVEL 4 1,655 SF CLOSET PROPOSED CURB CUT LEVEL 4 CLOSET 1931 W GEORGE ST. LEVEL 4 CLOSET LEVEL 4 CLOSET LEVEL 4 HALL LEVEL 4 HALL ROOF 14'-0 1/2" COPYRIGHT BRIGHT COMMON ARCHITECTURE DESIGN,NOT 2022 FOR CONSTRUCTION COPYRIGHT BRIGHT COMMON ARCHITECTURE & DESIGN, &2023 ROOF ROOF DECK 14'-4 1/2" 7'-7" 2'-0" 4'-0" 4'-1" 3'-0" ROOF ROOF DECK

LEVEL 1 LEVEL 1

5'-2 1/2"

LEVEL

LEVEL 1 LEVEL 1

REAR YARD

3'-0"

Level T R

35'-0 1/2"

Bright Common, Project Architect/Manager, 2023 Design Development + Construction Documentation

4'-4"

5'-0"

14'-3"

REAR YARD

SOLAR PV CANOPY ABOVE

PAINTED METAL GUARDRAIL

11'-11 1/2"

-LEVEL LEVEL4 4 2 PRES 3/16" = 1'-0"

PRESPLAN - ROOF DECK 1 ROOF 3/16" = 1'-0"

3/16” = 1’-0”

plans

NORTH

PLANS

COPYRIGHT BRIGHT COMMON ARCHITECTURE & DESIGN,NOT 2022 FOR CONSTRUCTION COPYRIGHT BRIGHT COMMON ARCHITECTURE & DESIGN, 2023

NOT FOR CONSTRUCTION

ROOFTOP SOLAR CANOPY

SOLAR ARRAY PAINTED STEEL RAILING

FRONT WALL TERRACOTA TILES

GLAZED TERRACOTTA TILES COLOR: MEDITERRANEAN BLUE MFR: TERREAL

SIDE AND REAR WALLS LAP SIDING

TRIPLE PANE WINDOWS

FIBER CEMENT LAP SIDING COLOR: WHITE MFR: JAMES HARDIE

TRIPLE PANE WINDOWS COLOR: CUSTOM PAINTED MFR: IKON WINDOWS

exteriorCONCEPT concept EXTERIOR COPYRIGHT BRIGHT COMMON ARCHITECTURE & DESIGN, 2023 NOT FOR CONSTRUCTION

TRILATERAL WADDEN SEA WORLD HERITAGE PARTNERSHIP CENTRE Wilhelmshaven, DE Dorte Mandrup Arkitekter, Architectural Staff, 2017 Schematic Design Workplace / New Construction + Renovation Targert Net Zero Energy UNESCO Heritage Site Competition, First Prize

The new UNESCO offices will house the administration of a threecountry organization working to protect the intertidal coastal ecosystems of the Wadden Sea within Denmark, Germany and the Netherlands. The building itself will contain office space and meeting facilities, sitting entirely on top of an existing concrete WWII bunker. The bunker itself will be exposed through a double glass facade, enabling natural ventilation. It will function as exhibition and event space as well as a temperate archiving space. In the daytime the building resembles the reflective surface of the Wadden Sea, that again is reflected in the surface of the rainwater retention pools. And at nighttime it expresses itself as a lighthouse visible from far away, representing the trilateral and global collaboration to save this important ecosystem. I contributed to massing and formal concept design as an environmental and operational energy response, interior layout strategies, documentation of exterior assemblies, and visualization.

Emsstraße

70 PARKEN

180 PARKEN

MULTIFUNKTIONSHALLE JADE INNOVATIONS ZENTRUM

PETANQUE

50 PARKEN

SPIELPLATZ HÜGEL PONTE

Jadeallee

TWWP FLEXIBLER RAUM

DOCK DÜNEN

FAHRRAD + FUSSGÄNGER FUSSGÄNGER

BOOTSHAUS

VEGETATION GROSSES GRAS GRAS DÜNEN PFLASTER

vicinity plan

public lobby and circulation (collaboration with Dorte Mandrup, Lars Almgren, MIR)

sunlight

structure

climatic skin

program

Büro Sacharbeitung

Büro Graﬁker (Doppelbüro)

Arbeitzplatz Execu�ve Secretary

Arbeitsplatz S��ungsleiterln

Arbeitsplatz SachbearbeiterInnen (5 Plätze)

Arbeitsplatz Sachbearbeiterlnnen (2 Plätze)

Teeküchen Büro Sacharbeitung Büro Sacharbeitung

Büro Amtsleiterln

Drucker

Server

Büro Sacharbeitung

Büro Dezernentln

Duschen Damen

Arbeitsplatz Referentlnnen

Um- Material/ kleide Trock Damen -nung

Arbeitsplatz Referentlnnen

Arbeitsplatz Teamassistenz

Server

Büro Mitarbeiter

Arbeitsplatz WSF (2 Plätze)

Büro Sacharbeitung

Drucker/ Kopierer

Büro Sacharbeitung

Büro Mitarbeiter

Sanitär Damen

Arbeitsplatz Sachbearbeiterln

Sanitär Damen Pausenbereiche

Büro Sacharbeitung Büro Sacharbeitung

Sanitär Herren

Büro Sacharbeitung

Duschen Herren Labor

Büro Sacharbeitung

Büro Dezernentln

Sanitär Herren

Büro Vorzimmer

Um- Material/ kleide Trock Herren -nung

Postal

Drucker

Sanitär Herren

Arbeitsplatz extra staﬀ

Pausenbereiche

Wartezone

Putzmi�el

Dachterrasse Mögliche Verlängerung (20%)

Putzmi�el Teeküchen

Büro Ranger

Büro Sachenbearbeitung (Doppelbüro)

Sanitär/ barrierefrei unisex

First Aid

level 5

A Besprechung NLPV

level 6

Büro Freiwilliges Prak�kantln

Büro Sachenbearbeitung (Doppelbüro)

Besprechung NLPV

Besprechung CWSS

Besprechung

Teeküchen

Putzmi�el

Lu�raum Haustechnik

Bibliothek CWSS

Bibliothek NLPV

Garderobe

Stuhllager

Putzmi�el

Werksta�

Alt-Registratur NLPV

Lu�raum

Besprechung

Küche

level 4

level 3

Lu�raum

Putzmi�el

Putzmi�el Alt-Registratur

Lu�raum

Lager CWSS

Archivräume

building and park at night

formal concept and plans (collaboration with Dorte Mandrup, Lars Almgren, and MIR)

level 1

Alt-Registratur

views + access

level 2

exterior assemblies 1

operable window 83/20 mm intermediate rail 2 2 mm sheet-aluminium covering to parapet two-layer bituminous seal 200 mm rigid-foam insulation vapour barrier supporting structure consisting of steel I-beams 3 standard facade element circa 1500 mm spacing: laminated glazing: 6 mm toughened safety glass + 13 mm cavity + 6 mm safety glass with low-E coating + 13 mm cavity + 6 mm safety glass aluminium frame 500 mm cavity insulated glass unit: 8 mm toughened glass + 16 mm cavity + 2x6 mm laminated safety glass operable window at top 4 conventional pressure wall window system mullion 5 mm galvanized sheet-steel maintenance walkway 40 mm aluminium grating 83/20 mm intermediate rail 5 2x8 mm toughened glass fixed to 10 mm sheet steel 50 mm cavity 2x100 mm rigid-foam slabs 20 mm gypsum plasterboard fire/resisting sheeting 2x 40mm SHSs fixed to 400 mm deep steel I-beam 50 mm gypsum-fibreboard fire-protection casing 6 25 mm metal flooring system 50 mm gypsum-fibreboard fire-protection supporting structure consisting of 160 mm deep steel I-beams with insulation 30 mm gypsum-fibreboard fire-protection 400 mm deep steel I-beam supporting structure 4 mm suspended ceiling clipped on steel supporting structure

7 8 9

cavity sunscreen/blind interior shade 25 mm metal flooring system 50 mm gypsum-fibreboard fire-protection supporting structure consisting of 160 mm deep steel I-beams with insulation 30 mm gypsum-fibreboard fire-protection 750 mm deep steel I-beam supporting structure 20 mm gypsum-fibreboard fire-protection 300 mm thermal insulation 20 mm gypsum plasterboard 100 mm cavity 20 mm suspended chrome-plated ceiling clipped on steel supporting structure 10 vegetative cover 800 mm substrate layer typ. 30 mm drainage layers: filter fabric + 3 mm PET foil + bituminous sealing layer + vapour control layer + protection board 120 mm rigid-foam insulation 60 mm thermal insulation 330 mm rigid-foam insulation existing concrete bunker construction 11 wood planks 30 mm drainage layers: bituminous sealing layer + vapour control layer + protection board 120 mm rigid-foam insulation 50 mm gypsum-fibreboard fire-protection supporting structure consisting of 160 mm deep steel I-beams with insulation 30 mm gypsum-fibreboard fire-protection 400 mm deep steel I-beam supporting structure 4 mm suspended ceiling clipped on steel supporting structure

33.51

11 11

55 66 88

10 10

9 9

technical section (collaboration with Dorte Mandrup and Lars Almgren)

ENERGY COMMONS Seattle, WA Master’s Thesis, University of Washington 10 weeks + 10 weeks (research + design) Committee: David Strauss + Louisa Iarocci AIA Emerging Professional Exhibit AIA COTE Top Ten for Students, Innovation 2030 UW M.Arch Thesis Citation Award

Full project boards at QR Code below

While surviving as a monument to the power of car culture in the 20th century, today the gas station has become increasing obsolete in the face of growing cities and increasing environmental awareness. As a result, the number of gas stations nationally has decreased since the 1970s, especially in urban contexts. With their prime urban locations and past associations, the sites of former gas stations have the potential to become new nodes of distribution and communication in the city. The proposal consists of the design for a small-scale urban amenity node, or “Energy Commons” in Seattle. The “Energy Commons” will combine utilitarian functions with a contextual neighborhood-based program through personal vehicle recharging, neighborhood co-working offices, cyclist and pedestrian amenities, and solar energy and water harvesting and storage. The goal is to transform the former car-centered and consumptive structure into a new public urban asset that is human focused and production-minded.

STACK EXCHANGE Lower East Side, New York City, NY 10 week studio, University of Washington collaboration with Connor Irick and Mingjun Yin Instructors: Elizabeth Golden + Rick Mohler ACSA Timber in the City 2016, First Place UW Design Commend Award

Full project boards at QR Code below

Stack Exchange, a mid-rise, mixed-use urban habitat project, celebrates the vitality and multidimensional community of the Lower East Side by referencing historical building tradition and urban context, integrating with transportation infrastructure, and advancing mass timber construction. By stacking housing similar to the lumber drying process, voids are created to allow for daylight, ventilation, and private and semiprivate amenity spaces. By connecting to the Williamsburg Bridge, Delancey Underground, and the subway, neighborhood residents and visitors from other boroughs are encouraged to engage with the site, Essex Street Market, and Andy Warhol Museum. Areas of double- and triple- height spaces contain the public program on ground floor. Housing levels above are organized in two typical floor plans depending on unit type. The housing bars are stacked alternately and rotate 90 degrees at every level. Stack Exchange takes advantage of local manufacturing and the material properties of Cross Laminated Timber to innovate a flat-pack system of pre-fab occupied box beams.

SUFFOLK ST

ESSEX ST

CENTRE FOR MEDICINAL CHEMISTRY Missisauga, OT, CAN KieranTimberlake, Architect, 2019 Construction Documentation + Pre-Con Higher Education / New Construction Pursuing LEED Gold

As part of its ambitious research expansion, a national university in Mississisauga, Canada commissioned a cutting-edge science building that will meet the evolving needs of the its research community as a whole while also providing a clear and distinct identity for its primary occupant, the Centre for Medicinal Chemistry (CMC). In addition to creating a unified home for the CMC, the New Science Building will provide much needed laboratory, animal care facility, support, and office space for wet research sciences, establish a new headquarters for the highly regarded Forensic Science Program, and expand and improve the existing loading and storage facilities in the existing historic Davis Building. With an emphasis on innovative research activities, ambitious environmental stewardship, and aspirational place-making, the New Science Building will serve as a transformational campus amenity. I prepared and managed the design and technical documentation of interior architectural systems (floors, walls, ceilings, storefront) for construction documentation. Additionally, I assisted in coordination of structural, MEP/FP, and lighting systems with engineering consultants. For the connection to the existing building, I confirmed egress and fire separation compliance with regional and local building codes and accessibility standards.

vicinity plan

aerial view from the northeast (collaboration with team at KieranTimberlake)

wood slat ceilings

interior storefront at curtain wall

selected interior details

selected details

level 1 public entrance at lightcourt (collaboration with team at KieranTimberlake)

link between new and existing building

selected expansion joint details

connection space between new and existing buildings (collaboration with team at KieranTimberlake)

NEW MECHANICAL ENGINEERING BUILDING Pittsburgh, PA KieranTimberlake, Architect, 2020 Design Development + Construction Documentation Higher Education / New Construction Pursuing LEED Gold

The new, larger Scaife Hall, which will replace an existing facility, will double the existing building in size. The building will have a focus on expanded, technology-rich labs, modern, flexible classrooms, and spaces that facilitate formal and informal collaboration. The project will work in connection with adjacent buildings and labs that house other engineering and technology disciplines to create an integrated Maker Court and allow for interdisciplinary collaboration. The building’s location on the edge of campus will further increase the connectivity between external consortia and institutes and the university, both physically and programmatically. I worked with the Senior Project Architect on detail iterations of all typical exterior wall systems, which included documenting base and alternate designs of a modular wall panel system versus a unitized curtain wall between design development and construction documentation. Additionally, I helped coordinate below grade waterproofing systems and details with outside consultants for sitework, drainage, and landscape design.

site plan

ground level entry and aerial views (collaboration with team at KieranTimberlake)

CONSIDERATIONS: Additional support steel needed to achieve flush glazing/metal panel condition. Discontinuity of appearance between spandrel glass (rainscreen) & clear glass.

MEGA PANEL: 26,000 SF CURTAIN WALL: 8,700 SF

67% 33%

Additional panel joint required to accommodate connection between mega panels.

Shifting plane of weather barrier (clear glass vs spandrel glass). Stack joint detail requires different fin connection. Fin attachment detail varies (mullion vs rainscreen). MEGA PANEL: 26,000 SF CURTAIN WALL: 8,700 SF

67% 33%

exterior assemblies (collaboration with team at KieranTimberlake)

ARCHITECT

13 45 00 INT GLZ OPERABLE VENT 7 5/8" MAX

07 42 16 MTL COMPOSITE WALL PNL -01

STRUCTURAL / MEP / FP / IT ENGINEER

13 45 00 ALUM WDW -15

150 S INDEPENDENCE MALL W SUITE 1123 PHILADELPHIA, PA 19106 V 215-440-0030 F 215-440-0041

LEVEL 4 964' - 2"

OLIN

JT 2' - 310 1/8" A6.5A

4' - 6 1/4"

_____________________

150 S INDEPENDENCE MALL W SUITE 1123 13 45 00 FOIL FACED SHT AVB PHILADELPHIA, PA 19106 -04 CONT ALUM FIN -01 LEVEL 4 V 215-440-0030 6 5 - 2" 964' 13 45 00 F 215-440-0041 WT3 SECTION DETAIL - ALT - OPERABLE-02 WINDOW HEAD ATMTL SPANDREL 10 A6.5A A6.5A ALUM COMPOSITE PNL 12 7 COVERPLATE A6.5A 1 1/2" = 1'-0" A6.5 A6.5 13 45 00FLR LEVEL 13 45 00 6 WT3 PLAN DETAIL - FIXED WDW JAMB ? -08 6 WT3 PLAN DETAIL - ALT - OPERABLE WDW JAMBS CIVIL ENGINEER ALUM WDW CL FIN +/- 6" 7 5/8" MAX GL-12 GL-12 A6.5 1 1/2" = 1'-0" 8 6 = 1'-0" A6.5A 1 1/2" LANGAN OPERABLE A6.5 A6.5 2400 ANSYS DRIVE, SUITE 403 13 45 00 CANONSBURG, PA 15317 CONT ALUM FIN -01 GL-12 GL-12 V 724-514-5100 13 WT3 SECTION DETAIL - FIN - MTL PNL TO MTL PNL 13 45 00 13 45 00 A6.5 F 724-514-5101 13 45 00 1 1/2" = 1'-0" GYP SHEATHING -05 08 51 13 ALUM WDW GLZ CLADDING SYS -17 OPERABLE VENT 13 45 00 FIXED BACKER ROD & SLNT -13 12 GEOTECH ENGINEER 13 45 00 A6.5 13 45 00 11 JT JT COLD-FORMED MTL FR 9 -07 AVB COMPATIBLE SHT FLG SCI-TEK CONSULTANTS CL 655 JT RODI ROAD, SUITEA6.5 6' A6.5A - 0" 303 13 45 00 13 45 00 PITTSBURGH, PA 15235 FOIL FACED SHT AVB -04 CONT ALUM FIN 14 WT3 SECTION DETAIL - FIN - SPANDREL TO SPANDREL V 412-371-4460 8 6 08 44 23 A6.5 1 1/2" = 1'-0" CRTW A6.5 A6.5 13 45 00 AVB COMPATIBLE SHT FLG 13 45 00 LABORATORY PLANNER 13 45 00 13 45 00 CONT ALUM FIN RESEARCH FACILITIES ALUM -15 MINERAL WOOL INSWDW BD 4"OPERABLE THICK -03 GL-12 DESIGN GL-12 3965 FIFTH AVENUE SUITE 400 ALIGN 13 45 00 13 45 00 SAN DIEGO, CALIFORNIA 92103-3192 LEVEL 4 MFR PNL-TO-PNL GASKET -06 FOIL FACED SHT AVB LINE OF MTL TRIM BYD-04 V 619-297-0159 LEVEL 3 964' - 2" 950' - 2" F 619-294-4901 13 45 00 08 80 00 13 45 00 MFR PNL-TO-PNL GASKET COVERPLATE -06 GL - ALT -01 9 WT3 SECTION DETAIL OPERABLE WINDOW SILL AT SPANDREL ALUM COMPOSITE MTL- PNL -02 11 JT JT JT 10 JT 13 FLR LEVEL A6.5A 1 1/2" = 1'-0" A6.5A A6.5 A6.52' - 3 LINE OF HORZ FIN BYD 1/8" 4' -DESIGN 6 1/4" 2' - 3 1/8" CL FIN FURNITURE / FIXTURES / EQUIPMENT 12 WT3 SECTION DETAIL - OPERABLE WDW HEAD AT SPANDREL SPACESMITH A6.5 1 1/2" = 1'-0" 11 4200 ONE NEW YORK PLAZA, SUITE 13 45 00 5 A6.5 CONT ALUM FIN -01 NEW YORK, NY 10004 A6.5 5 WT3 PLAN DETAIL - MTL PNL VERT JT LEVEL 4 V 212-620-5583 A6.5 1 1/2" = 1'-0" 964' - 2" +/6" 00 13 45 00 08 80 7 5/8" MAX ALUM -02 COMPOSITE MTL PNL GL -01 7 07 42 16 MTL COMPOSITE WALL PNL A6.5 13 45 00 13 45 00 ALUM WDW OPERABLE ALIGN -15 ? -08

LINE OF HORZ FIN BEL

13 45 00 ALUM COMPOSITE MTL PNL

_____________________

08 44 23 CONT ALUM FIN

14' - 0"

T.O COPING 965' - 10 1/2"

LEVEL 3 950' - 2"

131345450000 CONTWDW ALUM FIN ALUM OPERABLE LEVEL 4 964' - 2"

PNT GL

3965 FIFTH AVENUE SUITE 400 4' - 6 1/4" SAN DIEGO, CALIFORNIA 92103-3192 V 619-297-0159 10 F 619-294-4901 A6.5A

7 5/8" MAX

RESEARCH FACILITIES DESIGN JT

7 5/8" MAX

+/- 6"

7 5/8" MAX

12 A6.5

07 42 16 MTL COMPOSITE WALL PNL -01

JT JT 1' - 8 1/2" 08 44 23 GL-12 GALV STL 15 BACK PAN -10 A6.5

7 A6.5 8 A6.5 6' - 0"

SCAIFE HALL

13 45 00 ALUM WDW FIXED

SHADOW BOX SPANDREL PANEL, TYP

GL-12

FLR LEVEL CL FIN

13 00 45 00 08 80 GL ALUM -15 WDW FIXED -01 13 45 00 ALUM WDW -15 08 80 00 OPERABLE GL -01 13 45 00 CONT ALUM DRIP EDGE FLG TYP LINE OF MTL TRIM BYD

WT3 SECTION DETAIL - FIN - VISION GL HEAD TO SPANDREL 1 1/2" = 1'-0" 08 80 00 GL -01

13 45 00 ALUM WDW FIXED -15 COVERPLATE SECTION DETAIL - OPERABLE WDW SILL AT SPANDREL 3 11 WT3WT3 AXON - TYP WEST AND SOUTH FACADE AT SOUTH MASS--ALT NTS- VISION GL SILL 7 WT3 SECTION DETAIL 13 45 00 1 1/2" = 1'-0" 13 45 00 A6.5A6.5 A6.5A 1 1/2" = 1'-0" CONT ALUM FIN CONT ALUM DRIP EDGE FLG TYP

megapanel base bid 14' - 0"

MASS

LEVEL 3 950' - 2"

13 45 00 AVB COMPATIBLE SHT FLG

13 45 00 CONT ALUM FIN

COVERPLATE 08 80 00 GL 9 A6.5

12 A6.4

13 45 00 FOIL FACED SHT AVB

WT3 SECTION DETAIL - VISION GL SILL 1 1/2" = 1'-0"

13 45 00 13 45WOOL 00 INS BD 4" THICK MINERAL -03 CONT ALUM FIN -01 13 45 00 GLZ CLADDING SYS FLR LEVEL -17 CL FIN 07 84 43 JT -01FIRESTOPPING 13 45 00 ALUM WDW FIXED -15

SIM

GL-12

08 80 00 GL -01 08 44 23 ALUM INT PERIMETER JT COVER 12 08 44 4805 23 FREW ST, PITTSBURGH, PA 15213 A6.5A CRTW -01 KT PROJECT NO. 902 FLR LEVEL

_____________________

CL FIN 08 44 23 ADJUSTABLE SLAB EDGE -11 SUPPORT BRKT 08 44 23 JT FIRESTOPPING

12 A6.5A

14' - 0"

LEVEL 2 936' - 2" 10 A6.5

COVERPLATE

GL-12

6 A6.5

12 A6.4

7 A6.5

5 A6.5

_____________________

13 A6.5

14' - 0"

11 A6.5A

08 44 23 CRTW -01

08 44 23 CONT ALUM FIN

GL-11 12 A6.5A

11 A6.5A

_____________________

8 A6.5

6" - FIN AT 7 5/8" MAXGL HEAD TO SPANDREL WT3 SECTION DETAIL+/- ALT VISION 1 1/2" = 1'-0"

curtainwall alternate

(collaboration with team at KieranTimberlake)

7 A6.5A

OPP

_____________________

13 45 00 ALUM WDW OPERABLE

OPP

7 A6.5A

_____________________

13 A6.5

_____________________

10 A6.4

_____________________

GL-12

LEVEL 2 936' - 2"

13 45 00 CONT ALUM FIN

12 A6.4

_____________________

JT LEVEL 3 950' - 2"

JT 4' - 6 1/4"

10 A6.5 9 A6.5

13 45 00 CONT ALUM FIN

_____________________

DESIGN DEVELOPMENT SIM 6 A6.5 NOT FOR CONSTRUCTION

B.O SOFFIT 932' - 4"

LEVEL 4 964' - 2"

_____________________

2 A6.5A

SHADOW BOX SPANDREL PANEL, TYP

13 45 00 ALUM WDW FIXED

GL-12 OPP

A6.5

OPP

12 08 80 00 LEVEL 2 WT3 ALT PARTIAL ELEVATION - TYP NORTH SOUTH GLNORTH MASS - 2" FACADE AT A6.4 AND 936' 1/2" = 1'-0"

1 A6.5A

_____________________

REVISIONS NO.

DATE

DESCRIPTION 7 A6.5

5 A6.5

_____________________

envelope constructability comparison GL-12

6 A6.5

_____________________

GL-12 GL-12 WT3 TYPICAL ELEVATIONS AND 08 44 23 CONT ALUM FIN -05 GL-11 GL-11 DETAILS 08 44 23 11

SUPPORT BRKT 08 80 00 GL -01

10 A6.4

_____________________

DESCRIPTION

_____________________

12 A6.4

_____________________

13 45 00 ALUM WDW FIXED -15

_____________________

WT3 TYPICAL ELEVATIONS AND DETAILS - ALT

_____________________

LEVEL 2 936' - 2"

13 45 00 CONT ALUM DRIP EDGE FLG TYP

B.O SOFFIT 932' - 4"

WT3 TYPICAL

WT3 ALT AXON - TYP FA

LEVEL 2 936' - 2"

_____________________

OPP

SHADOW BOX SPANDREL PANEL, TYP

08 80 00 13 GL45 00 ALUM COMPOSITE MTL PNL

12 A6.5

07 42 16 MTL COMPOSITE WALL PNL 10 A6.5A CL FIN 08 44 23 ADJUSTABLE SLAB EDGE -11 B.O SOFFIT SUPPORT BRKT 932' - 4" GL-11 GL-11 08 44 23 6 5 7 JT FIRESTOPPING WT3 SECTION DETAIL - ALT - OPERABLE WINDOW HEAD AT SPANDREL 10 A6.5A A6.5A A6.3 SIM A6.5A 1 1/2" = 1'-0" 08 44 23 FIN ALUM SLAB EDGE COVER -09 08 51AT 10NORTH MASS - NTS 3 WT3 AXON - SHADOW TYP WESTBOX AND SOUTH FACADE AT SOUTH MASS - NTS WT3 PARTIAL ELEVATION - TYP NORTH AND SOUTH FACADE AT NORTH MASS 1 WT3 AXON - TYP FACADE 08 44 232 SPANDREL PANEL, TYP +/- 6" 7 5/8" MAX GL-12 GL-12 ALUM WDW A6.5 A6.5WOOL INS 1/2" = 1'-0" A6.5 MINERAL -06 OPERABLE 08 44 23 GALV STL BACK PAN -10 7 WT3 SECTION DETAIL - ALT - VISION GL SILL 4 WT3 ALT PARTIAL ELEVATION - TYP WEST AND SOUTH FACADE AT SOUTH MASS 3 WT3 ALT AXON - TYP WEST A A6.5A 1 1/2" = 1'-0" A6.5A 1/2" = 1'-0" 08 51A6.5A 10 08 51 13 ALUM WDW LEVEL 2 OPERABLE VENT SCALE:As indicated FIXED 936' - 2" DRAWN BY: BB CHECKED BY:SJ/BM 9 CAD FILE: CL JT A6.5A SIM DATE: 01 MAY 2020 08 44 23 6 9 CONT ALUM FIN A6.5 A6.5 08 44 23 CRTW

WT3 PARTIAL ELEVATION - TYP WEST AND SOUTH FACADE AT SOUTH MASS 1/2" = 1'-0"

DATE

4805 FREW ST, PITTSBURGH,GL-11 PA 15213 DESCRIPTION

ADJUSTABLE SLAB EDGE -11 FLR LEVEL SUPPORT BRKT A6.5 CL FIN SCALE: 08 80 00 As indicated GL -01 DRAWN BY: BB 08 44 23 CHECKED BY:SJ/BM CONT ALUM FIN -05 CAD FILE: 08 44 23 01 MAY 2020 DATE: ADJUSTABLE SLAB EDGE -11

_____________________

NO.

A6.5

KT PROJECT NO. 902

08 44 23 CRTW -01

WT4 SECTION DETAIL - ALT - STACK JOINT AT SHADOWBOX 1 1/2" = 1'-0"

08 51 10 ALUM WDW OPERABLE 08 44 23 CONT ALUM FIN

08 44 23 CONT ALUM FIN

13 45 00 13 45 00 CONT ALUM FIN LEVEL 3 PNL-TO-PNL GASKET 950' - 2"

_____________________

DATE

_____________________

08 80 00 GL

8 A6.5A

LINE OF HO

08 51 10 ALUM WDW FIXED 08 80 00 GL

LEVEL 3 950' - 2"

A6.5 NO.

7 5/8" MAX

LEVEL 2 936' - 2" 08 44 23 CONT ALUM FIN

13 45 00 CONT ALUM FIN

B.O SOFFIT 932' - 4"

_____________________

REVISIONS

13 45 00 FOIL FACED SHT AVB

LEVEL 3 13 45 00 950' - 2" CONT ALUM FIN

LEVEL 2 936' - 2" 8 A6.5A

LINE OF MTL TRIM BYD

WT3 SECTION DETAIL - FIN - VISION GL HEAD TO SPANDREL 1 1/2" = 1'-0" 08 80 00 GL -01

+/- 6"

13 45 00 ALUM WDW FIXED

13 45 00 CONT ALUM FIN

7 08 44 23 MINERAL WOOL INS -06 A6.3 08 44 23 SIM 08 44 23 CRTW GALV STL BACK PAN -10 LEVEL 2 2 WT3 PARTIAL ELEVATION - TYP NORTH AND FACADE AT NORTH MASS - TYP WEST AND 1 WT3 AXON - TYP FACADE AT NORTH NTSALT AXON - TYP WEST AND SOUTH FACADE AT SOUTH MASS - NTS 4 SOUTHWT3 ALT PARTIAL ELEVATION 3 MASS -WT3 +/- 6" 7 5/8" 936'SOUTH - 2" FACADE AT SOUTH MASS A6.5 1/2" = 1'-0" A6.5 A6.5A 1/2" = 1'-0" A6.5A 3 1/2" 08 CL80 JT00 GL -01 GL-11 GL-11 08 44 23 ALUM INT PERIMETER JT COVER GYPBD PTN BYD 08 44 23 CRTW 08 51 13 -01 OPERABLE VENT FLR LEVEL

4 A6.5

T.O COPING 965' - 10 1/2"

LEVEL 4 964' - 2"

_____________________

13 45 00 ALUM COMP -02

08 44 23 CONT ALUM FIN

LEVEL 3 950' - 2"

9 A6.5A

6" - OPERABLE 7 5/8" MAX WT3 SECTION DETAIL+/- ALT WINDOW SILL AT SPANDREL 1 1/2" = 1'-0"

08 44 23 CONT ALUM FIN

_____________________

5 A6.5

13 45 00 MFR PNL-TO -06

_____________________

10 13 REVISIONS

_____________________

14 A6.5

08 80 00 GL -01

_________________

OPP

_____________________

GL-12

8 A6.5A

_____________________

CL FIN

13 45 00 ALUM WDW FIXED

13 45 00 MINERAL WO -03

13 45 00 5 WT3PNL PLAN DETAIL - MTL PNL VERT JT ALUM COMPOSITE MTL A6.5 1 1/2" = 1'-0"

13 45 00 ALUM WDW OPERABLE

11 A6.5

_____________________

08 51 10 ALUM WDW FIXED

LEVEL 3 950' - 2"

08 44 23 FIN ALUM SLAB EDGE COVER -09

_____________________

FLR LEVEL

_____________________

5 A6.5A

_____________________

GL-12

_____________________

13 45 00 ALUM WDW OPERABLE

08 51 10 ALUM WDW FIXED

07 42 16 MTL COMPOSITE WALL PNL

WT3 SECTION DETAIL - ALT - FIN AT MTL PNL TO MTL PNL 07 42 16 12 MTL COMPOSITE PNL A6.5A WALL 1 1/2" = 1'-0"

08 51 13 9 A6.5A ALUM WDW OPERABLE

_____________________

9 11 A6.5GL-12 A6.5

13 45 00 ALUM COMPOSITE MTL PNL

GL-12

GL-12 9 A6.5A

_____________________

13 45 00 PNL-TO-PNL GASKET

_____________________

08 80 00 GL -01

13 45 00 GLZ CLADDING SYS -17

10 A6.5

GL-12 6 A6.5

_____________________

13 45 00 AVB COMPA 08 51 13 ALUM WDW OPERABLE

14' - 0"

GYPBD PTN BYD ALIGN

13 45 00 ALUM WDW OPERABLE

3 1/2"

5 A6.5AGL-12

_____________________

3' - 10"

14' - 0"

LEVEL 2 936' - 2" 12 A6.5A

13 45 00 LEVEL ALUM COMPOSITE MTL 3PNL 950' - 2"

_____________________

8 A6.5

_____________________

WT3 SECTION DETAIL - ALT - FIN AT VISION GL HEAD TO SPANDREL LINE OF MTL TRIM BYD 1 1/2" = 1'-0" 08 80 00 GL -01

13 45 00 08 44 23 CONT ALUM FIN -01 CONT ALUM FIN COVERPLATE 12 WT3 SECTION DETAIL - OPERABLE WDW HEAD AT SPANDREL +/- 6" 7 5/8" A6.5 1 1/2" = 1'-0"

LEVEL 3 950' - 2" 13 A6.5 6 A6.5A GL-12

_____________________

GL-11

_____________________

08 44 23 CONT ALUM FIN -05 08 44 23 ADJUSTABLE SLAB EDGE -11 SUPPORT BRKT

13 45 00 ALUM WDW OPERABLE -15 08 44 23 8 CONT ALUM FIN A6.5A

_____________________

LEVEL 4 964' - 2"

08 44 23 CRTW

14' - 0"

ALIGN 13 45 00 PNL-TO-PNL GASKET

14 12 A6.5 GL-11 A6.5

CL FIN

08 51 10DETAIL - OPERABLE WDW SILL AT SPANDREL WT3 SECTION 1 1/2" =ALUM 1'-0" WDW FIXED

11 A6.5

10 A6.5A

_____________________

FLR LEVEL

6 A6.5A JT JT 1' - 8 1/2"

6 A6.5

_____________________

CL JT

14' - 0"

13 45 00 GLZ CLADDING SYS -17

08 51 10 ALUM WDW OPERABLE

13 45 00 BACKER RO -13 13 45 00 COLD-FORM -07 07 42 16 13 45 00 MTL COMPOSITE WALL -04 PNL FACED FOIL

_____________________

SCAIFE HALL

FLR LEVEL CL FIN 08 51 13 OPERABLE VENT

13 45 00 CONT ALUM FIN 13 45 00 PNL-TO-PNL GASKET

14' - 0"

WT3 SECTION DETAIL - FIN - MTL PNL TO MTL PNL 1 1/2" = 1'-0"

13 45 00 GYP SHEATH -05

_____________________

SHADOW BOX SPANDREL PANEL, TYP

13 45 00 08 80 00 CONT ALUM FIN GL

14' - 0"

13 A6.5

1' - 8 1/2"

LEVEL 4 964' - 2"

14' - 0"

T.O COPING 965' - 10 1/2" 14' - 0"

_____________________

08 44 23 CRTW -01

WT3 PLAN DETAIL - FIXED WDW JAMB 1 1/2" = 1'-0"

_____________________

3' - 10"

13 45 00 CONT ALUM DRIP EDGE FLG TYP

5 A6.5A

6 A6.5

GL-12

13 45 00 CONT ALUM FIN 9 -01 A6.5A 10 A6.5A WT3 PLAN DETAIL - MTL PNL TO BACKPNT GL 1 1/2" = 1'-0"

_____________________

LINE OF HO

LINE OFPLAN HORZDETAIL FIN BEL WT3 - MTL PNL VERT JT 1 1/2" = 1'-0"

5 A6.5A

_____________________

ONE NEW YORK PLAZA, SUITE 4200 GL-12 NEW YORK, NY 10004 13 45 00 V 212-620-5583 GLZ CLADDING SYS -17

13 45 00 ALUM COMP -02

5 A6.5

_____________________

08 51 13 OPERABLE VENT

08 44 23 CONT ALUM FIN WT3 SECTION DETAIL - ALT - OPERABLE WINDOW HEAD AT SPANDREL 10 A6.5A 1 1/2" = 1'-0"

LEVEL 3 950' - 2"

JT LEVEL 4 964' - 2"

SPACESMITH

CL JT

+/- 6"

13 45 00 MFR PNL-TO -06

T.O COPING 965' - 10 1/2"

6 4805 FREW ST, PITTSBURGH, PA 15213 A6.5A FURNITURE / FIXTURES / EQUIPMENT DESIGN KT PROJECT NO. 902

08 44 23 CRTW

_____________________

LABORATORY PLANNER

08 44 23 ALUM FINS THERMALLY BREAK VERT FINS TO VERT MULLIONS

_____________________

13 45 00 12 13 45 00 ALUM WDW A6.5A CONT ALUM FIN FIXED

_____________________

4 LINE OF LEVEL SILL BEL 964' - 2"

JT JT GEOTECH ENGINEER 8 WT3 PLAN DETAIL - OPERABLE WDW JAMBS 6' - 0" CONSULTANTS 1' - 8 1/2" SCI-TEK A6.5 1 1/2" = 1'-0" 655 RODI ROAD, SUITE 303 PITTSBURGH, PA 15235 V 412-371-4460

08 44 23 CONT ALUM FIN ANCHOR BRKT -04

08 51 10 ALUM WDW FIXED

13 45 00 ALUM COMPOSITE MTL PNL 13 45 00 ALUM WDW FIXED

_____________________

08 44 23 08 44 23 ADJUSTABLE SLAB EDGE -11 MINERAL WOOL INS JTSUPPORT BRKT JT 1'08- 80 8 1/2" 00 08 44 23 GL COVER -01 FIN ALUM SLAB EDGE 15 A6.5 08 44 23 CRTW

508 51 10 WT3 PLAN DETAIL - ALT - FIXED WDW JAMB ALUM WDW A6.5A 1 1/2" = 1'-0" OPERABLE

ALUM WDW OPERABLE

_____________________

14' - 0"

13 45 00 PNL-TO-PNL 13 45 00 GASKET

_____________________

5 A6.5

_____________________

+/- 6"

14' - 0"

_____________________

1' - 8 1/2"

_____________________

JAMBS

LANGAN

SCAIFE HALL

07 42 16 WALLDETAIL PNL - ALT - STACK JOINT AT SHADOWBOX 11MTL COMPOSITE WT4 SECTION LINE OF SILL BEL A6.5A 1 1/2" = 1'-0"

13 45 00 PNL-TO-PNL GASKET

13 45 00 ALUM -15 WDW

2400 ANSYS DRIVE, SUITE 403 CANONSBURG, PA 15317 V 724-514-5100 7 WT3 PLAN DETAIL - MTL PNL TO BACKPNT GL F A6.5 724-514-5101 1 1/2" = 1'-0"

08 44 23 08 44 23 GALV STL BACK PAN CONT ALUM FIN -05

08 80 00 GL

T.O COPING 965' - 10 1/2"

13 45 00 CONT ALUM FIN -01 CIVIL ENGINEER

CL FIN

STRUCTURAL / MEP / FP / IT ENGINEER

08 51 13 JT JT OPERABLE VENT 2' - 3ARCHITECT 1/8" LANDSCAPE

SCHD INT FINISH FLR LEVEL

BURO HAPPOLD CL JT 1 PPG PLACE, 23RD FLOOR PITTSBURGH, PA 15222 V 646-325-6273

13 45 00 FLR LEVEL ALUM COMPOSITE MTL PNL -02 CL FIN

08 44 23 CRTW -01

08 51 13 INT GLZ OPERABLE VENT

14' - 0"

06 16 43 GYP SHEATING 13 45 00 45 00 ADJUSTABLE GALV13STL ANCHOR -11 FOIL FACED SHT AVB -04 BRKT 13 45 00 MFR PNL-TO-PNL GASKET -06

LEVEL 4 964' - 2"

13 45 00 MINERAL WO -03

08 80 00 GL -01

14' - 0"

T.O COPING JT 965' - 10 1/2"

13 45 00 AVB COMPA

6' - 0"

150 S INDEPENDENCE MALL W SUITE 1123 PHILADELPHIA, PA 19106 V 215-440-003013 45 00 GLZ CLADDING SYS -17 F 215-440-0041

1' - 8 1/2"

OLIN

4' - 6 1/4"

13 45 00 GYP SHEATH -05 WT3 PLAN DET 1 13 1/2"45= 00 1'-0" BACKER RO -13 13 45 00 COLD-FORM -07 13 45 00 FOIL FACED -04

7 5/8" MAX

LANDSCAPE ARCHITECTJT

ARCHITECT

5 A6.5A

14' - 0"

08 44 23

LINE OF SILL BEL

+/- 6"

841 NORTH AMERICAN STREET PHILADELPHIA, PA 19123 V 215-922-6600 F 215-922-4680 08 44kierantimberlake.com 23 CRTW

WT3 SECTION DETAIL - FIN - SPANDREL TO SPANDREL MINERAL WOOL INS 1 1/2" = 1'-0" 05 40 00 CFMF

15 WT3 SECTION DETAIL - MTL PNL AT ROOF EDGE A6.5 1 1/2" = 1'-0" COVERPLATE 13 45 00 13 45 00 ALUM COMPOSITE ALUM MTL WDWPNL -15

JT 1' - 8 1/2"

6' - 0"

12 WT3 SECTION DETAIL - ALT - FIN AT MTL PNL TO MTL PNL A6.5A 1 1/2" = 1'-0" WT3 PLAN DETAIL - MTL PNL VERT JT 1 1/2" = 1'-0"

14' - 0"

08 80 00 GL OR 07 42 16 MTL COMPOSITE 13 45 00 SCHD INT WALL FINISH MATERIAL PNL.MAX SEE +/- 6" 7 5/8" AVBELEV COMPATIBLE SHT FLG

13 45 00 PNL-TO-PNL GASKET

15 A6.5

5 A6.5

WT3 PLAN DETAIL - FIXED WDW JAMB LINE OF HORZ FIN BEL 1 1/2" = 1'-0"

14' - 0"

JT 1' - 8 1/2"

13 45 WT4 SECTION DETAIL - ALT - STACK JOINT AT00 SHADOWBOX 07 92 00 CONT ALUM FIN -01 1 1/2" = 1'-0" BACKER ROD & SLNT

WT3 PLAN DETAIL - MTL PNL TO BACKPNT GL 1 1/2" = 1'-0"

LINE OF SILL BEL 6 A6.5

14' - 0"

T.O. COPING FLR LEVEL 965'-10 1/2" CL FIN

LINE OF HORZ FIN BEL

ARCHITECT

6 WT3 PLAN DETAIL - ALT - OPERABLE WDW JAMBS A6.5A 1 1/2" = 1'-0" FURNITURE / FIXTURES / EQUIPMENT DESIGN STRUCTURAL / MEP / FP / IT ENGINEER 13 45 00 SPACESMITH INT GLZ OPERABLE VENT BURO HAPPOLD ONE NEW YORK PLAZA, SUITE 4200 1 PPG PLACE, 23RD FLOOR NEW YORK, NY 10004 PITTSBURGH, PA 15222 V 212-620-5583 V 646-325-6273 13 45 00 ALUM -15 WDW

LINE OF HORZ FIN BYD

1' - 8 1/2"

07 62 00 SHT MTL RF COPING AND CLEATS

13 45 00 GLZ CLADDING SYS -17

14 A6.5

08 44 23 ADJUSTABLE SLAB EDGE -11 7 SUPPORT BRKT A6.5 08 80 00 GL -01

08 80 00 GL

LINE OF SILL BEL

8DESIGN WT3 PLAN DETAIL - OPERABLE WDW JAMBS RESEARCH FACILITIES 841 NORTH AMERICAN STREET A6.5 1 1/2" = 1'-0" 3965 FIFTH AVENUE SUITE 400 PHILADELPHIA, PA 19123 SAN DIEGO, CALIFORNIA 92103-3192 V 215-922-6600 V 619-297-0159 F 215-922-4680 F 619-294-4901 kierantimberlake.com

13 45 00 ALUM COMPOSITE MTL PNL -02

13 45 00 CONT ALUM FIN -01

08 44 23 CONT ALUM FIN -05

13 45 00 ALUM WDW -15

14' - 0"

FLR LEVEL

SLOPE 1/4" PER FT

CL FIN LABORATORY PLANNER

13 45 00 MFR PNL-TO-PNL GASKET -06

13 45 00 GLZ CLADDING SYS -17

08 80 00 GL -01

08 44 23 GEOTECH ENGINEER GALV STL BACK PAN CONSULTANTS -10 SCI-TEK 655 RODI ROAD, SUITE 303 PITTSBURGH, PA 15235 V 412-371-4460 FLR LEVEL

13 45 00 MINERAL WOOL INS BD 4" THICK -03

CL FIN

13 45 00 INT GLZ OPERABLE VENT

2400 ANSYS DRIVE, SUITE 403 CANONSBURG, PA 15317 V 724-514-5100 07 42 16 F 724-514-5101 MTL COMPOSITE WALL PNL -01

13 45 00 AVB COMPATIBLE SHT FLG

13 45 00 FOIL -04 FACED SHT AVB

11 A6.5A

LANGAN

13 45 00 FOIL FACED SHT AVB -04

08 44 23 CRTW -01

08 51 13 INT GLZ OPERABLE VENT

CIVIL ENGINEER

13 45 00 BACKER ROD & SLNT -13 13 45 00 COLD-FORMED MTL FR -07

WT3 SECTION DETAIL - MTL PNL AT ROOF EDGE 1 1/2" = 1'-0"

07 52 16 MOD BIT MMB SEE A6.20

7 5/8" MAX

13 45 00 GYP SHEATHING -05

WT3 SECTION DETAIL - ALT - FIN AT MTL PNL TO MTL PNL 08 80 00 GL OR 1 1/2" = 1'-0" 07 42 16 MTL COMPOSITE MATERIAL WALL PNL. SEE ELEV

06 16 43 GYP SHEATING

COVERPLATE 07 65 26 SELF-ADHERING SHT FLG

+/- 6"

3' - 10"

WT3 PLAN DETAIL - FIXED WDW JAMB 1 1/2" = 1'-0"

1' - 8 1/2"

6 A6.5

14' - 0"

WT3 PLAN DETAIL - OPERABLE WDW JAMBS 1 1/2" = 1'-0"

05 40 00 CFMF

08 80 00 GL -01

13 45 00 ALUM -15 WDW

3' - 10"

8 A6.5

08 44 23 MINERAL INS MAX +/- 6" WOOL 7 5/8"

LEVEL 4 964'13- 45 2" 00 ALUM -15 WDW

13 45 00 INT GLZ OPERABLE VENT

OLIN

T.O. COPING

07 92 00 BACKER ROD & SLNT

12 A6.5A

LANDSCAPE ARCHITECT

LINE OF HORZ FIN BEL

1' - 8 1/2"

CL FIN

965'-10 1/2"

07 52 16 MOD BIT MMB SEE A6.20

15 A6.5

BURO HAPPOLD

1 PPG PLACE, 23RD FLOOR PITTSBURGH, PA 15222 V 646-325-6273

13 45 00 ALUM -02 COMPOSITE MTL PNL

LINE OF SILL BEL

FLR LEVEL 07 62 00 SHT MTL RF COPING AND CLEATS

07 65 26 SELF-ADHERING SHT FLG

841 NORTH AMERICAN STREET PHILADELPHIA, PA 19123 V 215-922-6600 F 215-922-4680 kierantimberlake.com

13 45 00 ADJUSTABLE GALV STL ANCHOR -11 BRKT

08 80 00 GL -01

08 44 23 GALV STL BACK PAN -10

SLOPE 1/4" PER FT

SCHD INT FINISH

13 45 00 ALUM -15 WDW

A6.5A

DESIGN DEVELOPMENT 7 NOT FOR CONSTRUCTION A6.5 _____________________

WT3 SECTION DETAIL - ALT - OPERABLE WINDOW SILL AT SPANDREL

LEVEL 2 936' - 2"

5 A6.5

_____________________

08 44 23 CONT ALUM FIN

' - 10"

+/- 6"

LEVEL 3 950' - 2"

BULLETIN BUILDING RENOVATION Philadelphia, PA KieranTimberlake, Architect, 2018 Design Development + Construction Documentation Commercial / Facade Renovation 2022 AIA Philadelphia Honor Award 2022 AIA Pennsylvania Merit Award 2022 The Architect’s Newspaper Top Facades

This renovation reimagines the former printing and publishing headquarters of the now-defunct Evening Bulletin newspaper as a centerpiece in Philadelphia’s booming Schuykill Yards. Constructed in 1954, the original building demonstrated renowned architect George Howe’s mastery of modern, simple, and powerful architecture. The elevated volume sat atop a slender base with a smooth masonry skin, an expansive, horizontal eastern facade, subtle asymmetry, and assertive signage. Additional windows cut into the facade during a renovation in the 1990s brought much-needed light to the space, but also diminished the building’s impressive monumentality. In re-imagining the structure, we retain the scale, massing, and character of the original building while evolving the design to accommodate new uses and standards. Our design restores and enhances the original fabric and features while also incorporating evolutionary interventions including a new red-framed glass facade, modern graphical signage, and an alphabet-patterned frit—an homage to the building’s history.

Bulletin Building, 1954 original design

Bulletin Building, with 1990s alteration

completed new facade building with adjacent public space (collaboration with team at KieranTimberlake)

REPAIR/RESTORE MASONRY

UNITIZED CURTAIN WALL WITH DIGITALLY PRINTED FRITTED GLASS

ALUMINUM ARMATURE WITH CUSTOM PEARLESCENT METAL COATING

LED NEWS TICKER

REPAIR/RESTORE SST COLUMN COVERS

continuous cabinet

separate cabinets

relationship between soffit, ticker, slab edge, and curtainwall

led ticker feasibility (collaboration with team at KieranTimberlake)

selected exterior loggia details

entry loggia (collaboration with team at KieranTimberlake)

VOLUNTEER SUSTAINABILITY EFFORTS Selected work, 2018-2022

I proactively seek opportunities related to sustainability within my firms and the local professional architecture community. Outside of project work, I also developed a research proposal and action framework for zero waste operations for the office and promoted the creation of high-performing places that suppor t human and ecological well-being at the studio-level through the firm’s Living Design initiative through regular meetings with project teams. At KieranTimberlake, I volunteered regularly at a local food bank and led and planned a community voter registration event. Additionally, I initiated and led daylight analysis (sDA and ASE) for an elementary school project at Mahlum that resulted in the successful design integration of skylights in all existing and new classrooms to meet building performance goals. In addition to my immediate project assignments at both KieranTimberlake and Mahlum, I carved out my own research investigations related to life cycle cost analysis benchmarking and the integration of the AIA Framework for Design Excellence with overarching company design principles at each firm, respectively.

Life Cycle Analysis for Interior Renovation Washington, DC / Perkins&Will At Perkins&Will, I conducted the first life cycle analysis using Tally for interior renovation at the firm to begin benchmarking the environmental impacts of a typical TI project. The initial reports showed that the carpet and ceramic tile were the highest contributors to global warming potential. These results were bolstered by the selective reuse of interior storefront, aluminum frames, and wood flooring.

Operation Zero Waste Washington, DC / Innovation Incubator We as designers consistently and successfully track operational energy and water use. The reporting of these sustainability measures has promoted both environmental resource efficiency and economic and social incentives for using less within the built environment. In demonstrating leadership in energy and water use design, we should do the same for operational waste that is generated and managed within the buildings we design and occupy. The goal of this Innovation Incubator proposal is to produce a document that catalogs current practices and provides actionable guidance for operational waste-management and resource efficiency.

Data Visualization for AIA DDx Reporting Philadelphia, PA / AIA Philly COTE As a member of the Philadelphia chapter of the AIA Committee on the Environment, I have presented to the chapter and internal working groups on topics related to the AIA’s 2030 Commitment and the interpretation of data reported to the DDx by member firms. Example presentation titles includes “Best practices and tools for reaching 2030 targets” and “Introducing the New DDx and Techniques for Analyzing your Portfolio”.

DAYLIGHT ANALYSIS PUYALLUP ELEMENTARY SCHOOL Puyallup, WA Mahlum, Architectural Staff, 2018 Schematic Design + Design Development K-12 Education / Renovation + Addition

Florence Pope Elementary School was constructed in 1981 and includes 24 classrooms, a library, gym, offices, kitchen, and support spaces totaling 41,700 square feet. The building is single story, wood frame construction with a brick veneer and metal siding fascia. Pope Elementary will be further renovated and expanded to accommodate the demands of a modern teaching environment. The new facility will provide 32 homerooms with an upgraded library, gym, support spaces, and a new dining commons to serve approximately 730 students. Site improvements will include expanded parking, new play areas, and a walking track. Within a team of three, I developed schematic layout, massing, and exterior envelope design. Additionally, I championed sustainability goals for the project while also initiating and leading daylight analysis (sDA and ASE) that resulted in successful design integration of skylights in all existing and new classrooms. I was the project BIM manager and primary draftsperson of exterior details.

existing conditions

new construction - main entry between existing and addition / central commons

existing classroom baseline

with skylights proposed

existing classroom

resulting architectural expression in renovated classrooms with skylights based on daylight analysis

OPERATIONAL AND EMBODIED CARBON ANALYSIS

At Bright Common I am the primary person in charge of environmental building analysis for all projects in the office and through all design phases. This role focuses on digital modeling to predict operational carbon (energy use) and embodied carbon accounting for assemblies and whole building (WBLCA). Using design tools such as Sefaira and One Click LCA, I analyzed the data and results in written, verbal, graphical formats to colleagues and clients.

Philadelphia, PA Bright Common, Project Architect, 2023

Because I have this role on all projects within the office, I have knowledge of other project successes in terms of design strategies than can inform other projects I am working. Therefore, my comprehensive view of the studio’s projects promotes knowledge sharing to meet building performance goals firmwide for all project types (mixed-use residential, single-family, and commercial). Furthermore, as an AIA 2030 Commitment signatory, I report all of the predicted operational and embodied carbon metrics to the organization through the online DDx dashboard.

HISTORIC

EXTERIOR

Existing Stone Wall

Existing Plaster

Insulation: None

Existing Plaster

Air Space

2x4 Wood Studs

Insulation: Dense Packed Blown-In Cellulose

Air Barrier / Vapor Variable Membrane

Service Cavity

Drywall

EXTERIOR

6COPYRIGHT BRIGHT COMMON ARCHITECTURE & DESIGN, 2023 NOT FOR CONSTRUCTION 7 8

BUSINESS AS USUAL HISTORIC - EXISTING TO REMAIN

CARBON SINK PASSIVE BUILDING

Existing Stone Wall

Existing Plaster

Insulation: None

Air Space

R-2

2x4 Wood Studs

Insulation: Dense Packed Blown-In Cellulose

Air Barrier / Vapor Variable Membrane

Service Cavity

Drywall

INTERIOR

R-23.8

4 0 5 0 MAIN ST

EXTERIOR

INTERIOR

EXST STONE EXST PLASTER

Existing Stone Wall

3 4

4 0 5 0 MAIN ST

36" 1/2"

2'-0"

INTERIOR

CARBON SINK PASSIVE BUILDING

2'-0"

EXTERIOR

R-23.8

2'-1 5/8"

1'-6"

EXTERIOR

2'-1 5/8"

EXTERIOR

R-2

INTERIOR

BUSINESS AS USUAL HISTORIC - EXISTING TO REMAIN

2'-0"

3 4

INTERIOR

2'-0"

36" 1/2"

EXTERIOR

2'-1 5/8"

Manayunk Church

Built circa 1850 on the banks of the Schuylkill River, the Roxborough Mills building is being transformed PLANT FOAM into PLANT a long-term home forFOAM a local Church. This project SCHEME 1.0 SCHEME 2.0 PASSIVE PASSIVE PASSIVE PASSIVE HISTORIC examines the EXST challenges of 36"designing in a rising flood EXST STONE 36" STONE EXST STONE R-3.5 STONE EXST STONE 36" EXST 36" R-3.5 36" EXST STONE R-3. 1/2"PLASTER EXST PLASTER 1/2" EXST PLASTER EXST PLASTER 1/2" EXST PLASTER 1/2" EXST PLASTER 1/2" EXST zone, renovating an existing building 2" AIR SPACE 5 1/2" 2X6 WD STUD FRAMINGHistorically2" AIR SPACE 5 1/2" 2X6 WD STUD FR 3 1/2" 2X4 WD FRAMING 2" CLOSED CELL SPRAY POLYURETHANE FOAM INSULATION 3 1/2" 2X4 WD FRAMING 2" CLOSED CELL R-12 SPR R-20.3 PACKED BLOWN-IN CELLULOSE 3INSULATION 5 1/2" DENSE PACKED BLOWN-IN CELLULOSE INSULATION GLASS FIBER BATT INSULATION R-13 R-20.3 5 1/2" DENSE 3 1/2" UNFACED GLASS registered, and marrying ---1/2"theseUNFACED complexities with -AIR BARRIER / VAPOR VARIABLE MEMBRANE -VAPOR VARIABLE MEMBRANE AIR BARRIER / VAPOR VARIABLE MEMBRANE --VAPOR VARIABLE 1 1/2" SERVICE CAVITY 5/8" (1) LAYER PTD GWB 1 1/2" SERVICE CAVITY 5/8" (1) LAYER PTD GW 5/8" PTD GWB R-25 5/8" PTD GWB aggressive carbon goals. This project highlighted R-23.8 TOTAL R-23.8 TOTAL the need to reevaluate the way we approach historic BUILDING ASSEMBLY COMPARISON preservation to incorporate building science, life cycle carbon, and operational costs into a more holistic SCHEME 1.0 SCHEME 2.0 When it36" willEXST use the 36" EXST STONE R-3.5 36" EXST STONE 36" EXST STONE 36" EXST STONEconversation. R-3.5 complete STONE R-3.5 half 1/2"PLASTER EXST PLASTER 1/2" EXST PLASTER 1/2" EXST PLASTER 1/2" EXST PLASTER 1/2" EXST 2" AIR SPACE 5 1/2" 2X6 WD STUD FRAMING 2" AIR SPACE 5 1/2" 2X6 WD STUD FRAMING embodied 2"carbon of comparable 2"new construction, and 3 1/2" 2X4 WD FRAMING CLOSED CELL SPRAY POLYURETHANE FOAM INSULATION 3 1/2" 2X4 WD FRAMING CLOSED CELL R-12 SPRAY POLYURETHANE FOAM INSULATION R-20.3 PACKED BLOWN-IN CELLULOSE 3INSULATION 5 1/2" DENSE PACKED BLOWN-IN CELLULOSE INSULATION 1/2" UNFACED GLASS FIBER BATT INSULATION R-13FIBER BATT INSULATION R-20.3 5 1/2" DENSE 3 1/2" UNFACED GLASS -AIR BARRIER / VAPOR VARIABLE MEMBRANE ---VAPOR VARIABLE MEMBRANE AIR BARRIERwith / VAPOR VARIABLE MEMBRANE --VAPOR VARIABLE MEMBRANE the PV5/8"system, it will use 1/5 the operational carbon 1 1/2" SERVICE CAVITY (1) LAYER PTD GWB 1 1/2" SERVICE CAVITY 5/8" (1) LAYER PTD GWB 5/8" PTD GWB R-25 TOTAL 5/8" PTD GWB compared to the regional average for this typology. R-23.8 TOTAL R-23.8 TOTAL 1

HISTORIC

FOAM PASSIVE

PLANT PASSIVE

EXTERIOR

1'-6"

PLANT PASSIVE

BUILDING ASSEMBLY COMPARISON COPYRIGHT BRIGHT COMMON ARCHITECTURE & DESIGN, 2023 NOT FOR CONSTRUCTION

INTERIOR

1 2

3 4

10 3/8"

Frankford Apartments is a mixed-use residential new construction project. During DD, the concept of a building would have two different expressions – one more linear, and one rounder with complexity in sculptural moves like decks and carveouts. Post-2020 required the team to be more adaptable for the assemblies and exterior expression. Buildings that are more energy efficient are typically built with materials that have a higher embodied carbon than those same materials applied to a code building. This is usually due to more thermal insulation which is often foam or plastic that has a high global warming impact. The team began looking at a “best” version of an embodied carbon wall and massing that is Code+. This primarily required simplifying the overall geometry to reduce sculptural carve-outs, specify bio-based materials, and use less plastic overall. The analysis and redesign showed that the thicker assemblies of “bad” materials lead to less energy use while thinner assemblies with carbon sequestering materials had a higher energy use. I conducted operational and embodied carbon analysis on both design schemes.

EXTERIOR EXTERIOR WALL ASSEMBLY WALL ASSEMBLY V1.0 V1.0 WALL ASSEMBLY: WALL ASSEMBLY: EXTERIOR EXTERIOR 1-HR FIRE 1-HR RATED FIRE RATED WD-FRAMED WD-FRAMED WALL, UL WALL, U356UL U356 R-VALUE R-VALUEDEPTH DEPTH MATERIAL MATERIAL EXTERIOR EXTERIOR CLADDING: CLADDING: VARIES,VARIES, REFER TO REFER ELEVATIONS TO ELEVATIONS FOR MATERIAL: FOR MATERIAL: 3/8" - 1/4" 3/8" - 1/4" W5.1: NATURAL W5.1: NATURAL SLATE W/ SLATE HPDE W/UNDERLAY HPDE UNDERLAY 3/8" 3/8" W5.2: FIBER W5.2:CEMENT FIBER CEMENT SIDING SIDING ----WRB / AIR WRBBARRIER: / AIR BARRIER: SELF-ADHERED, SELF-ADHERED, DRAINABLE DRAINABLE HOUSEWRAP. HOUSEWRAP. WEATHERLAP WEATHERLAP ALL COMPONENTS ALL COMPONENTS AS PERAS MFR PER RECOMMENDATIONS MFR RECOMMENDATIONS 7/16" 7/16" SHEATHING: SHEATHING: WD STRUCTURAL WD STRUCTURAL PANELS.PANELS. TAPE ALL TAPE JOINTS ALL JOINTS 7 1/4" 7 1/4" FRAMING: FRAMING: 2X8 WD2X8 STUD WDFRAMING STUD FRAMING EXTERIOR WALL ASSEMBLY V1.0 THERMAL EXTERIOR WALL ASSEMBLY V1.0 R-28 R-28 THERMAL CONTROL: CONTROL: DENSE-PACKED DENSE-PACKED CELLULOSE CELLULOSE INSULATION INSULATION (MIN. DENSITY (MIN. DENSITY 3.5 PCF)3.5 PCF) --- EXTERIOR --- EXTERIOR INTERIOR INTERIOR VAPOR VAPOR VARIABLE VARIABLE MEMBRANE WALL ASSEMBLY: 1-HR FIRE RATED WD-FRAMED WALL,MEMBRANE UL U356UL U356 WALL ASSEMBLY: 1-HR FIRE RATED WD-FRAMED WALL, SHEATHING: (1) LAYER (1) PTD LAYER TYPE PTD"X"TYPE GYPSUM "X" GYPSUM BOARD BOARD R-VALUE DEPTH 5/8" MATERIAL R-VALUE5/8" DEPTH SHEATHING: MATERIAL SCHEME 1.0 R-28 R-28 WALL R-WALL VALUE R- VALUE Slate Shingles / Wood Siding / Fiber Cement EXTERIOR CLADDING: VARIES,VARIES, REFER TO ELEVATIONS FOR MATERIAL: EXTERIOR CLADDING: REFER TO ELEVATIONS FOR MATERIAL: Shingles / Fiber Cement Board Siding 3/8" - 1/4" W5.1: NATURAL SLATE W/ HPDE 3/8" - 1/4" W5.1: NATURAL SLATE W/UNDERLAY HPDE UNDERLAY Exterior Insulation: Rigid Mineral Wool Air & Weather Resistive Barrier 3/8" 3/8" W5.2: FIBER SIDING SIDING W5.2:CEMENT FIBER CEMENT Plywood Sheathing --WRB / AIR SELF-ADHERED, DRAINABLE HOUSEWRAP. WEATHERLAP ALL COMPONENTS AS PERAS MFR RECOMMENDATIONS --WRBBARRIER: / AIR BARRIER: SELF-ADHERED, DRAINABLE HOUSEWRAP. WEATHERLAP ALL COMPONENTS PER MFR RECOMMENDATIONS 2x8 Wood Studs Cavity Insulation: Mineral Wool Batts 7/16" SHEATHING: WD STRUCTURAL PANELS.PANELS. TAPE ALL JOINTS 7/16" SHEATHING: WD STRUCTURAL TAPE ALL JOINTS Vapor Control Membrane 7 1/4" 7 1/4" FRAMING: 2X8 WD2X8 STUD FRAMING: WDFRAMING STUD FRAMING Drywall R-38 R-28 R-28 THERMAL CONTROL: DENSE-PACKED CELLULOSE INSULATION (MIN. DENSITY 3.5 PCF)3.5 PCF) THERMAL CONTROL: DENSE-PACKED CELLULOSE INSULATION (MIN. DENSITY EXTERIOR EXTERIOR WALL ASSEMBLY WALL ASSEMBLY V2.0 V2.0 --INTERIOR VAPOR VAPOR VARIABLE MEMBRANE --INTERIOR VARIABLE MEMBRANE 5/8" SHEATHING: (1) LAYER PTD TYPE "X" GYPSUM BOARD 5/8" SHEATHING: (1) LAYER PTD TYPE "X" GYPSUM BOARD WALL ASSEMBLY: WALL ASSEMBLY: EXTERIOR EXTERIOR 1-HR FIRE 1-HR RATED FIRE RATED WD-FRAMED WD-FRAMED WALL, UL WALL, U356UL U356 R-28 R-WALL VALUE R-28 R- VALUE R-VALUE R-VALUEDEPTH DEPTH WALL MATERIAL MATERIAL SCHEME 2.0 Slate Shingles or Fiber Cement Board Siding EXTERIOR EXTERIOR CLADDING: CLADDING: VARIES, VARIES, REFER TO REFER ELEVATIONS TO ELEVATIONS FOR MATERIAL: FOR MATERIAL: Air & Weather Resistive Barrier 3/8" - 1/4" 3/8" - 1/4" W5.1: NATURAL W5.1: NATURAL SLATE W/ SLATE HPDE W/UNDERLAY HPDE UNDERLAY Plywood Sheathing 2x8 Wood Studs 3/8" 3/8" W5.2: FIBER W5.2:CEMENT FIBER CEMENT SIDING SIDING Cavity Insulation: Dense-Pack Cellulose Vapor Control Membrane R-8.4 R-8.4 2" 2" THERMAL THERMAL CONTROL: CONTROL: EXTERIOR EXTERIOR MINERAL MINERAL WOOL INSULATION WOOL INSULATION Drywall ----WRB / AIR WRB BARRIER: / AIR BARRIER: SELF-ADHERED, SELF-ADHERED, DRAINABLE DRAINABLE HOUSEWRAP. HOUSEWRAP. WEATHERLAP WEATHERLAP ALL COMPONENTS ALL COMPONENTS AS PERAS MFR PER RECOMMENDATIONS MFR RECOMMENDATIONS R-28 7/16" 7/16" SHEATHING: SHEATHING: WD STRUCTURAL WD STRUCTURAL PANELS.PANELS. TAPE ALL TAPE JOINTS ALL JOINTS EXTERIOR WALL ASSEMBLY V2.0 FRAMING: EXTERIOR WALL ASSEMBLY V2.02X8 WD2X8 7 1/4" 7 1/4" FRAMING: STUD WDFRAMING STUD FRAMING R-30 R-30 THERMAL THERMAL CONTROL: CONTROL: MINERAL MINERAL WOOLUL BATT WOOL VERSION PERCENTAGE WALL ASSEMBLY: EXTERIOR 1-HR FIRE RATED WD-FRAMED WALL, U356INSULATION WALL ASSEMBLY: EXTERIOR 1-HR FIRE RATED WD-FRAMED WALL, ULBATT U356INSULATION DIFFERENCE 2.0 INTERIOR VAPOR VAPOR VARIABLE VARIABLE MEMBRANE MEMBRANE R-VALUE DEPTH --MATERIAL R-VALUE--DEPTH INTERIOR MATERIAL 5/8" 5/8" SHEATHING: SHEATHING: (1) LAYER (1) PTD LAYER TYPE PTD "X" TYPE GYPSUM "X" GYPSUM BOARD BOARD EXTERIOR CLADDING: VARIES,VARIES, REFER TO ELEVATIONS FOR MATERIAL: EXTERIOR CLADDING: REFER TO ELEVATIONS FOR MATERIAL: VERSION PERCENTAGE R-38.4 R-38.4 3/8" - 1/4" WALL R-WALL VALUE RVALUE W5.1: NATURAL SLATE W/ HPDE 3/8" - 1/4" W5.1: NATURAL SLATE W/UNDERLAY HPDE UNDERLAY 14 -27% 2.0 DIFFERENCE 3/8" 3/8" W5.2: FIBER SIDING SIDING W5.2:CEMENT FIBER CEMENT R-8.4 R-8.4 2" THERMAL CONTROL: EXTERIOR MINERAL WOOL INSULATION 2" THERMAL CONTROL: EXTERIOR MINERAL WOOL INSULATION --WRB / AIR SELF-ADHERED, DRAINABLE HOUSEWRAP. WEATHERLAP ALL COMPONENTS AS PERAS MFR RECOMMENDATIONS --WRBBARRIER: / AIR BARRIER: SELF-ADHERED, DRAINABLE HOUSEWRAP. WEATHERLAP ALL COMPONENTS PER MFR RECOMMENDATIONS 3.83 79% 7/16" 7/16" SHEATHING: WD STRUCTURAL PANELS.PANELS. TAPE ALL JOINTS SHEATHING: WD STRUCTURAL TAPE ALL JOINTS 7 1/4" FRAMING: 2X8 WD STUD FRAMING 7 1/4" FRAMING: 2X8 WD STUD FRAMING 247% 1.34 (FCB) 5%R-30 R-30 THERMAL CONTROL: MINERAL WOOL BATT 41.34 (Slate) THERMAL CONTROL: MINERAL WOOLINSULATION BATT INSULATION --INTERIOR VAPOR VAPOR VARIABLE MEMBRANE --INTERIOR VARIABLE MEMBRANE 9.21 21% 5/8" 5/8" SHEATHING: (1) LAYER TYPE GYPSUM BOARD BOARD SHEATHING: (1) PTD LAYER PTD"X"TYPE "X" GYPSUM R-38.4 R-38.4 WALL COPYRIGHT R-WALL VALUE R-ARCHITECTURE VALUE COPYRIGHT BRIGHT COMMON BRIGHT COMMON ARCHITECTURE & DESIGN, 2021 & DESIGN, 2021

10 3/8"

Frankford Apartments

5 6 7

LA MARCELINE 4

8 3/8"

WALL ASSEMBLY V1.0

5 6

VERSION 1.0

8 3/8"

ORIGINAL DESIGN W/ PV ARRAY

REVISED DESIGN W/ PV ARRAY

VERSION LA MARCELINE 11 WALL1.0 ASSEMBLY V2.0

BUILDING pEUI (kBtu/sf/yr)

ORIGINAL DESIGN W/ PV ARRAY

1 SF * SLAB

REVISED DESIGN W/ PV ARRAY

6.83

(kg eCO2e) GENERAL NOTES:

*NATIONAL MEDIAN EUI FOR MULTI-FAMILY PROJECTS (WITH 5+ UNITS) = 59.6. THIS METRIC IS BASED ON A TYPICAL MODERN BUILDING OF SIMILAR USE NORMALIZED BY CLIMATE, WEATHER, SPACE TYPE, BUILDING SIZE, OCCUPANCY, AND SCHEDULE PROVIDED BY THE CBECS 2003/RECS 2001 DATA AND PRESCRIPTIVE REQUIREMENTS (WHERE APPLICABLE). METRICS PROVIDED ARE BASED ON PRELIMINARY ENERGY MODELS USING THE SEFAIRA MODELING TOOL. GAUGING THE LIKELIHOOD THAT ACTUAL CERTIFICATION CAN BE ACHIEVED CAN ONLY BE DETERMINED BY A VERIFIED ZERH RATER ALONG WITH OTHER REQUIREMENTS AS LAID OUT IN THE CERTIFICATION GUIDEBOOK(S).

EXTERIOR WALLS (kg eCO2e)

4.61 (FCB) 41.34 (Slate)

ROOF

11.18

(kg eCO2e) NOT FOR CONSTRUCTION NOT FOR CONSTRUCTION

ASSEMBLIES, WHOLE BUILDING (kg eCO2e) BIOGENIC CARBON STORAGE (kg eCO2e)

920,000 - 437,000 483,000

385,000 - 450,000 - 65,000

GF Passive

LA MARCELINE

GENERAL NOTES: *EMBODIED CARBON METRICS ARE BASED ON ASSEMBLIES THAT ARE 1 SQUARE FOOT, THICKNESS VARIES BASED ON ASSEMBLY THICKNESSES. THESE METRICS ARE ESTIMATES ONLY AND ARE BASED ON AVAILABLE UNITED STATES DATA FROM THE TRACI DATABASE USING ONE CLICK LCA. THEY ARE NOT A GUARANTEE OF PREDICTED OR ACTUAL EMBODIED CARBON EMITTED OR SEQUESTERED.

OPERATIONAL CARBON COMPARISON

BASELINE - ENERGY CODE w/ SOLAR: 17,100

BASELINE - ENERGY CODE w/ SOLAR: $2,217 $371

$680 8,600

2,050

$1,166

LA MARCELINE

6,450

EMBODIED CARBON COMPARISON PROPOSED - PHIUS CORE PRESCRIPTIVE w/ SOLAR: $1,537

- PHIUS CORE PRESCRIPTIVE w/ SOLAR: 8,500 NOT FORPROPOSED CONSTRUCTION NOT FOR CONSTRUCTION 2,050

$371

6,450

12K

18K

800

kWh/yr

1.6k $/yr

kWh/yr

$/yr

ANNUAL ENERGY MIX - COMPARISON*

ANNUAL ENERGY COST - COMPARISON*

GAS

ELECTRICITY

SOLAR

GAS

*GAS ESTIMATES BASED ON THE SEFAIRA TOOL. ELECTRICITY AND ROOFTOP SOLAR ESTIMATES BASED ON OCT 2023 SOLAR STATES PROJECTIONS.

ELECTRICITY

2.4k

SOLAR

*GAS ESTIMATES BASED ON JULY 2O23 UTILITY RATES FOR PENNSYLVANIA. ELECTRICITY RATES AND ROOFTOP SOLAR ESTIMATES BASED ON OCT 2023 SOLAR STATES PROJECTIONS.

500

BUILDING PERFORMANCE: ENERGY USE SOURCE & COST 400

BASELINE: ENERGY CODE + SOLAR 395 tCO2e

300

200

PROPOSED: PHIUS + SOLAR 151 tCO2e 2053

2052

2054 YEAR 30 2055

2051

2050

2049

2048

2047

2046

2045

2044

2043

2042

2041

2040

2039

2038

2037

2036

2034

2033

2032

YEAR 10 2035

2031

2030

2029

2028

2027

2026

100

YEAR 1 2025

TOTAL CARBON EMISSIONS (metric tons of CO2e)

W H A R T O N H O U S E

YEAR OF BUILDING LIFE

W H A R T O N H O U S E

GF Passive is a new construction, single family townhome located in Southwest Philadelphia. As currently conceived, the project is a three-story 2/2.5 single-family house, slab-on-grade, woodframed construction with no basement. A photovolatic solar array is located on the building’s roof. Since the project Phius CORE Prescriptive certification, the clients were interested in seeing their projected energy costs and the embodied carbon compared to a typical single-family home in Philadelphia. Even with natural gas being cheaper than electricity, and all-electric home designed to Passive House standards with bio-based insulation had a lower predicted energy cost and carbon emissions. I conducted operational and embodied carbon analysis on the baseline and design cases with iterations for HVAC systems and bio-based insulation.

$1,166

BUILDING PERFORMANCE: TOTAL CARBON EMISSIONS OVER TIME COPYRIGHT BRIGHT COMMON ARCHITECTURE & DESIGN, 2023 NOT FOR CONSTRUCTION

BU D DY BU RK H A LTER A IA , LEED AP BD+C, LFA 512 705 9513 b ud dybu r k h alter @gmail.com