LUKE LAVERTY Architecture and Design Portfolio
LUKE LAVERTY, LEED AP BD+C, WELL AP, RA #951035 (MA, USA) +1 262.707.0997 (US) | +44 07541.146845 (UK) luke.laverty@gmail.com
PROFESSIONAL EXPERIENCE Boston, MA and London, UK (October 2021 – Present): Architect, Associate Science studio: Project architect and lab designer of multiple projects. Started and run firmwide lab design group, aiming to improve lab knowledge sharing and raise level of design across all offices.
NBBJ
Boston, MA (February 2017 – October 2021): Architect Big Science studio: Focusing on the performance of sciences spaces and the people within them, ranging from an internal study of fume hood diversity factors to a School of Engineering master plan. Co-creator of Kaleidoscope, an early design tool to bring Life Cycle Assessments early into design workflow.
PAYETTE
Boston, MA (February 2015 – February 2017): Arch III Science and Technology studio: Job captain and designer for multiple laboratory projects. Assistant director of the Perkins+Will Human Experience Lab: first acting member of then over 100, first research project’s Principal Investigator, and manager of office champions.
PERKINS+WILL
Madison, WI (Summer 2008 & June 2012 – January 2015): Architectural Intern II Science and Technology studio: Pushing scientific workplace design and sustainability through all stages of the architectural process for national laboratories and major pharmaceuticals.
FLAD ARCHITECTS
Washington, DC (March – September 2011): Architectural Intern High-end Class A+ corporate interior architecture.
LEHMAN SMITH MCLEISH
EDUCATION UNIVERSITY OF CINCINNATI
(2009 – 2012)
Master of Architecture: Professional Degree with Thesis Award for Distinguished Research (2005 – 2009) Bachelor of Science in Architectural Studies Minor: Structural Engineering Summa Cum Laude with Commencement Honors, Honors Degree with Thesis, High Honors in the Major
UNIVERSITY OF WISCONSIN–MILWAUKEE
Exterior View of the entry with welcoming amenity pavilion and efficient machine lab module building beyond
Rendering by Hansinok
SCIENCE PARK GATEWAY BUILDING NBBJ - 2023 - 1 month duration competition entry Simultaneously bold gateway, sensitive to context and views, and economic flexible incubator lab in two moves: landscape-integrated sloping green roof over shared amenity pavilion and efficient lab module machine behind. SITE: Southampton, UK
Driven by two potentially opposite motivations from the Science Park (for a bold gateway design and to be concealed from view at the campus entry to allow area residents to see grass and an adjacent historic garden wall), this design proposal achieves both. On an idyllic plot with walking paths and small building scale throughout, a highly-efficient maximized lettable area block is set behind a campus entry tree line, and a sloping berm conceals a parking lot and evolves into a green roof over a timber-structured collaboration pavilion as a magnet for the incubator tenants. Lab modules were developed baseed on an existing successful incubator building with added flexibility and reduced cost: simply two lab and/or office modules sizes with focused infrastructure that can be connected as needed. STRATEGY:
Lead designer and creator of design concept, lab planner, coordinated design concept with MEP engineer and landscape architect, and managed team to produce deliverables for competition submission. RESPONSIBILITIES:
Darius Umrigar (PIC), Ingo Braun (Design Principal), Ali Cininas, Anu Sabherwal, Ariel Abarquez TEAM:
Science park landscape concept diagram
Fira Landscape Architecture
W
Potential Link to The Club
View
Connection
Walled Garden Drop off
Connection
CP
E
Creche
View
Dedicated high efficient, cost effective lab-enabled block: - Uninterrupted lettable modules - Modules can accommodate lab and office space
Green roof over amenity space pavilion
Shared amenity pavilion in affordable structure outside lab enabled block. Size subject to developing brief: - Arrival space - Meeting rooms - Cafe - Conference facilites
3300
3300
1500
CORE AND SHELL ONLY
3300
SLIDING DOOR FOR EFFICIENT LAYOUT FURNITURE WALL FOR FLEXIBILITY AND COST
OPEN SPACE FOR CASEWORK OR EQUIPMENT FOR FLEXIBILITY AND COST
3300
1500
6000
4500
10500 8100
10700
7000
7000
CORE AND SHELL ONLY
TYPICAL INDUSTRY FLEXIBLE LAB MODULE
6600 3200
7000
3200
1500
6400 3500
2450
3500
PROPOSED REVISED SINGLE MODULE: 3.3m x 7.0m 23 m2 | 250 sf
1500
7000 3500
PROPOSED REVISED DOUBLE MODULE: 6.6m x 10.5m 69.5 m2 | 750 sf
3850
EXISTING SCIENCE CENTRE DOUBLE MODULE: 6.4m x 10.7m 68 m2 | 735 sf
7000
PREVIOUS BUILDING DOUBLE MODULE: 7.0m x 7.0m 35 m2 | 375 sf
Revit, Illustrator
2850
PREVIOUS BUILDING SINGLE MODULE: 3.5m x 7.0m 24.5 m2 | 265 sf
Program Stacking Diagram
Lab Module Study
Revit
1
4
3
2
2 1
Concept diagram: conceal the building from view at the campus entry and reveal a bold dynamic design as one enters
3 Aerial View: landscape integration site strategy SketchUp, Enscape
4
Exterior View sequence as one travels down entry road
SketchUp, Enscape
Interior View of the Makerspace
Photos by Robert Benson Photography
CENTER FOR ENGINEERING & HEALTH PROFESSIONS Payette - 2021 - 18 month duration New building of 59,000sf for unique mix of multiple engineering and health professions specialty labs across a central daylit commons. SITE: University of Hartford, CT
In the center of the campus main green, an efficient wedge-shaped footprint with a significant pedestrian connection through and sloping green roof above resulted. An efficient form, the quality of the building revealed itself on the inside with simple stepping of classrooms/labs and double- and triple-height spaces as the building increased in height. The sloping roof provided the challenge of coordinating the floor to floor elevations, roof chiller opening, connecting MEP, and elevator overrun to ensure the building fits in appropriately with its context. Exposed MEP and structure were closely coordinated, including in specialty lab spaces such as the high bay gantry crane, drone net, turbomachinery fans, concrete testing, nursing simulaiton mannequins, and motion analysis force plates. STRATEGY:
Job Captain, project designer, and BIM coordinator from DD through CA. Responsible for specialty lab and MEP coordination; lab design; documentation of floor plans, interior elevations, stairs, and lab casework and equipment; and point person for construction administration of all interiors. RESPONSIBILITIES:
TEAM: Jeff DeGregorio (PIC), Peter Vieira (Design Principal), Sara
Gewurz (PM), Mark Bandzak (PA), Dane Clark, Amber Penman, Josh Aranson, Laura Devine Second Floor Program Plan
Revit
Program Engineering Labs Health Professions Classrooms
UP
Circulation: Commons Vertical Circulation Building Support
UP
Interior View facing North through Commons space between engineering (left) and health professions (right) North-south building section facing West through engineering spaces and exterior chiller opening B
C
D
E
F
F.3
G
H
I
J
K
L
M
Revit
N
1 14' - 6"
MEZZANINE 27' - 10"
2' - 0"
13' - 4"
LEVEL 2 13' - 4"
1
SECTION C-C SCALE: 1/8" = 1'-0"
LEVEL 1 0" LEVEL 1 LOW -2' - 0"
42'-6 1/2" 5" GROWING MEDIUM 42'-1 1/2" 1" DRAINAGE/COVER BOARD/MEM 42'-0 1/2" 6" INSULATION 41'-6 1/2" 1/2" SUBSTRATE 41'-6" 3" DECK ~41'-3" --------- (T.O.S.-ANGLED) -------(4" VENT BEAMS WERE REMOVED) 1" BUST: 41'-4" W8 40'-8" 12'-10" ELEVATOR OVERRUN 27'-10" --------- (MEZZ) --------
13' - 11"
CONFIRMED W/ OTIS
ELEVATOR OVERRUN 12' - 10"
27'-10"
--------- (T.O. PARAPET AT CHILLER END-ANGLED) -------33'-3" B.O. 8'-6" H CHILLER 32'-9" + 6" VIBRATION 32'-8 1/4" DUNNAGE T.O.S. / B.O. 3/4" DUNNAGE GRATING 31'-8 1/4" B.O. W12 DUNNAGE STRUCTURE 3'-1" RESULTANT CLEARANCE UNDER BEAMS 28'-7 1/4" 1/2" COVER BOARD/MEM = STEP UP 9 1/4" INTO WELL 28'-6 3/4" +2 3/4" @ 1/4" / FT AT HIGH POINT (EAST & WEST) 28'-4" 6" INSULATION AT LOW POINT (CENTER) --------- (MEZZ) --------
13' - 4 3/4"
~41'-9"
14' - 6"
LIGHTING 6" CEILING 10' - 0"
CLEAR 2" INSUL DUCT 1' - 11"
NEW FTF 14' - 6"
MEZZANINE 27' - 10"
BEAM & SLAB 1' - 10"
MEZZANINE 27' - 10"
LEVEL 2 13' - 4"
13' - 4"
LEVEL 2 13' - 4"
LEVEL 1 0"
LEVEL 1 0" LEVEL 1 LOW -2' - 0" ELEV PIT -4' - 0"
G
H
I
J
K
L
SECTION JOG TO CUT THROUGH SOUTH BRIDGE
COORDINATE VENTING
STAIRS HUNG
W8 BEYOND COORDINATE
3' - 4"
CURRENTLY MODELED
MEZZANINE 27' - 10" 4" SHORT OF 10'-10" CEILING
8"
6"
1' - 10"
2" CLEAR
W16
DUCTWORK W8
REVIEW GUARDRAIL
WOOD SLAT CEILING THICKNESS?
10' - 10"
DOES STAIR GUARDRAIL ALIGN W/ BRIDGE?
CONSIDER 1' LANDING TO KEEP GUARDRAIL IN LINE WITH BRIDGE LIKE AT MEZZANINE LEVEL 2 13' - 4"
HOW DOES STRINGER DIE INTO BRIDGE? BRIDGE SIDES TO MATCH MEZZ BRIDGE?
BRIDGE SIDES TO MATCH MEZZ BRIDGE?
LEVEL 1 0" LEVEL 1 LOW -2' - 0" ELEV PIT -4' - 0"
Coordination section views developing sloped roof, MEP, structure, and elevator
Revit
1 Section detail of roof coordination of exposed and concealed services
Revit
GENERAL NOTE: PROVIDE SLOTTED METAL FRAMING FOR THE SUPPORT OF ALL ARCHITECTURAL AND MEP SYSTEMS AT THE ROOF DECK. COORDINATE LAYOUT WITH ARCHITECT WHERE EXPOSED TO VIEW. REFER TO RCPS FOR DEVICE LOCATIONS.
8"
4' - 0"
8"
4' - 0"
8"
J-BOX FOR POWER REEL AND OCCUPANCY SENSOR SHIM FOR OCCUPANCY SENSOR SO POST DOWN IS PERPENDICULAR TO THE FLOOR (NOT THE ROOF DECK) DASHED LINES: SMOKE DETECTOR MOUNTED TO PRIMARY NORTH-SOUTH SLOTTED METAL CHANNEL
BOTTOM OF ROOF DECK
SLOTTED METAL FRAMING FLANGE CLAMP
MECHANICAL PIPING
1' - 0"
2"
1"
QUIKSTIX UPTIGHT CLIP
1' - 2"
SLOTTED METAL FRAMING
1' - 8"
3 1/2"
11"
5 1/2"
FP
LIGHT FIXTURE SCHED
1/2" 4 1/2" 4 1/2" 4
DUCTS HUNG FROM SLOTTED METAL FRAMING ABOVE
DASHED LINES: DESTRATIFICATION FAN WITH AIRCRAFT CABLE
4' - 6"
TECHLINE "TEE"
POWER REEL CENTERED ON THE APC JOINT AND HUNG FROM SLOTTED METAL FRAMING WITH SECONDARY SLOTTED METAL CHANNEL AND THREADED ROD. CHANNEL ABOVE THE TECTUM IS CONTINUOUS AS NEEDED, BUT THE CHANNEL AT THE REEL AS REQUIRED IS TO BE ONLY THE LENGTH OF THE REEL'S MOUNTING PLATE AND IS TO BE CONCEALED.
OCCUPANCY SENSOR & WIFI WAP POSTED DOWN POST TO BE PAINTED PT-6 AND TO BE PERPENDICULAR TO FLOOR (NOT THE SLOPED ROOF DECK)
HOOK & EYE THRO HOLES. HORIZO NET MUS REMOVABLE ACCESS TO SYST AB
CROSS MEM BEY
DRONE
vt
LIGHT FIXTURE AS SCHEDULED WITH AIRCRAFT CABLE
15 TYPICAL CEILING DETAIL - APC-3
12 DRONE N
1 View facing West through the daylit double-height Commons between the Lab (left) and Office (right) Bars
R&D CAMPUS FACILITY RENOVATION & ADDITION Perkins+Will - 2015 - 10 month duration Fast-tracked state-of-the-art R&D campus facility including 150,000sf of renovations and new 50,000sf front-door, communal atrium, and lab addition pursuing LEED Gold as a means of creating a cohesive collaborative campus. SITE: East Hartford, CT
Given the existing sprawling collection of utilitarian office, research, and service buildings, we aimed to create a center of gravity to unite the campus while integrating with it with the same material and formal language. To do this, we created a central space between the new lab addition and office renovation as a place for paths to cross. A significant focus was to create collaborative and transparent yetB BUILDING highly secure and flexible research spaces. STRATEGY:
5
4
3
2
Job Captain, project designer, and BIM coordinator from SD through CDs. Responsible for documentation of floor plans, RCPs, interior finish plans, cores, reception desk, and lighting coordination. Worked as a team in presentation preparation of drawings and renderings, MEP coordination, and interior detailing. RESPONSIBILITIES:
D
A BUILDING
Bill Harris (PIC), Rick Kuhn (Design Director), Jeannine Campbell (Interiors Design Director), Paul Brouillette (PM), Andy Bennett (PA), Noel Murphy, Brian Ip, Ryan Kurlbaum TEAM:
C
H BUILDING
Campus Scope Diagram
Revit
B
J BUILDING J Building
KK BUILDING Building
L Building L BUILDING WEST
EAST
Renovation
1:50 PM
c:\temp\155206_003 - UTRC - K-South Building - v2015_Lavertyl.rvt
K BUILDING K-SOUTH BUILDING
New Construction A
K-SOUTH BUILDING
K-South Building
N
G
F
C E
D
1
3 A
B
2 4
Lobby: A Exhibit & Conference Room: B Commons: C Laboratory: D High-Bay: E Open Office: F Conference Center: G
5 Level 1 Floor Plan highlighting Collaboration Areas
Revit, Illustrator
EXIST. WALL TO REMAIN 09-P-01 PAINT A1 A52-05-2 ALUM. TRIM
09-BS-03 FRAME OUT LCD RECESS WITH 1/4" THICK ALUMINUM ANGLE. SET ANGLE TO FACE OF TILE. 3/4" THICK MDF, PTD
2 1/2" METAL STUDS WITH 5/8" DRYWALL FURRED OUT/OR BOTH SIDES ACOUSTICAL BATT INSULATION, TYP. POWER/TEL-DATA AS SPECIFIED LCD MONITOR BRACKET. PROVIDE BLOCKING AS REQ'D, TYP. LCD MONITOR - FINAL DIMS TO BE COORDINATED 1/4" THICK ALUMINUM TRIM 09-P-01 DBL LAYER OF DRYWALL
09-P-01 DBL LAYER OF DRYWALL FOR FLUSH WOOD BASE PAINTED MDF BASE WITH 1/2" REVEAL, SCRIBE BASE TO FLOOR A -LEVEL K LEVEL011 0' - 0"
Casework section detail
SECTION DETAIL - PRE-FUNCTION MONITOR WALL
" = 1'-0"
Program massing
2 View in double-height Lobby facing Commons 3 View of the Commons feature stair and bridge between program bars
Commons as connector
Commons heat gain diagram
Lobby heat gain section diagram
4 Exterior View facing Northwest toward the addition’s new welcoming campus front door
5 Existing view of existing building’s south facade
Design concept: splayed planes
Facade and glazing language
Axonometric diagram of lab planning informing facade rhythm
5 Exterior view of approach to addition bridging transparency and security
Interior View between Fully-Automated Microfluidics Laboratory (left) and Biology Laboratory (right)
SketchUp, Podium, Photoshop
FULLY-AUTOMATED MICROFLUIDICS LAB Flad Architects - 2013 - 4 month duration A national laboratory’s collaborative hub for researchers and computational scientists with a fully-automated microfluidics lab and coupled data center below to analyze the effects of climate change on thousands of environmental samples daily.
Addition to Argonne National Laboratory Theory and Computing Sciences Building, Lemont, Illinois SITE:
STRATEGY: The 46,000 square foot research center houses offices,
conference spaces, and workstations with collaboration spaces integrated throughout the open plan. The level of automation is the first of its kind at its scale and research goals. Armed with a significant data center on the level below, the lab will accelerate the national lab’s mission of analyzing climate change by testing environmental samples via the integrated automation and modeling in the aforementioned supercomputers. The project’s completion in 2016 coincides with funding and automation requirements involved. Assisted in research and design. Design documentation in two, three, and four dimensions while collaborating with architect-of-record. Fly- and walk-through video using Lumion and renderings. TEAM: Rachel Nelan (PIC), Paul Hansen (PM) RESPONSIBILITIES:
Floor Plan Program Diagram
AutoCAD
Program Laboratory Laboratory Support Office Office Support Building Support
Structure
Envelope
Hidden Line
Conceptual Rendering
Exploded Axonometric View highlighting Revit Categories per Embodied Impacts
Revit, Tally
Tally™ Problem Entry Area: Concrete structure 1%
2% 2%
I2SL PRESENTATION: BIM LIFE CYCLE ASSESSMENT Flad Architects - 2014 - 3 week duration
5%
2%
Software exploration of Autodesk Tally and Athena Impact Estimator
10% 19%
for whole building life cycle assessment for a LEED Pilot Credit and
1%
presentation at International Institute for Sustainable Laboratories
5%
(I2SL/Labs 21) Annual Conference 2014.
3%
SITE: University of Wisconsin-Madison Hospital, Madison, WI
4%
4% 5%
%
2%
UW1%HEALTH EAST Full Core, Shell, and Structure Summary
30%
Primary Energy Demand Energy Demand Results per Primary Revit Category, itemized by Tally™ Entry 2%
2%
1%1%
3%
1%
10% 22%
6%
1%
Cast-in-place concrete, reinforced structural concrete, 4000 psi (30 MPa) Glue laminated timber (Glulam), softwood Reinforced concrete footing Steel, 2L-section Steel, angle Steel, channel Steel, hollow structural section Steel, round tubing Steel, wide flange shape
5%
RESPONSIBILITIES: Revit, Tally, and Athena life cycle assessments,
3%
4%
4% 5%
2%
Walls Aluminum faced composite wall panel (ACM) Cast-in-place concrete, reinforced structural concrete, 4000 psi (30 MPa) Closed cell, polyurethane foam, spray-applied Concrete, unreinforced, 4000 psi (30 MPa), 25% fly ash Fluid applied synthetic polymer air barrier Glass-fiber, blanket Hollow-core CMU, grouted Hollow-core CMU, ungrouted 34%
Solution: Replace concrete Legend
with steel and increase fly ash Curtain Panels quantities Windows Aluminum, sheet Fluid applied synthetic polymer air barrier Glazing, double pane IGU Glazing, double pane IGU Spandrel, aluminum, insulated Spandrel, glass, insulated Steel, C-stud metal framing Wall board, gypsum
30%
Plywood, exterior grade Full Core, Shell, and Structure Summary PVC roofing membrane, sheet Steel, C-stud metal framing Wall board, gypsum
Structure
Reinforced concrete footing Steel, 2L-section
100%
Revit Category Walls
Aluminum, formed Cast-in-place concrete, reinforced structural concrete, 4000 psi (30 MPa) Cast-in-place concrete, slab on grade Domestic softwood Hollow-core CMU, ungrouted Plywood, exterior grade Reinforced slab, exclusive of deck Steel, composite form deck Steel, sheet, perforated
50%
Structure Roofs
58
5.513E+007 Steel, angle kg Steel, channel
71,488 kgSO2eq
Revit, Tally
3,649 kgNeq
1.681E+007 kgCO2eq
0.1859 CFC-11eq
988,340 O3eq
1.566E+008 MJ
1.454E+008 MJ
1.127E+007 MJ
Primary Energy Demand
Non-renewable Energy
Renewable Energy
Steel, hollow structural section Steel, round tubing Steel, wide flange shape
Walls
Doors
EPDM, roofing membrane Fluid applied elastometic air barrier Metal roofing panels, formed Mineral wool, board, generic
5/8/2014
UW HEALTH EAST
Cast-in-place concrete, reinforced structural concrete, 4000 psiTally (30 MPa) Life Cycle Assessment per Revit Category Results perGlueRevit Category, itemized by Tally™ Entry laminated timber (Glulam), softwood
Aluminum mullion, anodized Aluminum, extrusion Aluminum, extrusion, anodized Steel, sheet, expanded Terracotta tile
Roofs
1%
Primary Energy Demand
Curtain Wall Mullions
Floors
multiple LEED credits’ documentation, and conference copresentation. Assisted in starting firmwide LCA benchmarking system. 2 TEAM: Dirk von Below (co-presenter at I SL Conference 2014) 2%
1%
Global Warming Potential Global Warming Potential
Metal wall panel, formed Plywood, interior grade Precast concrete nonstructural panel Steel, C-H-stud metal framing Steel, C-stud metal framing Steel, C-stud metal framing with insulation Stone veneer wall, limestone, grouted Terracotta tile Wall board, gypsum
Door frame, aluminum Door, exterior, steel Glazing, double pane IGU
5%
19%
Structure
2%
2% 2%
2%
Plywood, 12% exterior grade PVC roofing membrane, sheet Steel, C-stud metal framing Wall board, gypsum
3%
5/8/2014 Flad Architects continues to improve their buildings’ performance with respect to operational environmental impacts but has just scratched the surface on embodied impacts. Leading Flad’s push to understand the latter, Dirk von Below and I tested and compared the two most-used architectural LCA tools: Athena Impact Estimator and Tally. We shared this knowledge at a conference regarding sustainable science spaces to look beyond operational energy uses to that of embodied environmental impacts, highlighting the limitations, how and when to use each piece of software.
STRATEGY:
1%
Floors
Aluminum faced composite wall panel (ACM) Cast-in-place concrete, reinforced structural concrete, 4000 psi (30 MPa) Closed cell, polyurethane foam, spray-applied Concrete, unreinforced, 4000 psi (30 MPa), 25% fly ash Fluid applied synthetic polymer air barrier Glass-fiber, blanket Hollow-core CMU, grouted Hollow-core CMU, ungrouted Metal wall panel, formed Plywood, interior grade Precast concrete nonstructural panel Steel, C-H-stud metal framing Steel, C-stud metal framing Steel, C-stud metal framing with insulation Stone veneer wall, limestone, grouted Terracotta tile Wall board, gypsum
Windows Glazing, double pane IGU
Curtain Wall Mullions 0%
Curtain Panels Mass
Acidification Potential
Eutrophication Potential
Global Warming Ozone Depletion Smog Formation Potential Potential Potential
for equipment 1 View through Open Lab to Tissue Culture rooms with island safety stations to maximize wall space Photo by Jonah Prada
FLEXIBLE BIOMEDICAL LABORATORY RENOVATION Payette - 2018-20 - 17 month duration Multi-phased flexible biology and tissue culture research floor “master plan” and 13,000sf renovation with new rooftop AHU for eminent biology and disease research institute. SITE: Kendall Square, Cambridge, MA
From programming efforts and industry and owner planning metrics, the ratio of office : lab : lab support space was redistributed in phases. The building’s lab supplies department was first relocated and made to be more welcoming in a visible and central location, opening up additional lab space. The renovation included upgrading the floor’s MEP infrastructure and connecting it to a new air handling unit on the roof with dunnage and screen. The plan maximizes bench and equipment space with ample daylight. While staying consistent with existing lab zoning in the building, the design set new standards for lab casework, island safety stations, and tissue culture room entries. STRATEGY:
RESPONSIBILITIES: Job Captain, designer, and architect. Responsible
for owner and MEP coordination, documentation, detailing, and construction administration. Worked as a team on programming, planning, and general design. TEAM: Jeff DeGregorio (PIC), Sara Gewurz (PM)
Colored Floor Plan
4' - 0"
4' - 0"
4' - 0"
4' - 0"
4' - 0"
4' - 0"
3' - 0"
8' - 3"
OPEN LAB 944 SF
(7) bench units
SHARED OFFICE 112 SF
SHARED OFFICE 114 SF
CONFERENCE 179 SF
5' - 0"
(12) bench units
Revit
SHARED OFFICE 134 SF
OPEN OFFICE 681 SF
15' - 8"
UNASSIGNED LAB
(19) total bench units
5' - 3"
11' - 6"
4 10' - 8"
TISSUE CULTURE 316 SF
SHARED OFFICE 162 SF
5' - 0"
30' - 10"
2' - 6"
4' - 0"
4' - 0"
3' - 0"
8' - 3"
SQM COLD ROOM 7138 132 SF
5' - 0"
5' - 0"
OPEN LAB 586 SF
15' - 8"
5' - 0"
SQM STORAGE 7090 205 SF
COLD ROOM 181 SF
FREEZER 7070 232 SF
SHARED EQUIPMENT 195 SF
9' - 3" 15' - 10"
17' - 0"
SHARED
30' - 10"
5' - 0"
1
STORAGE 7162 47 SF
15' - 8"
ANAEROBIC 313 SF
BL2+ TISSUE CULTURE 7173 502 SF
SHARED EQUIPMENT 168 SF
4' - 0" 4' - 0" 4' - 0" 25' - 0"
BL2 TISSUE CULTURE 7177 371 SF
4' - 0"
4' - 0"
5' - 0"
6' - 0"
(10) bench units
XAVIER LAB
4' - 0"
4' - 0"
4' - 0"
4' - 0"
(8) bench units
4' - 0"
16' - 0"
4' - 0"
22' - 0"
4' - 0" 6' - 0"
4' - 0" 6' - 0"
(12) bench units
4' - 0"
4' - 0" 4' - 0"
16' - 0"
4' - 0"
4' - 0"
4' - 0"
4' - 0"
4' - 0"
4' - 0"
22' - 0"
25' - 0"
6' - 0"
4' - 0"
4' - 0"
4' - 0"
4' - 0" 4' - 0" 4' - 0"
XAVIER LAB
4' - 0" 6' - 0"
5' - 0"
(10) bench units
MICROSCOPE 7179 130 SF
OPEN LAB 2121 SF
4' - 0"
OPEN LAB 2494 SF
(5) bench units
2
3
5' - 0"
XAVIER LAB
10' - 11"
TISSUE CULTURE PATHOGEN 312 SF
10' - 8"
3' - 6" 4' - 7"
(12) bench units
4' - 0"
OPEN LAB 1173 SF
5' - 0"
(12) bench units
4' - 0"
24' - 1"
MOOTHA LAB
SQM COLD ROOM 7138A 110 SF SQM STOCKROOM 7100 1803 SF
4' - 0"
5' - 0" 5' - 0"
(10) bench units
4' - 0"
5' - 0"
(22) total bench units
11' - 11"
TISSUE CULTURE 348 SF
3' - 6"
(8) bench units
N
(6) bench units
METABOLOMICS LAB
XAVIER LAB
(71) total bench units including north lab
SPACE TYPE LEGEND BUILDING SUPPORT
Drawing Scale
EDULE 10 A9.10
10 A9.10
RAME SEE SCHEDULE, TYP
6"
SEE SCHEDULE, TYP
6"
FRAME TYPES
REMARKS RELOCATED EXISTING DOOR, FRAME & HARDWARE FROM CORRIDOR 7000CG, REVERSE DOOR SWING RELOCATED EXISTING DEMOUNTABLE PARTITION DOOR RELOCATED EXISTING DEMOUNTABLE PARTITION DOOR, MODIFY HARDWARE TO SWITCH DIRECTION RELOCATED EXISTING DEMOUNTABLE PARTITION DOOR RELOCATED EXISTING DEMOUNTABLE PARTITION DOOR SLIDING GLASS DOOR SLIDING GLASS DOOR CARD READER, HOLD OPEN CARD READER, CLOSER, WALL STOP 3-PANEL MANUAL-SLIDING ALL-GLASS TELESCOPIC TRANSACTION WINDOW RELOCATED EXISTING DEMOUNTABLE PARTITION DOOR RELOCATED EXISTING DOOR, SIDELIGHT, FRAME & HARDWARE FROM CORRIDOR 7000CF SLIDING AUTO ENTRANCE W/ CARD READER-ACTIVATED MOTORIZED AUTO OPENER, PUSH BUTTON TO EXIT SLIDING AUTO ENTRANCE W/ CARD READER-ACTIVATED MOTORIZED AUTO OPENER, PUSH BUTTON TO EXIT SLIDING AUTO ENTRANCE W/ CARD READER-ACTIVATED MOTORIZED AUTO OPENER, PUSH BUTTON TO EXIT SLIDING AUTO ENTRANCE W/ CARD READER-ACTIVATED MOTORIZED AUTO OPENER, PUSH BUTTON TO EXIT RELOCATED DOOR, FRAME & HARDWARE WITH CARD READER, CLOSER, GASKETING, AUTO DOOR BOTTOM
SEE SCHEDULE, TYP
EXIST EXIST EXIST EXIST EXIST (none) (none) 01 02 (none) EXIST EXIST (none) (none) (none) (none) 03
3' - 4"
------------------
DOOR PANELS
EXIST EXIST EXIST EXIST EXIST MG-1 MG-1 -MG-1 -EXIST EXIST MG-2 MG-2 MG-2 MG-2 --
10 A9.10
SEE SCHEDULE, TYP
6"
GLASS FIRE HARDWARE ONSTR. TYPE RATING SET
12 A9.10 10 A9.10 10 A9.10
10 A9.10
HG
AG
S
F0
F1
HALF GLAZED
ALL GLASS
STOREFRONT ALL GLASS
FRAMELESS
FRAME ONLY
11 A9.10
F3
*KEY FRAME CONSTRUCTION
*KEY DOOR & FRAME GLASS TYPE
DOOR CONSTRUCTION KEY DESCRIPTION
FRAME CONSTRUCTION KEY DESCRIPTION
KEY
DOOR GLASS TYPE DESCRIPTION
-EXIST MG-1 MG-2
NO GLASS REQUIRED EXISTING UNCOATED CLEAR FULLY TEMPERED FLOAT GLASS UNCOATED CLEAR FULLY TEMPERED FLOAT GLASS
ALL-GLASS DOOR EXISTING HOLLOW-METAL DOOR STOREFRONT ALL-GLASS
AL HM
ALUMINUM HOLLOW-METAL
Payette Associates 290 Congress Stree Boston, MA 02210Tel: 617-895-1000 Fax: 617-895-1002
MEP/FP Engineer
13
FRAME WITH A9.10 SINGLE SIDELITE
*KEY DOOR CONSTRUCTION
AG EXIST HM S
Architect
BR+A Consulting E 10 Guest St., 4th Fl Boston, MA 02135 Tel: 617-254-0016
Structural Enginee
McNamara Salvia S 101 Federal Street, Boston, MA 02110 Tel: 617-737-0040
1 3/4" SILL BELOW
TO FACE OF GWB
CORRIDOR PARTITION AS SCHEDULED STOCKROOM
SEALANT
CORRIDOR
GLAZING AS SCHEDULED
CONTINUOUS GLAZING CHANNEL
WOOD BLOCKING
1 1/2" SOLID SURFACE WITH EASED EXPOSED EDGES
3/4" PLYWOOD
CEILING FRAMING SYSTEM
T/SILL 1 1/2"
5/8" GYPSUM BOARD
1/4"
FF/CEILING SEE CEILING PLANS 1/4" SHIM & SEALANT J-BEAD
1/2"
METAL SUSPENSION SYSTEM ACOUSTIC CEILING SYSTEM
PARTITION AS SCHEDULED
STOCKROOM
21 A9.10
CONTINUOUS GLAZING CHANNEL
2"
SILL BELOW
GLAZING AS SCHEDULED
STOCKROOM
SECTION DETAIL - INTERIOR GLAZING SILL DETAIL WITH SOLID
33 INTERIOR GLAZING JAMB DETAIL - SQM FIXED GLAZING
32 SURFACE SILL
SCALE: 6" = 1'-0"
SCALE: 6" = 1'-0"
CORRIDOR
31 SECTION DETAIL - INTERIOR GLAZING HEAD - SQM FIXED GLAZING SCALE: 3" = 1'-0"
SOLID SURFACE COUNTERTOP CONTINUES AS FIXED GLAZING SILL
EDGE OF FIXED GLAZING BEYOND
LINE OF PARTITION BELOW
34 A9.10 BLOCKING & SUPPORT AS REQUIRED
CONTINUOUS GLAZING CHANNEL
TRANSACTION WINDOW
22 A9.10
SOLID SURFACE COUNTERTOP CONTINUES AS LEDGE SOLID SURFACE SILL BEYOND
GROMMET
EDGE OF FIXED GLAZING BEYOND
GLAZING AS SCHEDULED
TRANSACTION WINDOW 3/4" PLYWOOD 3/4" SOLID SURFACE SOLID SURFACE SILL BEYOND
2' - 10"
1 1/2"
2' - 3"
ALIGN
ALIGN
1/4"
TRANSACTION WINDOW
2"
5 4 3 2 1
06/21/2019 05/17/2019 05/10/2019 04/12/2019 02/15/2019
#
DATE
ADDE BULL LAB ADDE SQM
FLUSH MOUNT COUNTER SUPPORT
SHIM & SEALANT
2"
STOCKROOM
CORRIDOR
DESK BRACKET BEYOND PARTITION AS SCHEDULED
SCALE: 3" = 1'-0"
GLAZING AS SCHEDULED
2"
2"
SCALE: 1" = 1'-0"
415 MAIN LABO
PARTITION AS SCHEDULED
PARTITION AS SCHEDULED
REMOVABLE GLAZING STOP
5/8" 3/4"
20 SECTION DETAIL - TRANSACTION WINDOW
SCALE: 3" = 1'-0"
ALIGN
SEALANT
SEALANT
REMOVABLE GLAZING STRIP
GLAZING AS SCHEDULED
1/2"
1/2"
1/2"
1/2"
DOOR SC DOOR D
2"
VARIES
GLAZING OR DOOR AS SCHEDULED
4"
5/8" 3/4"
VARIES
ALIGN
2"
ALIGN
5/8" 3/4"
2"
21 SECTION DETAIL - TRANSACTION WINDOW HEAD
SCALE: 3" = 1'-0"
5/8"
PARTITION WIDTH + 1-1/8"
22 SECTION DETAIL - TRANSACTION WINDOW SILL
2"
23 PLAN DETAIL - TRANSACTION WINDOW TO GLASS CORNER
2" 2"
VARIES PARTITION WIDTH + 1-1/8"
2"
1/2" 3/8"
OP EDGE
ATTACHMENT TO STRUCTURE AS INDICATED METAL FRAMING
GLAZING AS SCHEDULED
3/4" SOLID SURFACE EASED AT ALL EXPOSED EDGES
2"
VARIES
Drawing Scale
2"
As indicated
PARTITION THICKNESS + 1-1/8" REMOVABLE GLAZING STOP
Project Number DOOR AS SCHEDULED
GLAZING AS SCHEDULED
41150.00
FY19.415
Original Date Issu
Above: Interior glazing details at lab supplies transaction counter to create a light, welcoming, and accessible opening using a concealed sliding glass window SEALANT, EACH SIDE
02/15/2019
FLOOR RUNNER
EXPANSION ANCHOR
OPENING FRAME FLOOR SILL DETAIL OPENING FRAME HEAD / JAMB / SILL DETAIL TYPICAL HOLLOW METAL DOOR FRAME HEAD / JAMB DETAIL Next Page: Views of (Top) and (Bottom) open lab10facing toward Tissue Culture 13 TYPICAL GLAZED 12 DETAILseamless transaction window 11 TYPICAL GLAZED TYPICAL DOOR FRAME WITH ADJACENT GLAZING HEAD / JAMB
SCALE: 6" = 1'-0"
SCALE: 6" = 1'-0"
SCALE: 6" = 1'-0"
SCALE: 6" = 1'-0"
glass automatic sliding doors
Photos by Jonah Prada
A
2
4
3
Furniture Plan
MicroStation
CLASS A+ LAW OFFICE RENOVATION Lehman Smith McLeish - 2011 - 6 week duration during internship High-end corporate interior architecture, expanding brand and offices up one floor into previous tenant’s space. SITE: Level 10 of an existing downtown Washington, DC, commercial
building STRATEGY: The aim was to keep the budget minimal and tie the new
space into the existing brand and sophisticated, restrained aesthetics of the levels below into an expansion one level up into a previous tenant’s build-out to increase the number of offices for the firm. The elevator lobby was completely demolished with other small interventions throughout the level to increase the plan’s efficiency and aesthetics. Documented existing space, conditions, and furniture; created as-built drawings; and headed the creation of the construction document set RESPONSIBILITIES:
TEAM: Debra Lehman Smith (lead designer), Robert Grabarz (PM),
Nilam Patel, Nathan Strieter
Interior View facing West into Open Office
1 Interior View facing North toward Elevator Lobby
2 3
Enlarged Lobby:
Finish Plan
Reflected Ceiling Plan
1
Partition Plan
2 Glass Wall Header at Ceiling Transition Section Detail
3
Glass Wall at Stone and Carpet Transition Section Detail
edge facing Northeast 1 Exterior view down the reinforced Grand Allee SketchUp, Kerkythea, Photoshop
CRANBROOK WELLNESS CENTER University of Cincinnati - 2010 - 6 month duration Privacy
Diffusion
Legibility
Order
Visual Interest
Contrast
Awareness
Comfort
The Cranbrook Wellness Center aims to create a sensual escape from the campus while integrating architecturally with its form, scale, and material expression. The legible, linear edge building addresses the context formally as an introverted program within a masonry façade, reinforcing the formal Grand Allee and uses uniquely-manipulated materials and experiential qualities that echo the campus’ prolific use of craft and masonry. SITE: Cranbrook Academy of Art in Bloomingfield Hills, MI, on the
Grand Allee—the linear formal space north of main campus Organized in a simple geometric configuration of separate spaces within a masonry façade, spaces are simply pushed and pulled for light, thresholds, and breakout spaces. The resulting interior gathering spaces parallel Cranbrook’s exterior courtyards; one of these spaces is the studio space—a vertical interior courtyard and central resultant space of the spatial configuration. The board-formed cast-in-place concrete envelope speaks to Cranbrook’s dedication to craftsmanship and use of masonry. STRATEGY:
Site Model facing Northwest
1
Masonry envelope Orpheus Fountain Courtyards Masonry-enclosed thresholds
G R A
N D
E E L L A
N
Program in Public to Private Gradient
Elevate with respect to Privacy
D F
B
D E
A
F C
B
Dining: A Gathering: B Lobby: C Administration: D Library: E Service: F
N
Site Plan
AutoCAD, Photoshop
Space Organization Diagrams
SketchUp, Kerkythea, Illustrator
Wrap Program around Vertical Courtyard
Enclose Program
Manipulate Program
C
A
D
F
B
C
E
G
D
H F
Design Diagram 2 North-South Section facing East: PassiveAutoCAD, Illustrator Minimal apertures: maximum 20.6% on all elevations (5.96:1 mass:glass ratio): A Thickened walls for insulation: mass to mediate temperature: B Operable windows, skylights: provide natural cooling and daylight harvesting: C Concrete content: HVFA and recycled glass as aggregate: D Porous concrete for maximum site stormwater infiltration: E Radiant in-floor heating and free cooling: F Site stormwater collection and re-use: G 1/3 of program (wet zone requiring the most insulation) below grade: H
Primary Structure
2
Integrated Strategies Diagrams: Structural-Mechanical Shafts
Secondary Structure
Structural Envelope
A
C
B
D
E
A
B
C
D
Materiality Studies
Plaster
E
3
through Private Zone facing East 3 North-South Section Perspective SketchUp, Kerkythea, AutoCAD, Photoshop
View facing North toward Micro-Solar Concentrator beyond the Mirrored Box Guest Rooms
Rhino, VRay, Photoshop
NET ZERO ENERGY DESERT WAYSIDE University of Cincinnati - 2011 - 3 month duration
An exploration of the perception of those whose time and space accelerate, pause, and shift—and using this gesture to power it. SITE: Wendover, UT, in the Great Salt Lake Desert, 21 miles east of
the Utah-Nevada border, along Interstate 80 The distortion of time and space is endemic to the I-80 driving experience within the vast and scaleless landscape of the salt flats. Mirages are not uncommon due to the hot summer air rising from the tarmac and sheen of the fall flooding. With the unchanging mountain backdrop and packed salt foreground, the rest stop’s ethereal mirrored walls expand and contract the environment— not unlike that of the nearby West Wendover casinos—leading the traveler to question and temporarily lose him- or herself within the salt flats, the world, space, and time. The mirror is also the basis of the solar concentrator that creates a renewable source of electrical power and water heating for the site, amplifying the sun’s radiation to heat a salt mixture collected from the surrounding salt flats. Each mirror box becomes a heliostat, reflecting the solar radiation to the parabolic solar concentrator with an efficiency of 70%. The concentrator in turn directs the heat toward a steam turbine that powers the entire wayside for a completely self-sustaining power system. STRATEGY:
Aerial View facing Northeast
Rhino, VRay, Photoshop
1
Solar concentrator energy conversion process: 1 : Tracking heliostat on the roof of each mirror box 2 : Facetted truncated parabolic solar concentrator 3 : Molten salt heat exchanger 4 : Molten salt thermal storage tank 5 : Steam turbine 6 : Generator
Sunrise
Up to 14 hours of daylight
Sunset
Solar storage used
40°N sun chart
Available: 1,950 BTU/sf/day mean direct normal solar radiation Harnessed: x 70% efficiency = 1,365 BTU/sf/day x 9,728 sf heliostats = 13,278,720 BTU/day
Experiential view from I-80 toward the rest stop Micro-Solar Concentrator Analysis
2
5 7 : To users
4 6
3
5
1
2
4
6
3
Experiential Site Views Site Plan
6
5 4
3 1 2
N
DIS
TORTION ORIENTATION
North-South Site Section
LUKE LAVERTY 262.707.0997 (US) / 07541.146845 (UK) / luke.laverty@gmail.com