Stephen Renard Architecture Portfolio by Stephen Renard

Stephen Renard Architecture Portfolio

“This world is but a canvas to our imagination.” Henry David Thoreau

Stephen Renard Architecture Portfolio

Education:

- Master’s of Architecture, Hyperbody, Technical University of Delft, Netherlands. - Bachelor’s of Environmental Design, Texas A&M University, Graduated Cum Laude.

Accomplishments:

- Presented at AIA Colorado, Potentials in Parametric Design, Breckenridge, CO. - Presented the Complex Studio Projects at the Beijing Design Week 2016 in Beijing. - Studied abroad, Full Masters program in Delft, Netherlands. - Evolutive Design Workshop - David Hernandez (Grasshopper). - Published: Pop Op, Fabrication Project. - Published: Essay featuring my third-year project on phenomenal transparency. - Published: Mitchell Lab, Cliff House in collaboration with Kokkugia.

Awards:

- People’s Choice Award – Monumetal Sculpture Project. - Best House Drawings – Studio Design Competition. - Eagle Scout, Troop 125, Boy Scouts of America (BSA) Dallas, TX.

Fall 2017 Spring 2014

Fall 2019 Fall 2016 Fall 2015 – Summer 2017 Fall 2013 Spring 2013 Fall 2012 Spring 2012

Fall 2013 Spring 2011 Fall 2007

stephen.renard@gmail.com +1 214-677-6080

Professional Experience:

- Facade Designer | Computational Design Specialist – Studio NYL. - Emerging Professional II – Boulder Associates. - Project Designer – Bercy Chen Studio LP. - Project Designer – Bercy Chen Studio LP. - Student Technician – Texas A&M Automated Fabrication and Design Lab.

Teaching Experience: - Studio IV Lecturer – CU Denver. - Studio II Lecturer – CU Denver. - Teaching Assistant – One Undergraduate and one Graduate Studio. - Team Leader – Final Design Studio.

Skillset:

- Highly Proficient in: Rhino Grasshopper Revit Dynamo Maya 3DS Max Unreal Engine 4 Vray Adobe CS

(Modeling, Rendering, Data Analysis) (Parametric Modeling and Computational Design) (Modeling, SD, DD, CD, Details, Drawing Sets, etc) (Automation Scripting) (Modeling, Texturing, Rendering, Animation) (Modeling, Texturing, Rendering, Animation) (Virtual Reality Creation, Rendering, Animation) (Rendering, Animation) (Photoshop, Illustrator, InDesign, Premiere Pro)

Dec 2019 – Present Jul 2018 – Dec 2019 Jun – Aug 2017 Aug 2014 – Jul 2015 Aug 2012 – May 2014

Jan 2021 – Present Aug 2020 – Dec 2020 Aug 2013 – Dec 2013 Jan 2014 – May 2014

Professional Work Bercy Chen Studio

Professional Work Studio NYL

Teaching Work CU Denver

Carbon Valley

Graduate Thesis

Erosive Formation

Undergraduate Thesis

Art Forest, Helsinki, Finland. Project Lead: SD, DD, Visualization.

Professional Work Austin, Texas

August 2014 – July 2015. May – August 2017. Project Designer. Bercy Chen Studio, LP

Job Description: While

Bercy Chen Studio in Austin, Texas, I worked as a Project Designer under the direction Project Managers. I developed a variety of project types, which included residential, multi family, commercial and competitions. I gained skills in Revit and took projects from schematic design to construction documentation. I worked closely with each client and was responsible for client meetings, presentations, communications, consultant meetings, budgets, bidding, designs and renders. I used Grasshopper to parametrically model and analyze projects in order to maximize quality while minimizing costs via optimization of structure and energy usage. at

of multiple

Art Forest, Helsinki, Finland. Project Lead: SD, Documentation, Visualization.

Green Roof/ Public Space

09 Glazing 02

06 Interior Spaces

Sunken Courtyards

Exploded Axon 01 1 . EXHIBITION GALLERIES 2 . DINING 3 . PROGRAMS & EVENTS 4 . OFFICES 5 . STOR AGE , MANAGEMENT 6 . MULTIPURPOS E ZONE 7 . RETAIL 8 . MAINTENANCE & OPE R ATION S 9 . VI SITO R S E RVICE S

Sarafim Ranch, Industry, TX. Project Lead: SD, DD, Visualization.

1 2

1 Upstairs Lounge 2 Media Room 3 Powder Room 4 Outdoor Deck

Second Floor Plan 1/8” = 1’ 0”

11 12

3 10

4 2

Site Plan 1/16” = 1’ 0” First Floor Plan 1/8” = 1’ 0”

1 Garage 2 Entry 3 Living 4 Kitchen 5 Dining 6 Powder Room 7 Outdoor Dining 8 Master Bedroom 9 Master Bathroom 10 Guest 1 11 Guest 2 12 Guest Bath

Pedestrian Bridge, Bee Cave, TX. Design, Optimization, Visualization.

Casa Marrakech, Austin, TX. Visualization.

Research Facility, Cambridge, Massachussettes.

Professional Work Boulder, Colorado

December 2019 – Present. Facade Designer | Computational Design Specialist. Studio NYL.

Job Description:

Consulting Architectural firms to design facades using computational methods to analyze, rationalize and optimize the systems in place for efficiency and water proofing. Responsible for problem solving, efficient workflow, communicating design intent through computational methods and rendering propositions.

Option 1-1

Option 1-2

Option 1-3

Option 2-1

Option 2-2

Option 2-3

Option 3-1

Option 3-2

Option 3-3

Informed Computational Design: Computational

design methods were used to

Fin Iteration 1

Fin Iteration 2

LENGTH LENGTH : 5’:6-3/16” 5’ 6-3/16”

: 5’:7” 5’ 7” LENGTH LENGTH

standpoint.

LENGTH LENGTH : 5’:9” 5’ 9”

LENGTH LENGTH : 5’:10-1/4” 5’ 10-1/4”

Each component is calculated and shown in real time. It can be updated and changed based on the inputs from the designer.

LENGTH LENGTH : 2’:6-9/16” 2’ 6-9/16”

: 2’:8-1/4” 2’ 8-1/4” LENGTH LENGTH

LENGTH LENGTH : 2’:7-15/16” 2’ 7-15/16”

LENGTH LENGTH : 2’:8-11/16” 2’ 8-11/16”

: 2’:0-3/8” 2’ 0-3/8” LENGTH LENGTH

: 2’:0-9/16” 2’ 0-9/16” LENGTH LENGTH

LENGTH LENGTH : 1’:11-1/16” 1’ 11-1/16”

LENGTH LENGTH : 1’:11-3/4” 1’ 11-3/4”

generate multiple facade iterations that were then used to inform design decisions from a monetary

Option 3 - Fin Iteration 1 24,634 SF x~$200/ SF

Option 3 - Fin Iteration 2 $4,926,800 27,765 SF x~$200/ SF

$5,553,000

7,104 SF

x~$220/

$1,562,880 7,263 SF

x~$220/

$1,597,860

3,339 SF

x~$220/

$734,580 3,414 SF

x~$220/

$751,080

11,410 SF

x~$200/

$2,282,000 11,619 SF

x~$200/

$2,323,800

49,163 SF Difference

$9,506,260 50,060 SF $719,480

x~3

$10,225,740 $2,158,440

Step One

Step Two

Step Three

Ikea Story Board Renders: Complex

details are broken down into simple to understand, step by step process installation renders

to add value at construction meetings.

The goal is to inform the contractors so that the bid can be more accurate. In turn, it shows the construction process in a step by step installation and staging process.

Step Four

Step Six

Step Five

Architect / Landscape Architect Payette Associates Inc. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 (617) 895-1000 www.payette.com

MEP/FP/IT/Structural

Lab Plann

Arup USA Inc. 60 State Street Architect / Landscape Boston,Architect MA 02109

Jacobs 303 S.Bro Tarrytown (914) 333www.jacob

(617) Payette Associates Inc.864-2987 www.arup.com 290 Congress Street, Fifth Floor Boston, MA 02210-1005 (617) 895-1000 www.payette.comCivil Engineering

Architect / Landscape Architect Payette Associates Inc. 290 Congress Street, Fifth Floor Boston, MA 02210-1005 (617) 895-1000 Architect / Landscape Architect www.payette.com Payette Associates Inc. 290 Congress Street, Fifth Floor MEP/FP/IT/Structural Boston, MA 02210-1005 Lab Planning (617) 895-1000 Arup USA Inc. Jacobs www.payette.com 60 State Street 303 S.Broadway, SteG20 Boston, MA 02109 Tarrytown, NY 10591 (617) 864-2987 (914) 333-1110 MEP/FP/IT/Structural Lab Planning www.arup.com www.jacobs.com

5'-3" 2'-7"

2'-7"

1'-5"

4" 5/8"

END JOINT OPTIONS 3" = 1'-0"

1'-5" 4" 4"

1'-5"

1'-5" 1/4"

5'-3" 2'-7"

2'-7"

5/8"

FIN - PLAN DETAIL AT VISION GLASS 1 3" = 1'-0"

1'-5"

Studio NYL 64 Pleasant Street Watertown, MA 02472 Vertical Conveyance (303) 558-3145 www.studionyl.com VDA 100 Summer St, S1600 Boston, MA 02110 (617) 574-5099 Vertical Conveyance www.vdassoc.com

Studio MLA 320 Washington St, Fl 2 Brookline, MA 02445 Acoustics/ Vibration (617) 608-1551 Acentech www.studiomla.com 33 Moulton Street Cambridge, MA 02138 (617) 499-8000 Acoustics/ Vibration www.acentech.com

VDA 100 Summer St, S1600 AudioVisual Boston, MA 02110 (617) 574-5099

Acentech 33 Moulton Street Cambridge, MA 02138 Parking (617) 499-8000 Walker Consultants www.acentech.com 20 Park Plaza, S1202 Boston, MA 02116 (617) 350-5040 Parking walkerconsultants.com

AVH Technology Partners 423 Brookline Ave, S242 Boston, MA 02215 (888) 283-7828 www.avhtp.com

1'-5"

1'-5 1/4"

1'-5" 4"

1'-5"

2'-7 1/2"

2'-7 1/2" 1'-5 1/4"

1'-5 1/4"

FIN - PLAN DETAIL AT VISION GLASS 2 3" = 1'-0"

3 3/4"

5'-3"

1 2'-7 1/2"

FIN - PLAN DETAIL AT VISION GLASS 3" = 1'-0" 5/8" 10 1/2" FIN - PLAN DETAIL AT VISION 1 2'-7GLASS 1/2" 6 3" = 1'-0"

5/8"

5'-3" 10 1/2"

3 3/4"

2'-7 1/2"

1/4"

5'-3" 2'-7 1/2"

2'-7 1/2"

2'-7 1/2" 10 1/2"

D 1 FIN - PLAN DETAIL AT VISION GLASS 2 3" = 1'-0" SUE T IS N NO FOR TIO CD UE R T NSISSU FIN - PLAN DETAIL AT VISION GLASS 2 CO T 1 3" = 1'-0" N NO FOR TIO RU C STDESCRIPTION DATE ON C

3 3/4"

1'-5"

# 1/4"

1/4"

FIN - PLAN DETAIL AT VISION GLASS 1 3" = 1'-0"

DATE

DESCRIPT

D O C NO SUE T IS N NO FOR TIO C CO RU # DATE T S N CO

DESCRIPTION

1'-5"

DATE

D SUE T IS N NO FOR TIO C RU NST D CO SUE T IS NO FOR CT U R NST CO #

10 1/2"

D SUE T IS NO FOR CT U R NST CO

3 3/4"

1'-5"

FIN - PLAN DETAIL AT VISION GLASS 1 3" = 1'-0"1 FIN - PLAN DETAIL AT VISION GLASS 3" = 1'-0"

5'-3" 2'-7 1/2"

2'-7 1/2" 1'-5 1/4"

FIN - PLAN DETAIL AT VISION GLASS 3" = 1'-0" 2'-7 1/2"

1'-5"

1'-5 1/4"

2'-7 1/2"

1/4"

FIN - PLAN DETAIL AT VISION GLASS 3" = 1'-0"

2'-7 1/2" 1'-5 1/4"

1/4"

10 1/2"

2'-7 1/2"

AVH Technology Partners www.vdassoc.com 423 Brookline Ave, S242 Boston, MA 02215 (888) 283-7828 AudioVisual www.avhtp.com

Walker Consultants 20 Park Plaza, S1202 Boston, MA 02116 (617) 350-5040 walkerconsultants.com

5/8"

10 1/2"

Code Red Consultants 154 Turnpike Rd, Ste 200 Southborough, MA 01772 Childcare Architect (617) 500-7633 Studio MLA www.crcfire.com 320 Washington St, Fl 2 Brookline, MA 02445 (617) 608-1551 Childcare Architect www.studiomla.com

1/4"

Haley Aldrich 70 Blanchard Rd, S204 Burlington,Envelope MA 01803 Building (617) 886- 7400 Studio NYL www.haleyaldrich.com 64 Pleasant Street Watertown, MA 02472 (303) 558-3145 Building Envelope www.studionyl.com

DATE

# - FRP DATE DETAILS PROFILES DESCRIPTION

1/4"

5/8"

Bristol Engineering 675 Mass Ave, 5th Flr. Cambridge, Life Safety MA 02139 (617) 682-7303 Code Red Consultants www.bristolea.com 154 Turnpike Rd, Ste 200 Southborough, MA 01772 (617) 500-7633 Life Safety www.crcfire.com

1/4"

1'-5"

2'-7"

1'-5 1/4"

5'-3"

2'-7 1/2" 1'-5 1/4"

1'-5"

END JOINT OPTIONS = 1'-0"

2'-7"3"

2'-7 1/2"

Jacobs 303 S.Broadway, SteG20 Tarrytown,Engineering NY 10591 Geotech (914) 333-1110 Haley Aldrich www.jacobs.com 70 Blanchard Rd, S204 Burlington, MA 01803 (617) 886- 7400 Geotech Engineering www.haleyaldrich.com

1/4"

END JOINT OPTIONS 3" = 1'-0"

60 State Street Boston, MA 02109 Civil Engineering (617) 864-2987 Bristol Engineering www.arup.com 675 Mass Ave, 5th Flr. Cambridge, MA 02139 (617) 682-7303 Civil Engineering www.bristolea.com

1'-5"

2'-7"

1/4"

Arup USA Inc. 5'-3" 2'-7"

END JOINT OPTIONS 3" = 1'-0"

1'-5"

Geotech E

Architect / Landscape Architect Bristol Engineering Haley Aldr MEP/FP/IT/Structural Lab Planning 675 Mass Ave, 5th Flr. 70 Blanch Payette Associates Inc. Cambridge, MAStreet, 02139Fifth Floor Burlington Congress Arup USA Inc. 290 Jacobs (617) 682-7303 (617) 886Boston, MA303 02210-1005 60 State Street www.bristolea.com S.Broadway,www.haley SteG20 (617) 895-1000 Boston, MA 02109 Tarrytown, NY 10591 (617) 864-2987 www.payette.com (914) 333-1110 www.arup.com www.jacobs.com Life Safety Building E MEP/FP/IT/Structural Lab/ Lands Plann Architect Code Red Consultants Studio NY PayetteJacobs Associate ArupTurnpike USA Inc. Civil Engineering Geotech 154 Rd, SteEngineering 200 64 Pleasa 290 Congress Str 60 State Street MA 01772 303 S.Bro Southborough, Watertown Boston,Tarrytown MA 0221 Bristol Engineering Aldrich Boston, MAHaley 02109 (617) 500-7633 (303) 558(617)Rd, 895-1000 Architect / Lands 675 Mass Ave, 5th Flr.864-2987 70 Blanchard S204 (617) (914) 333www.crcfire.com www.studi www.payette.com Cambridge, MA 02139 Burlington, MA 01803 www.arup.com www.jacob Payette Associate (617) 682-7303 (617) 886-290 7400 Architect / Landscape Architect Congress Str www.bristolea.com www.haleyaldrich.com Boston, MA 0221 Payette Associates Inc. Childcare ArchitectMEP/FP/IT/Struc Vertical C (617) 895-1000 Civil Fifth Engineering Geotech E 290 Congress Street, Floor www.payette.com Arup USA Inc. Studio MLA Boston, MA 02210-1005 VDA Bristol Engineering Haley Aldr Life Safety Building Envelope Street Washington St, 60 Fl 2State (617) 895-1000 320 100 Summ 675 Mass Ave, 5th Flr. Blanch Boston,70 MA 0210 MA 02445 www.payette.comBrookline, Boston, M Code Red Consultants Studio NYL MEP/FP/IT/Struc Cambridge, MA 02139 Burlington (617) 864-2987 (617) 608-1551 (617) 574154 Turnpike Rd,www.studiomla.com Ste 200 64 Pleasant Street (617) 682-7303 (617) 886www.arup.com www.vdas Arup Inc. Southborough, MA 01772 Lab Watertown, MAUSA 02472 www.bristolea.com www.haley MEP/FP/IT/Structural Planning 60 State Street (617) 500-7633 (303) 558-3145 Boston, MA 0210 www.crcfire.com www.studionyl.com Arup USA Inc. Jacobs Civil Engineerin Acoustics/303 Vibration (617) 864-2987 AudioVisu 60 State Street Life S.Broadway, SteG20 E Safety Building www.arup.com Boston, MA 02109 Tarrytown, NY 10591 Bristol Engineerin Acentech AVH Tech (617) 864-2987 333-1110 Code Red (914) Consultants Studio NY Childcare Architect Vertical 675 Mass 5t 33 Moulton Street Conveyance 423Ave, Brook www.arup.com 154 Turnpike www.jacobs.com Rd,02138 SteCambridge, 200 Boston, 64 Pleasa MAM0 Cambridge, MA Studio MLA Civil Southborough, Watertown VDAMA 01772 (617) Engineerin 682-7303 (617) 499-8000 (888) 283320 Washington (617) St, Fl 500-7633 2 100 Summer St, (303) S1600558www.bristolea.com www.acentech.com www.avhtp Bristol Engineerin Brookline, MA 02445 www.crcfire.com www.studi Boston, MA 02110 Civil Engineering Geotech Engineering 675 Mass Ave, 5t (617) 608-1551 (617) 574-5099 Cambridge, MA 0 www.studiomla.com www.vdassoc.com Bristol Engineering Haley Aldrich Life Rd, Safety (617) 682-7303 Parking 675 Mass Ave, 5th Flr. 70 Blanchard S204 Childcare Architect Vertical C Cambridge, MA 02139 Burlington,www.bristolea.com MA 01803 Code Red Consu Walker Consultants (617) 682-7303 (617) 886- 7400 VDA Studio MLA Acoustics/ Vibration AudioVisual 154 Turnpike Rd, 20 Park Plaza, S1202 www.bristolea.com www.haleyaldrich.com 320 Washington St, Southborough, Fl 2 100 Summ M Boston, MA 02116 Acentech AVH02445 Technology PartnersM Life Brookline, MA Boston, (617)Safety 500-7633 (617) 350-5040 33 Moulton Street(617) 608-1551 423 Brookline Ave, S242 (617) 574www.crcfire.com walkerconsultants.com Code Red Consu Cambridge, Boston, MA 02215 www.studiomla.com www.vdas Life Safety MA 02138 Building Envelope 154 Turnpike Rd, (617) 499-8000 (888) 283-7828 Southborough, M www.acentech.com www.avhtp.com Code Red Consultants Studio NYL Childcare Archit (617) 500-7633 154 Turnpike Rd,Acoustics/ Ste 200 64 Pleasant Street Vibration AudioVisu www.crcfire.com Southborough, MA 01772 Watertown, MA 02472 Studio MLA (617) 500-7633 Acentech (303) 558-3145 AVH TechS Parking 320 Washington www.crcfire.com 33 Moultonwww.studionyl.com Street Brookline, 423MA Brook 02 Walker Consultants Childcare Archit Cambridge, MA 02138 Boston, M (617) 608-1551 20 Park Plaza, S1202 (617) 499-8000 (888) 283www.studiomla.co Studio MLA Boston, MA 02116 www.acentech.com www.avhtp Childcare Architect Vertical Conveyance 320 Washington S (617) 350-5040 Brookline, MA 02 walkerconsultants.com Studio MLA VDA Acoustics/ Vibra (617) 608-1551 320 Washington Parking St, Fl 2 100 Summer St, S1600 www.studiomla.co Brookline, MA 02445 Boston, MA 02110 Acentech (617) 608-1551 Walker Consultants (617) 574-5099 33 Moulton Stree www.studiomla.com www.vdassoc.com 20 Park Plaza, S1202 Cambridge, MA 0 Vibra Boston, MA 02116 Acoustics/ (617) 499-8000 (617) 350-5040 www.acentech.co Acentech walkerconsultants.com Acoustics/ Vibration AudioVisual 33 Moulton Stree Cambridge, MA 0 Acentech AVH Technology Partners (617) 499-8000 Parking 33 Moulton Street 423 Brookline Ave, S242 www.acentech.co Cambridge, MA 02138 # DATE DESCRIPT Boston, MA 02215 Walker Consultan (617) 499-8000 (888) 283-7828 20 Park Plaza, S1 www.acentech.com www.avhtp.com Boston, MA 0211 Parking (617) 350-5040 walkerconsultants Walker Consultan Parking 20 Park Plaza, S1 Boston, MA 0211 Walker Consultants (617) 350-5040 20 Park Plaza, S1202 walkerconsultants Boston, MA 02116 (617) 350-5040 walkerconsultants.com # DATE DESCRIPTION

FIN - PLAN DETAIL AT VISION GLASS 2 3" = 1'-0"

Drawing Scale 1'-5"

1/4"

10 1/2"

3 3/4"

DETAILSDate- Issued FRP FIN PROFILES 02/04/21

Project Number 1/4"

1'-5"

3" = 1'-0"

10 1/2"

FIN - PLAN DETAIL AT VISION GLASS 3 3" = 1'-0"

FIN - PLAN DETAIL AT VISION GLASS 4 3" = 1'-0"

Drawing Scale 3" = 1'-0"

1'-5"

FIN - PLAN DETAIL AT VISION GLASS 3 3" = 1'-0"

DETAILS - FRP FIN PROFILES 3

Date Issued 1/4"

1/4"

FIN - PLAN DETAIL AT VISION GLASS 4 3" = 1'-0" 4"

DETA Sca P DETAILS - FRP FINDrawing 3" = 1'-0" PROFILES Project Num

A9.01B

Drawing Scale Date Issued

Drawing Sca

3" = 1'-0" 02/03/21

Drawing Scale 3" = 1'-0"

Project Number

Date Issued

EXTERIOR WALL SECTION 2B - EDGE OF SLAB 2 3" = 1'-0"

EDGE OF SLAB - PLAN DETAIL AT GLASS RAIN SCREEN 3 3" = 1'-0"

EXTERIOR WALL SECTION 2B - EDGE OF EDGE OF SLAB - PLAN DETAIL AT GLASS SLAB FIN - PLAN DETAIL ATSCREEN VISION GLASS 3 RAIN 2 2 3 3" = 1'-0" 3" = 1'-0" 3" = 1'-0"

EDGE OF SLAB - PLAN DETAIL AT GLASS RAIN SCREEN 3" = 1'-0"

A9.01A

02/03/21

A9.01A

DETA P

02/04/21

Project Number

3" = 1'-0"

A9.01B

Project Number

EDGE OF SLAB - PLAN DETAIL AT GLASS RAIN SCREEN 3 3" = 1'-0"

Drawing Scale

Date Issued

DETAILS - FRP FIN 3" = 1'-0" PROFILES

FIN - PLAN DETAIL AT VISION GLASS 3 3" = 1'-0"

02/04/21

Project Number

FIN - PLAN DETAIL AT VISION GLASS 4 3" = 1'-0"

Drawing Scale

A9.01B

DETAILS - FRP PROFILES

Project Number

EXTERIOR WALL SECTION 2B - EDGE OF SLAB 3" = 1'-0"

EXTERIOR WALL SECTION 2B - EDGE OF FIN - PLAN DETAIL AT VISIONSLAB GLASS 4 3 2 3" = 1'-0" 3" = 1'-0"

3" = 1'-0" Date Issue

02/03/21 Project Num

Date Issue

A A

02/03/21

Date Issued 02/04/21

A9.01B

Health Organization Headquarters, Bentonville, Arkansas.

Step One

Step Two 6'-0 5/8"

CIVIL EN

SSS COPING ATTACHMENT /ROOFING TERMINATION

CESO 1305 NE BENTON 479.321.3 MICHAEL MICHAEL

LANDSC

STRUCTURAL THERMAL BREAK 5/16"

4 1/2"

SELF-ADHERED AIR BARRIER/WRB

HSS10X3X3/8 HORIZONTAL (CORROSION-RESISTANT)

3/4"

MICHAEL 457 US R FREEPOR 207.865.1 JEFF PEL JEFF@BO

STRUCT

CORROSION RESISTANT STRUCTURAL STEEL PLATE

STUDIO N 2995 BAS BOULDER 303.558.3 MERE HA MHALL@

ALL FASTENERS TO BE SET IN BED OF SEALANT AT PENETRATIONS AT LINES OF AIR/MOISTURE BARRIER + FASTENER HEAD TO BE COVERED W/ SEALANT - TYP

HSA ENG 7405 ELL FORT SM 479.452.8 SHANNO SSIMPSO

RE:STRUCT

HSA ENG 7405 ELL FORT SM 479.452.8 TREY WH TWHITE@

MECHA

ELECTR

MINERAL WOOL INSULATION

PLUMB UPPER VOLUME T.O.D. TO ROOF DECK 50'-0" 50' - 0"

TOS - ROOF 49'-9"

HSA ENG 7405 ELL FORT SM 479.452.8 SHANNO SSIMPSO

LIGHTIN

TAYLOR 11 BROA NEW YOR 646.665.1 ALEX MIL BAMILLE

FACADE

RE: RCP FOR SOFFIT EXTENTS & MATERIALS 6'-0 5/8"

PRE-WEATHERED BRASS CLADDING

STUDIO N 2995 BAS BOULDER 303.558.3 CHRIS O COHARA

CODE C

HSS PORCH FRAME STRUCTURE VERTICAL - CORROSION RESISTANT SSS COPING ATTACHMENT /ROOFING TERMINATION

STRUCTURAL THERMAL BREAK 5/16"

4 1/2"

SELF-ADHERED AIR BARRIER/WRB

HSS10X3X3/8 HORIZONTAL (CORROSION-RESISTANT)

CORROSION RESISTANT STRUCTURAL STEEL PLATE

3/4"

ALL FASTENERS TO BE SET IN BED OF SEALANT AT PENETRATIONS AT LINES OF AIR/MOISTURE BARRIER + FASTENER HEAD TO BE COVERED W/ SEALANT - TYP

CODE SO 1910 MAD MEMPHIS CIVIL EN 731-549-6 BOB CESOJAC BOB@CO 1305 NE BENTON 479.321.3 SURVEY MICHAEL BATES & MICHAEL 7230 S. P FAYETTE LANDSC 479.442.9 DERRICK MICHAEL DERRICK 457 US R FREEPOR 207.865.1 GEOTE JEFF PEL GRUBBS JEFF@BO 341 WES SPRINGD STRUCT 479.759.5 SUBRA BN STUDIO SBHAT@ 2995 BAS BOULDER 303.558.3 ACOUS MERE HA THRESHO MHALL@ 141 WES CHICAGO MECHA 312.386.1 CARLENG GIE HSA 7405 ELL FORT SM 479.452.8 SHANNO SSIMPSO

ELECTR

RE:STRUCT

HSA ENG 7405 ELL FORT SM 479.452.8 TREY WH TWHITE@

MINERAL WOOL INSULATION

PLUMB UPPER VOLUME T.O.D. TO ROOF DECK 50'-0" 50' - 0"

TOS - ROOF 49'-9"

HSA ENG 7405 ELL FORT SM 479.452.8 SHANNO SSIMPSO

LIGHTIN

TAYLOR 11 BROA NEW YOR 646.665.1 ALEX MIL BAMILLE

FACADE

PROVIDE WEEP AND BUG SCREEN RE: RCP FOR SOFFIT EXTENTS & MATERIALS

3/4" 3'-2 7/16"

3 5/8"

PRE-WEATHERED BRASS CLADDING

CODE SO 1910 MAD MEMPHIS 731-549-6 BOB JAC BOB@CO

HSS PORCH FRAME STRUCTURE VERTICAL - CORROSION RESISTANT

k 3'-6"

GUARDRAIL 5/16" MIN 3/4" MIN

Step Four

LEVEL LEVEL22 23'23'-0" - 0"

SURVEY

BATES & 7230 S. P FAYETTE 479.442.9 DERRICK DERRICK

GEOTE

GRUBBS 341 WES SPRINGD 479.759.5 SUBRA B SBHAT@

ACOUS

TOS - LVL2 22'-5 1/2"

THRESHO 141 WES CHICAGO 312.386.1 CARL GIE

STRUCTURAL THERMAL BREAK

STRUCTURAL STEEL PLATE

CO RE:STRUCT

3'-6"

PROVIDE WEEP AND BUG SCREEN ALL FASTENERS TO BE SET IN BED OF SEALANT AT PENETRATIONS AT LINES OF AIR/MOISTURE BARRIER + FASTENER HEAD TO BE COVERED W/ SEALANT - TYP

3/4" 3'-2 7/16"

3 5/8"

ISSUED PROJE

WHOLE HEALTH INSTITUTE - 11/16/20

SECTION @ PORCH FRAME BASE AND PARPET 2 3" = 1'-0" k

THE INTENT OF ALL ITEMS NEC COMPLETION O CONTRACT DO IS REQUIRED B BY ALL; PERFO REQUIRED ONL CONTRACT DO THEM AS BEING RESULTS.

HSS6X3X1/2 STRUCT - VERTICAL (CORROSION-RESISTANT)

3'-6"

GUARDRAIL 3/4" MIN

5/16" MIN

LEVEL LEVEL22 23'23'-0" - 0"

LOWER VOLUME SOFFIT T.O.P. 19'19'-6" - 6" 1/2"

PRE BRA DE D P

REVISIO

1/2"

12/4/2020 4:27:03 PM

PRE-WEATHERED BRASS SOFFIT PANEL TOS - LVL2 22'-5 1/2"

SECTION @ PORCH FRAME BASE AND SOFFIT 3" = 1'-0"

SHEET

F STRUCTURAL THERMAL BREAK

STRUCTURAL STEEL PLATE

CO RE:STRUCT

3'-6"

ALL FASTENERS TO BE SET IN BED OF SEALANT AT PENETRATIONS AT LINES OF AIR/MOISTURE BARRIER + FASTENER HEAD TO BE COVERED W/ SEALANT - TYP

ISSUED

WHOLE HEALTH INSTITUTE - 11/16/20

PROJE

HSS6X3X1/2 STRUCT - VERTICAL (CORROSION-RESISTANT)

THE INTENT OF ALL ITEMS NEC COMPLETION O CONTRACT DO IS REQUIRED B BY ALL; PERFO REQUIRED ONL CONTRACT DO THEM AS BEING RESULTS.

PRE BRA DE D P LOWER VOLUME SOFFIT T.O.P. 19'19'-6" - 6" 1/2"

12/4/2020 4:27:03 PM

Step Three

STUDIO N 2995 BAS BOULDER 303.558.3 CHRIS O COHARA

CODE C

SECTION @ PORCH FRAME BASE AND PARPET 2 3" = 1'-0"

REVISIO

1/2"

PRE-WEATHERED BRASS SOFFIT PANEL

SECTION @ PORCH FRAME BASE AND SOFFIT 3" = 1'-0"

SHEET

Step One

Step Two

Step Three

Step One

Step Two

Step Three

N 6 A B

Step Four

CURTAIN WALL SYSTEM

PRE-WEATHERED BRASS FINS

S 2 B 3 C C

C 1 M 7 B B

5/8"

B 7 F 4 D D

FOR CONNECTION BACK TO PRIMARY STRUCTURE

4 1/2"

LL OUTRIGGER SIZE + CONFIGURATION TBD (CORROSION-RESISTANT)

SECTION DETAIL - PARAPET AT FIN 3" = 1'-0" 7 1/2"

6'-0 1/2"

LENGTH DETERMINED BY FRAMING REQUIREMENTS

3'-0"

4 1/2"

LL OUTRIGGER SIZE + CONFIGURATION TBD (CORROSION-RESISTANT) SS COPING ATTACHMENT/ROOFING TERMINATION

4 1/8"

SELF-ADHERED AIR BARRIER/WRB STRUCTURAL THERMAL BREAK

SLOPE

J LENGTH DETERMINED BY FRAMING REQUIREMENTS CURTAIN WALL SYSTEM FLOORING RE-ARCH FOR CONNECTION BACK TO PRIMARY STRUCTURE LEVEL 3 36' - 6" TWO STAGE WEATHER SEAL

5/16" MIN

TRANSLUCENT SPANDREL

4 1/2"

HSS CANTILEVER (CORROSIONRESISTANT)

SUBFRAMING W/ DURABLE MEANS OF SEPARATION OF DISSIMILAR METALS (TBD) (CORROSON-RESISTANT) 4 1/8"

HSS10X3X3/8 HORIZONTAL (CORROSION-RESISTANT)

STRUCTURAL STEEL PLATE

SLOPE

TO ROOF DECK HSS CANTILEVER 50'-0" (CORROSION-RESISTANT) BUILDING INSULATION BLANKET

CURTAIN WALL SYSTEM 2"

STRUCTURAL THERMAL BREAK

SLOPE

5/16" MIN

HSS10X3X3/8 HORIZONTAL (CORROSION-RESISTANT) TWO STAGE WEATHER SEAL

3/8"

5/16"

HSS CANTILEVER (CORROSION-RESISTANT)

STRUCTURAL RE:STRUCT STEEL PLATE (CORROSION-RESISTANT)

1 1/2" TYP

TWO STAGE WEATHER SEAL

MINERAL WOOL INSULATION

5/16" MIN 5/16" MIN

ALL FASTENERS TO BE SET IN BED OF SEALANT AT PENETRATIONS AT LINES OF AIR/MOISTURE BARRIER + FASTENER HEAD TO BE COVERED CURTAIN WALL SYSTEM W/ SEALANT - TYP

HSS6X3X1/2 FIN STRUCT - VERTICAL (CORROSION-RESISTANT) 1 1/2" TYP

ALL FASTENERS TO BE SET IN BED OF SEALANT AT PENETRATIONS AT LINES OF AIR/MOISTURE BARRIER + FASTENER HEAD TO BE COVERED W/ SEALANT - TYP

5/16"

PRE-WEATHERED BRASS FIN CLADDING

6'-0 1/2"

HSS3X3X1/4 FIN STRUCT - OUTRIGGER (CORRISON-RESISTANT) HSS10X3X3/8 HORIZONTAL (CORROSION-RESISTANT)

LENGTH DETERMINED BY FRAMING REQUIREMENTS

TRANSLUCENT SPANDREL LITE

FOR CONNECTION BACK TO PRIMARY STRUCTURE

PRE-WEATHERED BRASS FINS MINERAL WOOL INSULATION HSS6X3X1/2 FIN STRUCT - VERTICAL (CORROSION-RESISTANT) LL OUTRIGGER SIZE +TO ROOF DECK CONFIGURATION TBD 50'-0" (CORROSION-RESISTANT) BUILDING INSULATION BLANKET 7 1/2"

PRE-WEATHERED BRASS FIN CLADDING

RE: STRUCT MINERAL WOOL INSULATION BRASS FIN ACCENT FINISH (TBD)

PLAN DETAIL - SOFFIT AT FIN 3" = 1'-0"

4 1/2"

5/8"

SECTION DETAIL - INTERMEDIATE FIN CONNECTION 3" = 1'-0" SECTION DETAIL - PARAPET AT FIN 3 3" = 1'-0"

4 1/8"

OF SEALANT AT PENETRATIONS AT LINES OF AIR/MOISTURE BARRIER + FASTENER HEAD TO +BE COVERED LL OUTRIGGER SIZE W/ SEALANT - TYPTBD CONFIGURATION (CORROSION-RESISTANT)

TRANSLUCENT SPANDREL LITE SS COPING ATTACHMENT/ROOFING TERMINATION MINERAL WOOL INSULATION SELF-ADHERED AIR BARRIER/WRB HSS6X3X1/2 FIN STRUCT - VERTICAL STRUCTURAL THERMAL BREAK (CORROSION-RESISTANT)

STRUCTURAL THERMAL BREAK

TRANSLUCENT SPANDREL LITE

T 1 C 3 C

STRUCTURAL STEEL PLATE (CORROSION-RESISTANT) LL OUTRIGGER SIZE + CONFIGURATION TBD (CORROSION-RESISTANT) ALL FASTENERS TO BE SET IN BED

1 1/2" TYP

SELF-ADHERED AIR BARRIER/WRB

HSS10X3X3/8 HORIZONTAL (CORROSION-RESISTANT)

BUILDING INSULATION BLANKET 7 1/2"

1 1/2" TYP

6'-0 1/2"

F-300 3'-0"

G 3 S 4 S S

HSS CANTILEVER (CORROSION-RESISTANT)

5/16" MIN 5/16" MIN

STRUCTURAL THERMAL BREAK

4 1/2"

CURTAIN WALL SYSTEM HSS CANTILEVER (CORROSION-RESISTANT)

SLOPE J 2"

LL OUTRIGGER SIZE + SEAL TWO STAGE WEATHER CONFIGURATION TBD (CORROSION-RESISTANT) RE:STRUCT SS COPING ATTACHMENT/ROOFING TERMINATION

SELF-ADHERED AIR BARRIER/WRB 3'-0"

SLOPE 3'-0"

5/16" MIN

TWO STAGE WEATHER SEAL

HSS10X3X3/8 HORIZONTAL PRE-WEATHERED BRASS FINS (CORROSION-RESISTANT)

4 1/2"

1 1/2" TYP

RE: INTERIORS

SS SILL PAN FLASHING

5/16" MIN 5/16" MIN

5/8"

4 1/2"

SECTION DETAIL - PARAPET AT FIN 3" = 1'-0" F-300

4 1/2"

J RE: STRUCT FOR FLOOR FRAMING

MINERAL WOOL INSULATION

3'-0"

SUBFRAMING W/ DURABLE MEANS OF SEPARATION OF DISSIMILAR METALS (TBD) (CORROSON-RESISTANT)

DURABLE MEANS OF SEPARATION OF DISSIMILAR METALS

3/8"

STRUCTURAL THERMAL BREAK MINERAL WOOL INSULATION

3'-0"

TWO STAGE WEATHER SEAL

4 1/2"

12/4/2020 4:27:01 PM

Step Five

PRE-WEATHERED BRASS RAINSCREEN ASSEMBLY 5 3" = 1'-0"

PRE-WEATHERED BRASS SOFFIT 3" = 1'-0"

ALL FASTENERS TO BE SET IN BED OF SEALANT AT PENETRATIONS AT LINES OF AIR/MOISTURE BARRIER + FASTENER HEAD TO BE COVERED W/ SEALANT - TYP SUBFRAMING W/ DURABLE MEANS OF PRE-WEATHERED BRASS FIN CLADDING SEPARATION OF DISSIMILAR METALS (TBD) (CORROSON-RESISTANT) HSS3X3X1/4 FIN STRUCT - OUTRIGGER ASSEMBLY SELF-ADHERED (CORRISON-RESISTANT) AIR BARRIER/WRB HSS10X3X3/8 HORIZONTAL (CORROSION-RESISTANT) TRANSLUCENT SPANDREL LITE

3/8"

HSS CANTILEVER (CORROSION-RESISTANT)

TRANSLUCENT SPANDREL

5/8"

SOFFIT 19'-6"

SOFFIT VENT/WEEP W/ PEST SCREEN STRUCTURAL THERMAL BREAK

4 1/2"

PREWEATHERED BRASS FIN ASSEMBLY HSS10X3X3/8 HORIZONTAL (CORROSION-RESISTANT) PRE-WEATHERED

SECTION DETAIL - SOFFIT AT FIN NEW 1 SECTION DETAIL - PARAPET AT FIN 3" =31'-0" 3" = 1'-0"

BRASS FIN CLADDING STRUCTURAL STEEL PLATE

SECTION DETAIL - INTERMEDIATE FIN CONNECTION 3" = 1'-0"

HSS6X3X1/2 FIN STRUCT - VERTICAL (CORROSION-RESISTANT)

3'-0"

4 1/2"

MINERAL WOOL INSULATION

3'-0"

4 1/2"

ALL FASTENERS TO BE SET IN BED OF SEALANT AT PENETRATIONS AT LINES OF AIR/MOISTURE BARRIER + FASTENER HEAD TO BE COVERED W/ SEALANT - TYP

J CURTAIN WALL SYSTEM TWO STAGE WEATHER SEAL FLOORING RE-ARCH LEVEL 3 RE: INTERIORS 36' - 6" TWO STAGE WEATHER SEAL CURTAIN WALL SYSTEM PRE-WEATHERED

PRE-WEATHERED BRASS FIN CLADDING HSS3X3X1/4 FIN STRUCT - OUTRIGGER (CORRISON-RESISTANT) HSS10X3X3/8 HORIZONTAL (CORROSION-RESISTANT)

BRASS FIN CLADDING SS SILLBLANKET PAN FLASHING BUILDING INSULATION

4 F-300

RE: STRUCT 3'-0"

4 1/2"

TRANSLUCENT SPANDREL BUILDING INSULATION BLANKET

MINERAL WOOL INSULATION BRASS FIN ACCENT FINISH (TBD)

PLAN DETAIL - SOFFIT AT FIN 3" = 1'-0"

SUBFRAMING W/ DURABLE MEANS OF SEPARATION OF DISSIMILAR METALS (TBD) (CORROSON-RESISTANT)

SHEATHING

3/8"

DURABLE MEANS OF SEPARATION OF DISSIMILAR METALS

THERMAL BROKEN HSS6X3X1/2 FIN STRUCT - VERTICAL CLADDING STANDOFF (CORROSION-RESISTANT)

THERMALL BROKEN CLADDING STANDOFF

MINERAL WOOL INSULATION ALL FASTENERS TO BE SET IN BED OF SEALANT AT PENETRATIONS AT LINES OF AIR/MOISTURE BARRIER + FASTENER HEAD TO BE COVERED W/ SEALANT - TYP

TWO WEATHER SEAL RE:STAGE STRUCT

BUILDING INSULATION BLANKET HSS6X3X1/2 FIN STRUCT - VERTICAL SELF-ADHERED AIR BARRIER/WRB (CORROSION-RESISTANT) HSS CANTILEVER MINERAL WOOL INSULATION (CORROSION-RESISTANT)

PRE-WEATHERED BRASS FIN CLADDING PRE-WEATHERED BRASS HSS3X3X1/4 FIN STRUCT - OUTRIGGER SOFFIT CLADDING (CORRISON-RESISTANT) RE: INTERIOR FOR FLOOR FINISHES HSS10X3X3/8 HORIZONTAL DURABLE MEANS OF SEPARATION (CORROSION-RESISTANT) OF DISSIMILAR METALS

SHEATHING

STRUCTURAL THERMAL BREAK PRE-WEATHERED HSS10X3X3/8 HORIZONTAL BRASS FIN CLADDING (CORROSION-RESISTANT)

PRE-WEATHERED BRASS WALL CLADDING

1/2" MIN VENT/WEEP SLOT

RE: RE:STRUCT STRUCT FOR FLOOR FRAMING

BRASS FIN ACCENT FINISH (TBD)

PRE-WEATHERED BRASS SOFFIT ASSEMBLY WRB/AIR BARRIER SYSTEM 3" = 1'-0"

RE: STRUCT FOR WALL FRAMING

THERMAL BROKEN CLADDING STANDOFF

THERMALL BROKEN CLADDING STANDOFF

MINERAL WOOL INSULATION

SOFFIT VENT/WEEP W/ PEST SCREEN STRUCTURAL STEEL PLATE PREWEATHERED BRASS FIN ASSEMBLY ALL FASTENERS TO BE SET IN BED OF SEALANT AT PENETRATIONS AT LINES OF AIR/MOISTURE BARRIER + FASTENER HEAD TO BE COVERED W/ SEALANT - TYP

SECTION DETAIL - INTERMEDIATE FIN CONNECTION 2 SECTION DETAIL - SOFFIT AT FIN NEW 1 3" = 1'-0" 3" = 1'-0" 3'-0"

4 1/2"

WRB/AIR BARRIER SYSTEM

RE: INTERIORS

DURABLE MEANS OF SEPARATION OF DISSIMILAR METALS

CURTAIN WALL SYSTEM SS SILL PAN FLASHING 1/2" MIN VENT/WEEP SLOT

12/4/2020 4:27:01 PM

PRE-WEATHERED BRASS SOFFIT ASSEMBLY 3" = 1'-0"

SOFFIT 19'-6"

PREWEATHERED BRASS SOFFIT PANEL BUILDING INSULATION BLANKET SOFFIT VENT/WEEP W/ PEST SCREEN SELF-ADHERED AIR BARRIER/WRB PREWEATHERED BRASS FIN ASSEMBLY

1 1/2" TYP

PRE-WEATHERED BRASS RAINSCREEN ASSEMBLY 3" = 1'-0"

HSS6X3X1/2 FIN STRUCT - VERTICAL (CORROSION-RESISTANT)

TWO STAGE WEATHER SEAL MINERAL WOOL INSULATION PRE-WEATHERED BRASS SOFFIT CLADDING

SOFFIT 19'-6"

PREWEATHERED BRASS SOFFIT PANEL RE: STRUCT

1 1/2" TYP

MINERAL WOOL INSULATION

DURABLE MEANS OF SEPARATION OF DISSIMILAR METALS

HSS10X3X3/8 HORIZONTAL STRUCTURAL STEEL PLATE (CORROSION-RESISTANT)

RE: INTERIORS STRUCTURAL STEEL PLATE CURTAIN WALL SYSTEM ALL FASTENERS TO BE SET IN BED OF SEALANT AT PENETRATIONS AT LINES OF AIR/MOISTURE BARRIER + MINERAL WOOL SS INSULATION SILL PAN FLASHING FASTENER HEAD TO BE COVERED W/ SEALANT - TYP

1 1/2" TYP

WHOLE HEALTH INSTITUTE - 11/12/20

HSS CANTILEVER (CORROSION-RESISTANT) WRB/AIR BARRIER SYSTEM

WRB/AIR BARRIER SYSTEM

PRE-WEATHERED BRASS RAINSCREEN ASSEMBLY PLAN DETAIL - SOFFIT 5 AT FIN 4 3" = 1'-0" 3" = 1'-0"

HSS10X3X3/8 HORIZONTAL STRUCTURAL THERMAL BREAK (CORROSION-RESISTANT)

4 1/2"

TWO STAGE WEATHER SEAL

RE: STRUCT FOR WALL FRAMING

MINERAL WOOL INSULATION WHOLE HEALTH INSTITUTE - 11/12/20 12/4/2020 4:27:01 PM

HSS CANTILEVER STRUCTURAL THERMAL BREAK (CORROSION-RESISTANT)

3'-0"

STRUCTURAL THERMAL BREAK RE: STRUCT FOR FLOOR FRAMING

MINERAL WOOL INSULATION

5/16"

HSS CANTILEVER (CORROSION- AIR BARRIER/WRB SELF-ADHERED RESISTANT)

SECTION DETAIL - INTERMEDIATE FIN CONNECTION 3" = 1'-0"

CURTAIN WALL SYSTEM

PRE-WEATHERED BRASS WALL CLADDING 5/16"

SELF-ADHERED AIR BARRIER/WRB RE: INTERIOR FOR FLOOR FINISHES TRANSLUCENT SPANDREL LITE

1 1/2" TYP

HSS CANTILEVER (CORROSION-RESISTANT)

SECTION DETAIL - SOFFIT AT FIN NEW 1 3" = 1'-0"

STRUCTURAL THERMAL BREAK RE: INTERIOR FOR FLOOR FINISHES

HSS10X3X3/8 HORIZONTAL (CORROSION-RESISTANT)

SHEATHING PRE-WEATHERED BRASS WALL CLADDING

RE: STRUCT

RE: STRUCT FOR FLOOR FRAMING

MINERAL WOOL INSULATION DURABLE MEANS OF SEPARATION OF DISSIMILAR METALS

STRUCTURAL STEEL PLATE ALL FASTENERS TO BE SET IN BED OF SEALANT AT PENETRATIONS AT LINES OF AIR/MOISTURE BARRIER + FASTENER HEAD TO BE COVERED W/ SEALANT - TYP

WHOLE HEALTH INSTITUTE - 11/12/20

WRB/AIR BARRIER SYSTEM RE: STRUCT FOR WALL FRAMING

THERMAL BROKEN CLADDING STANDOFF

THERMALL BROKEN CLADDING STANDOFF

MINERAL WOOL INSULATION

HSS6X3X1/2 FIN STRUCT - VERTICAL (CORROSION-RESISTANT)

WRB/AIR BARRIER SYSTEM

MINERAL WOOL INSULATION 1 1/2" TYP

PRE-WEATHERED BRASS SOFFIT CLADDING DURABLE MEANS OF SEPARATION OF DISSIMILAR METALS

SOFFIT 19'-6" 1/2" MIN VENT/WEEP SLOT 1 1/2" TYP

PRE-WEATHERED BRASS RAINSCREEN ASSEMBLY 5 3" = 1'-0"

PREWEATHERED BRASS SOFFIT PANEL SOFFIT VENT/WEEP W/ PEST SCREEN PREWEATHERED BRASS FIN ASSEMBLY

PRE-WEATHERED BRASS SOFFIT ASSEMBLY 3" = 1'-0"

PRE-WEATHERED BRASS FINS

HSS CANTILEVER (CORROSIONPREWEATHERED BRASS SOFFIT PANEL RESISTANT)

1/2" MIN VENT/WEEP SLOT

T A C C I B R C T R

F-300

1 1/2" TYP

BRASS FIN ACCENT FINISH (TBD) TWO STAGE WEATHER SEAL

5/16"

MINERAL WOOL INSULATION BUILDING INSULATION BLANKET

MINERAL WOOL INSULATION

PLAN DETAIL - SOFFIT AT FIN 3" = 1'-0"

STRUCTURAL RE: STRUCT THERMAL BREAK

RE:STRUCT

CURTAIN WALL SYSTEM

5/16"

TO ROOF DECK 50'-0" BUILDING INSULATION BLANKET

CURTAIN WALL SYSTEM HSS6X3X1/2 FLOORING RE-ARCH FIN STRUCT - VERTICAL (CORROSION-RESISTANT) LEVEL 3 36' - 6" TWO STAGE WEATHER SEAL MINERAL WOOL INSULATION

HSS CANTILEVER (CORROSION-RESISTANT) PRE-WEATHERED BRASS SOFFIT CLADDING HSS6X3X1/2 FIN STRUCT - VERTICAL DURABLE MEANS OF SEPARATION (CORROSION-RESISTANT) OF DISSIMILAR METALS 5/16"

HSS6X3X1/2 FIN STRUCT - VERTICAL (CORROSION-RESISTANT)

STRUCTURAL THERMAL BREAK STRUCTURAL STEEL PLATE HSS10X3X3/8 HORIZONTAL ALL FASTENERS TO BE SET IN BED OF SEALANT AT (CORROSION-RESISTANT) PENETRATIONS AT LINES OF AIR/MOISTURE BARRIER + FASTENER HEAD TO BE COVERED W/ SEALANT - TYP STRUCTURAL STEEL PLATE

1 1/2" TYP

4" WHOLE HEALTH INSTITUTE - 11/12/20

TRANSLUCENT SPANDREL LITE THERMAL BROKEN CLADDING STANDOFF CURTAIN WALL SYSTEM

THERMALL BROKEN CLADDING STANDOFF WRB/AIR BARRIER SYSTEM

12/4/2020 4:27:01 PM

Step Four

RE: STRUCT FOR WALL FRAMING

MINERAL WOOL INSULATION

HSS10X3X3/8 HORIZONTAL (CORROSION-RESISTANT) TRANSLUCENT SPANDREL HSS CANTILEVER (CORROSIONRESISTANT) RE: STRUCT

4 1/2"

SELF-ADHERED AIR BARRIER/WRB WRB/AIR BARRIER SYSTEM

5/16"

TRANSLUCENT SPANDREL LITE

BUILDING INSULATION THERMAL BLANKET BREAK STRUCTURAL

RE: INTERIOR FOR FLOOR FINISHES SHEATHING PRE-WEATHERED BRASS WALL CLADDING

ALL FASTENERS TO BE SET IN BED OF SEALANT AT PENETRATIONS AT LINES OF AIR/MOISTURE BARRIER + FASTENER HEAD TO BE COVERED W/ SEALANT - TYP

INSULATION BLANKET CURTAINBUILDING WALL SYSTEM FLOORING RE-ARCH SELF-ADHERED AIR BARRIER/WRB LEVEL 3 36' - 6" TWO STAGE SEAL HSS WEATHER CANTILEVER (CORROSION-RESISTANT)

1 1/2" TYP

3'-0"

STRUCTURAL STEEL PLATE (CORROSION-RESISTANT)

CURTAIN WALL SYSTEM

SECTION DETAIL - SOFFIT AT FIN NEW 3" = 1'-0"

SERRATED JAMB - PLAN DETAIL D 2" - TB

BACK EDGE OF MULLION

SLAB EDGE VARIES

1'-6"

5'-10 1/2"

Jamb Detail Axon

ES VARI

www.studionyl.com

P 303.558.3145 F 303.440.8536

Step Two

2995 Baseline Road #314 Boulder CO 80303

Studio NYL Structural Engineers

Step One Step Three

Step Four

Step Five HAT CHANNEL COVER WITH SELF ADHERED WATER RESISTANT BARRIER

FRP PLATE DIVING BOARD 8"

MONARCH Z CLIP 2 1/4"

METAL PANEL FINISH PER ARCH

1/2"

4 1/2" 2 1/4"

TPO TERMINATION BAR

8" MAX

TRIPLE GLAZED IGU

4 1/16"

METAL FLASHING

EDGE OF INTERIOR FINISH PER PLAN DETAIL

3/4"

1 3/4"

1/8" ALUMINUM PLATE

HAT CHANNEL TRIPLE GLAZEDCOVER WITH SELF ADHERED SPANDREL IGU WATER RESISTANT BARRIER

HORIZONTAL SSG MULLION

FRP PLATE DIVING BOARD 8"

MONARCH Z CLIP

16 GA GALV. METAL

2 1/4"

METAL PANEL FINISH PER ARCH

SERRATED EDGE - HORIZONTAL 3" = 1'-0"

1/2"

4 1/2"

TPO TERMINATION BAR

TRIPLE GLAZED IGU

8" MAX

FRP OR GALV DOUBLE L 1 3/4"

4 1/16"

METAL FLASHING

EDGE OF INTERIOR FINISH PER PLAN DETAIL

CASCADIA CLIP OR SMART CI HORIZONTAL SSG MULLION

3/4"

1/8" ALUMINUM PLATE

TRIPLE GLAZED SPANDREL IGU

HORIZONTAL SSG MULLION

VARIES

16 GA GALV. METAL

BEAM PER STRUCT

SERRATED EDGE - HORIZONTAL 3 3" = 1'-0"

SERRATED JAMB - GLASS TO OPAQUE TO GLASS - CORNER DART - OPTION 2 3" = 1'-0"

SERRATED EDGE - HEAD 3" = 1'-0"

TRIPLE GLAZED IGU

CASCADIA CLIP OR SMART CI

FRP OR GALV DOUBLE L

HORIZONTAL SSG MULLION

TRIPLE GLAZED SPANDREL IGU

VARIES

BEAM PER STRUCT

SPANDREL INSULATION

SERRATED JAMB - GLASS TO OPAQUE TO GLASS - CORNER DART - OPTION 2 3" = 1'-0"

SERRATED EDGE - HEAD 3" = 1'-0"

TRIPLE GLAZED IGU

Head Detail Axon

Sill Detail Axon

TRIPLE GLAZED SPANDREL IGU

2 1/4"

1/2"

SPANDREL INSULATION

2/25/2020 3:30:10 PM

SERRATED EDGE - SILL 3" = 1'-0"

3:30:10 PM

2 1/4"

1/2"

SERRATED EDGE - SILL 3" = 1'-0"

Terracotta 1’ Axon 11 1/2"

1/2"

Terracotta 1’ Exploded Axon

11 3/4"

TERRA COTTA EXTRUSION 3 TERRA COTTA EXTRUSION 4-1

200 HIGH ST, BOSTON, MA 02110 857.300.2610 | SGA-ARCH.COM

PROJECT TEAM:

TERRA COTTA EXTRUSION 4 ATTACHMENT CLIP TERRA COTTA EXTRUSION 1-1 SCEWED CONTINUOUS VERTICAL Z MINERAL WOOL INSULATION - 4" SHOWN VISION GLAZING

VERTICAL JAMB MULLION - TYPE -TBD

FLANGE PLATE INTERIOR SEALANT

5'-0" 11 3/4" 5'-0" 11 3/4"

1/2"

11 1/2"

1/2"

11 1/2"

1/2"

11 1/2"

1/2"

11 1/2"

11 3/4"

1/2"

11 1/2"

1/2"

11 1/2"

1/2"

11 3/4"

1/2"

11 1/2"

1/2"

11 1/2"

3'-0" 1/2"

11 1/2"

1/2"

11 3/4"

1/2"

5'-0"

11 1/2"

1/2"

11 1/2"

1/2"

11 3/4"

TERRA COTTA EXTRUSION 3 1/2"

11 1/2" TERRA COTTA EXTRUSION 4-1 TERRA COTTA EXTRUSION 3

1/2"

11 3/4"

200 H 857.3

11 3/4"

3'-6"

5 S-600

SKEWED CONTINUOUS ATTACHMENT CLIP VERTICAL Z-CHANNEL TERRA COTTA EXTRUSION 1-1

TERRA COTTA EXTRUSION 1-2 TERRA COTTA EXTRUSION 4 ATTACHMENT CLIP

SKEWED CONTINUOUS VERTICAL Z-CHANNEL

TERRA COTTA EXTRUSION 1-14 TERRA COTTA EXTRUSION

2-STAGE WEATHER SEAL

3/4" CLR

HORIZONTAL HAT CHANNEL TERRA COTTA EXTRUSION

TERRA COTTA EXTRUSION TERRA COTTA ATTACHMENT CLIP 3/4" CLR

TERRA COTTA VERTICAL JAMBCLIP MULLION ATTACHMENT - TYPE -TBD

SCEWED CONTINUOUS ATTACHMENT CLIP VERTICAL Z TERRA COTTA EXTRUSION 1-1 MINERAL WOOL INSULATION - 4"SCEWED SHOWNCONTINUOUS

CASCADIA CLIP

HORIZONTAL HAT CHANNEL

MINERAL WOOL INSULATION TERRA COTTA EXTRUSION - 4" SHOWN HORIZONTAL HAT CHANNEL VISION GLAZING TERRA COTTA EXTRUSION TERRA COTTA ATTACHMENT CLIP

TERRA COTTA EXTRUSION 4-2

S-600 CONTINUOUS SKEWED VERTICAL Z-CHANNEL

SCEWED CONTINUOUS HORIZONTAL HAT CHANNEL VERTICAL Z

3/4" CLR

TERRA COTTA EXTRUSION 1-2

S-600 CONTINUOUS SKEWED VERTICAL Z-CHANNEL TERRA COTTA EXTRUSION 3

3'-6"

2 S-600

PROJ 85

TERRA COTTA EXTRUSION 4-2

1 S-600

3'-6"

2 S-600

AIR/WEATHER CASCADIA CLIP BARRIER MEMBRANE

VERTICAL Z VISION GLAZING MINERAL WOOL INSULATION - 4" SHOWN

2-STAGE WEATHER SEAL AIR/WEATHER BARRIER MEMBRANE

VISION GLAZING

VERTICAL JAMB MULLION - TYPE -TBD

TERRA COTTA ATTACHMENT CLIP

SEAL / SIGNATURE

FLANGE PLATE VERTICAL JAMB MULLION - TYPE -TBD

FLANGE PLATE

INTERIOR SEALANT FLANGE PLATE

INTERIOR SEALANT 5/8" EXTERIOR GYPSUM BASED SHEATHING

CORNER JOINT

INTERIOR SEALANT

CORNER JOINT 5/8" EXTERIOR GYPSUM BASED SHEATHING

CORNER JOINT

TERRA COTTA ELEVATION - 5' 1" = 1'-0"

TERRA © COTTA ELEVATION - 3' CORNER JOINT Spagnolo Gisness & Associates, Inc. 1" = 1'-0"

TERRA COTTA ELEVATION - 5' 3 1" = 1'-0"

TERRA COTTA - PLAN DETAIL - 5' 3" = 1'-0"

PROJECT: TERRA COTTA ELEVATION - 3' 1" = 1'-0"

TERRA COTTA - PLAN DETAIL - 5' 3" = 1'-0"

2'-0" 11 3/4"

1/2"

1'-0"

11 3/4"

2'-0" 11 3/4"

1/2"

1'-0"

11 3/4"

1'-0"

CHMENT CLIP

A COTTA EXTRUSION 1-1

S-600

TERRA COTTA EXTRUSION 2

REVISIONS: No. Date

3'-6"

SKEWED CONTINUOUS HORIZONTAL HAT CHANNEL VERTICAL Z-CHANNEL

5/8" EXTERIOR GYPSUM BASED SHEATHING

VERTICAL JAMB MULLION - TYPE -TBD FLANGE PLATE INTERIOR SEALANT

SHEET TITLE:

TERRA COTTA ELEVATION - 2' 4 1" = 1'-0"

3/4" CLR

CORNER FOLD

2-STAGE WEATHER SEAL AIR/WEATHER BARRIER MEMBRANE

ATTACHMENT CLIP

TERRA COTTA EXTRUSION

TERRA COTTA ELEVATION - 1' 1" = 1'-0" TERRA COTTA ELEVATION - 1' 9 1" = 1'-0"

VERTICAL Z VISION GLAZING MINERAL WOOL INSULATION - 4" SHOWN VISION GLAZING

SEAL

INTERIOR SEALANT FLANGE PLATE

AIR/WEATHER BARRIER MEMBRANE ZEE CHANNEL 5/8" EXTERIOR GYPSUM MINERAL WOOL INSULATION BASED SHEATHING

5/8" EXTERIOR GYPSUM BASED SHEATHING

AIR/WEATHER BARRIER MEMBRANE CFMF WALL

INTERIOR FINISH2

SCEWED CONTINUOUS ATTACHMENT CLIP VERTICAL Z TERRA COTTA EXTRUSION 1-1 MINERAL WOOL INSULATION - 4"SCEWED SHOWNCONTINUOUS

FLANGE PLATE VERTICAL JAMB MULLION - TYPE -TBD

ZEE CHANNEL HORIZONTAL HAT CHANNEL MINERAL WOOL INSULATION

CFMF WALL

TERRA COTTA EXTRUSION 1-13 TERRA COTTA EXTRUSION

VERTICAL JAMB MULLION - TYPE -TBD

HORIZONTAL HAT CHANNEL TERRA COTTA EXTRUSION

5/8" EXTERIOR GYPSUM INTERIOR FINISH BASED SHEATHING

3/4" CLR

FACADE DETAILS

CORNER JOINT

TERRA COTTA - PLAN DETAIL - 1' CORNER JOINT 3" = 1'-0" TERRA COTTA ELEVATION - 2' 4 1" = 1'-0"

TERRA COTTA PANEL

SCALE As indicated DATE ISSUED PROJECT NO DRAWN BY Author CHECKED BY Checker

SKEWED CONTINUOUS VERTICAL Z-CHANNEL

TERRA COTTA ATTACHMENT CLIP TERRA COTTA PANEL

3'-6"

3/4" CLR 3/4" CLR

TERRA COTTA EXTRUSION

TERRA COTTA ATTACHMENT CLIP

Issued For:

3'-6"

TERRA COTTA ATTACHMENT CLIP TERRA COTTA EXTRUSION

AIR/WEATHER CASCADIA CLIP BARRIER MEMBRANE

3/4"

SUBMISSIONS:

TERRA COTTA EXTRUSION 3 ATTACHMENT CLIP

TERRA COTTA EXTRUSION 1-2

ATTACHMENT CLIP

VISION GLAZING

HORIZONTAL HAT CHANNEL

TERRA COTTA EXTRUSION 1-2

2-STAGE WEATHER SEAL

Date

RIOR SEALANT

S-600

CASCADIA CLIP

TERRA COTTA ATTACHMENT CLIP

GE PLATE

Description

MINERAL WOOL INSULATION - 4" SHOWN 3'-6"

2-STAGE WEATHER SEAL

ICAL JAMB MULLION E -TBD

VARIES

SCEWED CONTINUOUS VERTICAL Z

CASCADIA CLIP

AIR/WEATHER BARRIER MEMBRANE

S-600

ATTACHMENT CLIP

3/4"

WED CONTINUOUS ICAL Z

VARIES

S-600

ZONTAL HAT CHANNEL

N GLAZING

1/2"

TERRA COTTA EXTRUSION 4-1

TAIL - 3'

RAL WOOL INSULATION SHOWN

11 1/2"

5'-0" 11 3/4"

1/2"

3'-0" 1/2"

3/4" CLR

1/2"

INTERIOR SEALANT

5/8" EXTERIOR GYPSUM BASED SHEATHING

TERRACOTTA - HORIZONTAL JOINT 3" = 1'-0" 2

TERRACOTTA - HORIZONTAL JOINT 3" = 1'-0"

TERRA COTTA - PLAN DETAIL - 3' 3" = 1'-0" 5

TERRA COTTA - PLAN DETAIL - 3' 3" = 1'-0"

PROJ

©S

Terracotta 5’ Axon

5'-0" 11 3/4"

1/2"

11 1/2"

1/2"

11 1/2"

1/2"

11 1/2"

1/2"

11 3/4"

TERRA COTTA EXTRUSION 3 TERRA COTTA EXTRUSION 4-1

200 HIGH ST, BOSTON, MA 02110 857.300.2610 | SGA-ARCH.COM

PROJECT TEAM: TERRA COTTA EXTRUSION 4-2 TERRA COTTA EXTRUSION 1-2

OUS EL

HANNEL

RUSION

Terracotta 5’ Exploded Axon

TERRA COTTA EXTRUSION 4 ATTACHMENT CLIP TERRA COTTA EXTRUSION 1-1

CASCADIA CLIP 2-STAGE WEATHER SEAL AIR/WEATHER BARRIER MEMBRANE

SCEWED CONTINUOUS VERTICAL Z MINERAL WOOL INSULATION - 4" SHOWN VISION GLAZING

VERTICAL JAMB MULLION - TYPE -TBD

FLANGE PLATE INTERIOR SEALANT

5/8" EXTERIOR GYPSUM BASED SHEATHING

TERRA COTTA - PLAN DETAIL - 5' 3" = 1'-0"

Flatlock Panel Planter Axon

Flatlock Panel Planter Exploded Axon

www.studionyl.com

P 303.558.3145 F 303.440.8536

2995 Baseline Road #314 Boulder CO 80303

Studio NYL Structural Engineers

Flatlock Panel Planter Exploded Axon

2" FABREEKA TIM RF 2150 "DIVING BOARD" W/ HIGH TEMP UNDERLAYMENT

PEST SCREEN

SLOPE 1/8":12"

PLANTER LINER. TERMINATE ON 4"-6" VERT SURFACE (MIN) PER MANUF

1/2" NAIL BASE OVER 1 1/2" XPS INSULATION

SLOPE 1/4":12"

8 1/2" CONC CURB MIN

SLOPE 1/8":12" PEST SCREEN

3/4"

ARCH: STRONGLY RECOMMEND DRAINAGE LAYER HERE (OR BETTER YET PAVER PUCKS IF PAVERS ARE POSSIBLE) FOR DURABILITY & MAINTENANCE ACCESS

XPS INSULATION DRAINAGE BOARD HOT-RUBBERIZED ASPHALT WATERPROOFING MEMBRANE

MAX REACTION: 520lb @ 20" OC

MAX REACTION: 650lb @ 20" OC

(1) 350S-162-43 @ 20"OC (2) 250S200-54 @20"OC 2" FABREEKA TIM RF 2150 SPACER STEEL NETWORK VERTICLIP MAX REACTION: 520lb @ 20" OC

ALL ENVELOPE ANCHORS TO BE SET IN BED OF SEALANT & HAVE HEADS FULLY COVERED IN SEALANT UNO

4" MINERAL WOOL ALL FLATHEAD FLASHING FASTENERS TO BE SET IN BED OF SEALANT BETWEEN MTL FLASHING & BASE AIR BARRIER / WRB AND EITHER HAVE HEAD FULLY COVERED W/ FLASHING (SAM FLASHING OPTION SHOWN HERE) - TYP

PLANTER AT SLAB EDGE OVER WINDOW

NOTE:

Author Checker

PEST SCREEN

DETAILS

WEEP/DRIP HOLES

CONCEALED DEPTH SECTION - I ANALYTICAL DIAGRAM - PLAN

SANCTIONED VS UNSANCTIONED SPACE CIRCULATION

ANALYTICAL DIAGRAM - SECTION

EMANUIL P. SKLIANIN ARCH - 3110 - 001 STEPHEN RENARD - FA20 SEPTEMBER 30TH, 2020

CONCEPT STATEMENT: I FOCUSED ON CREATING SPACES THAT REPRESENT SANCTIONED VS UNSANCTIONED THROUGH ORTHOGONAL AND ANGULAR GEOMETRY. THE ORIENTATION OF THESE SPACES, SANCTIONED AND UNSANCTIONED ARE ORGANIZED IN A CLUSTERED FORMAT - CONGREGATING SPACES THAT CORRELATE WITH ONE-ANOTHER THAT GUIDE THE OCCUPANTS THROUGH THE DESIGNATED PATHWAYS. THE CLUTTERED ORDERING SYSTEM CREATES A LINEAR CIRCULATION.

SECTION - II

MORPHOLOGY DIAGRAM - UNSANCTIONED SPACE

SUBTRACTED THE CORNERS FROM THE TETRAHEDRON IN ORDER TO CREATE OPENINNINGS FOR LIGHT AND PATHWAY

SECTION - III

MORPHOLOGY DIAGRAM - SANCTIONED SPACE

CARVED THE BOTTOM PORTION OF THE SANCTIONED SPACE TO RESPOND TO THE SURROUNDING LANDSCAPE

III II

SECTION - IV

SITE PLAN

1/16” = 1’0”

60ft

Student Work CU Denver

Fall 2020 Studio II Students: Mohamad Zaina, Emanuil Sklianin, Long Vu

Project Description: This

is a second year studio at

CU Denver,

where the introduction to design process, concepts,

ordering systems, representation and narrative come together to formulate a midterm and final project.

The approach was systematic in nature, step by step that added each week and eventually built

the entirety of the projects for the midterm and final.

The midterm was subtractive in nature and confined to certain constraints originating from a study of an interior space that each student spent large amounts of time in during COVID. The Final was additive in nature and originated from a journey or experience where they ended to create a sanctuary or place of refuge and healing.

mohamad zaina

ARCH 3110.001 Stephen Renard FA.20 09.30.20

THE HOME OF THE LOST

Using a clustered ordering system, this educational museum is designed using biophilic elements pertaining to natural features to provide visual and spatial continuity with the surrounding it links. The two privileged zones, linked by a moment of threshold, allow for educational and experiential forms of communication. The forced procession of the path is linear to allow only for a change in elevation. This facility aims to remember and honor significant sectors of our society that have been forgotten.

iii

x z y

LEGEND

conceptual diagram

primary

circulation diagram

a b

secondary

zones and views diagram

site plan

section a

section i

section b

section ii

section iii 0

OME THEOF HOME THE LOST OF THE LOST

d zaina mohamad zaina

001 ARCH 3110.001 d Stephen Renard FA.20 09.30.20

view x view y

el void model

x z

view y

views

view z

stereotomic model stereotomic model

ADDitive and SANCTUARY Long Vu FA 2020 ARCH 3110 Prof. Stephen 12/02/2020

An alley with attractive portal that representing the whole design concept of the sanctuary, a combination of compression and expansion spaces serving for different purposes.

A C

SECTION A

SECTION B

SECTION C 0

90 FT

ADDitive and SANCTUARY

PERSONAL DOMAIN SANCTUARY

EMANUIL P. SKLIANIN ARCH - 3110 001 STEPHAN RENARD - FA20 DECEMBER 2ND, 2020 CONCEPT STATEMENT: MY DESIGN OF THE SANCTUARY TAKES INTO CONSIDERATION THE LOCAL COMMUNITY AND TRIES TO EVOKE A POSITIVE EMOTIONAL STATE. THE SANCTUARY CREATES SEGMENTS OF SPACES THAT ARE ISOLATED AND PRIVATE. THESE SPACES PROVIDE A REALM OF NATURAL LIGHT, A CONNECTION WITH NATURE OR A STATE OF SECLUSION FROM A TRIVIAL AGE.

INTERIOR PERSPECTIVE - B VIGNETTE

PLAN I

B PLAN II

ISOMETRIC EXPLODED PLAN

INTERIOR PERSPECTIVE - A VIGNETTE

1/8IN = 1FT

0 3FT

6FT

9FT

12FT

STORIES OF A STORY

In s p i re d by t h e m e t h o d s o f sto r y te l l i n g o f my gra n d p a re n t s , t h i s s p a c e i s d i v i d e d i n to t h re e m a i n z o n e s o f t h re s h o l d : atte n t i o n - g ra b b i n g e n t ra n c e, wi n d i n g s p a c e s , a n d c o n c l u d i n g g ra n d s p a c e. T h i s hy p o t h e t i c a l p u b l i c s p a c e i s b a s e d o n a p e rs o n a l d e fi n i t i o n o f a s a n c t u a r y – o n e t h at o ffe rs c o m fo r t , p r i va c y, a n d n o st a l g i a . T h e s p a c e i s m e a n t to t a ke t h e u s e r o n a j o u r n ey o f eve n t s fro m e i t h e r s i d e o f t h e a l l ey t h at i s p h e n o m e n a l l y t ra n s p a re n t t h ro u g h o u t by i t s re p e t i t i ve fo r m a n d e m b e d d e d j o i n e r y.

|||||| A R C H 3 1 1 0 . 0 0 1 | FA . 2 0 MOHAMAD ZAINA | STE PHE N RE NARD | 12.02.20

ARRAYED MODEL b e fo re s i te mod ifi cation zones/ threshold

PLAN C

PUNCTURE thicker masses with thinner voids imply laxity of a material that penetrates through a uniform medium threshold

sequence/ RABBET hierarchy shows reliance of thin panels on a solid form

PLAN B sequence

ARRAYED MODEL after si te mod i ficati on

DADO displays dependability of denser and thicker panels on a thin panel PLAN A circulation

hierarchy

PLAN ILLUSTRATIONS

DADO

insertion of denser and thicker extrusions through thin layered panels portrays connection dependability to bridge

LAYERING

30 Ft

stacked and repeated layers allow for more surfaces to be viewed at given viewpoints The pl an i sometric por trays the ver ticality of the building and how the spac e gradually whilst making ‘light’ be c omes more open as a user rises in elevation. The plan drawings fur ther help establish a the space feel zones/ threshold cl earer sense of the spac e and its scale. PLAN C

VIGNETTE A Introduction: the grand and ele gant entranc e/exit on either s ide of the alley is meant to grab the attention of pas s ers by .

order/grid

ARRAYED MODEL a f ter s i te mod i fi c at i on

||||||

A R C H 3 1 1 0 . 0 0 1 | FA . 2 0 MOHAMAD ZAIN A | STEPHEN REN ARD | 12.02.20

INDIVIDUAL MODULE

ARRAYED MODEL

basswood mode l

i sometric drawing

||||||

sequence/

A R C H 3 1 1 0 . 0 0 1 | hierarchy FA . 2 0

ARRAYED MODEL a f ter s ite m o d i fic ati o n

M OHAM AD ZAIN A | STE P HE N R E N AR D | 1 2.02.20

PLAN B

PLAN C

connection to bridge

zones/ threshold

ARRAYED MODEL af te r s i te m o d i fic at i o n

zones/ threshold

PLAN C

PLAN A circulation

SECTION I

PLANsequence/ ILLUSTRATIONS hierarchy sequence/ hierarchy

PLAN B

SECTION II

VIGNETTE B

30 Ft

The plan isometric por trays the ver ticality of the building and how the spac e gradually be c omes more open as a user rises in elevation. The plan drawings fur ther help establish a clearer sense of the spac e and its scale. PLAN C

Body: the depiction and relation of solids, voids, and visual porosity is demonstrate d in this illustration to better explain the c onne ction and relationships of the forms to one another.

zones/ threshold

MOH AMAD ZAIN A | STEPH EN REN ARD | 12. 02. 20

PLAN B

connection to bridge

connection to bridge sequence/ hierarchy

PLAN B

PLAN A

circulation

PLAN PLANILLUSTRATIONS ILLUSTRATIONS

6 18

12 24

30 Ft 18

30 Ft

Th e plan isom etric por trays t h e ver t icalit y of t h e b u i l d i n g a n d h o w t h e s p a c e g ra d u a l l y T h e p la n iso metric p or t rays t he ve r t i c al i t y of t h e b u i l d i n g a n d h o w t h e sp a c e g ra d u a l l y be c omes m ore open as a u ser r ises in elevat ion . Th e p la n d ra w i n g s fu r t h e r h e l p e st a b l i s h a be c omes moofrethe o pen r i s e s i n e l evat i on . Th e p l a n d ra w i n g s fu r t h er h el p est a b l i sh a clearer sense spacas e ana d us it se rscale.

c learer sense o f the s pac e and i t s s c al e.

||||||

A R C H 3 1 1 0 . 0 0 1 | FA . 2 0

SECTION III

circulation

SECTION ILLUSTRATIONS VIGNETTE C

SECTION IV 18

connection Ft to 30bridge

T h e i s o m e tr i c i l l u strati o n c l e a r l y d e p i c ts th e th re e l aye rs o f th e s p a c e at C o n c l u s i o n : o f th e th re e zo n e s , th e h i g h e st s p a c e s e r ve s a s th e c o n c l u s i o n to m o m e n ts o f ex p a n s i o n a n d c o n tra c ti o n s . T h e s e c ti o n d ra wi n gs h e l p c l a r i f y th e ||||| u c otun ere.a n oI tthiesr. m e a n t to s h o w i ts p r i v i l e g e d c h a ra c te r th ro u g h i ts h i g h e r s p a c e s a n d th e i r re l atithoinss hstr i p to

e l evati o n a n d c o m p a rati ve vo l u m e.

A R C H 3 1 1 0 . 0 0 1 | FA . 2 0

M OH AM AD ZAI NA | ST EP H EN RENARD | 1 2 . 02 . 2 0

PLAN A

||||||

A R C H 3 1 1 0 . 0 0 1 | FA . 2 0

MO HA MA D Z A I N A | STE P HE N RENAR D | 12 .02 .2 0 circulation

Carbon Valley

Amsterdam, Netherlands

Fall 2016-Fall 2017 Professor: Henriette Bier, Nimish Biloria

Project Description:

This MSc3 project proposal is the design of a Multi Function Startup and Tech Exhibition Center. The startup scene in Amsterdam (locally) and The Netherlands (nationally) is very strong and has been successful over the past few years. The strategic location allows for new startups to flourish, as well as support from the Dutch government has allowed startups to be more successful. Since more startups are likely to occur, they will need spaces to house their new startup companies. There

are multiple exhibition centers around

Amsterdam,

but they are relatively small and spread out

from the city center.

The main one is the RAI which is approximately 25 minutes (7km) from Amsterdam Centraal by either Public transport or direct driving. This is not exactly the best location to experience the city while at a conference. Amsterdam is a leading city for startups in Europe and worldwide. It has been named Europe’s West Coast Startup Capital and there are even some who say it is a good alternative to Silicon Valley. The reasons are numerous, of which a main driving factor is the government has multiple resources to help in the success of startups. This

presents the unique opportunity to propose an exhibition center specific to the tech industry

that would incorporate temporary/ semi permanent exhibition spaces and facilities to house startups

Marineterrein in Amsterdam. This could be a place for collaboration between mainstream tech companies, such as Microsoft, Apple, Google, Samsung, etc to house semi permanent exhibition spaces in one place. The startups could then collaborate with the companies and work together to enhance the tech industry. in the

Step One

Step Two

Step Three

prograM requireMents N

N 5 10 25

5 10 25

MEETING 2

Listening

OFFICE 3

Meeting startup

Working research presenting

exhibition

eating

SPACES

CONNECTIONS

SPACES

CONNECTIONS

0 EXHIBITION 1 1 LECTURE HALL 1 2 CREATIVE SPACE 3 OFFICE SPACE 1 4 OFFICE SPACE 2 5 OFFICE SPACE 3 6 OFFICE SPACE 4 7 OFFICE SPACE 5 8 OFFICE SPACE 6 9 OFFICE SPACE 7 10 OFFICE SPACE 8 11 OFFICE SPACE 9 12 OFFICE SPACE 10 13 LAB SPACE 14 CAFÉ 15 KITCHEN

2000 600 200 100 100 100 100 100 100 100 100 100 100 300 200 100

1;2;13;14;16;20;27;30 0 0;13 16;21 16;21 17;22 17;22 18;23 18;23 19;24 19;24 20;25 20;25 0;2 0;15;28 14

16 CASUAL SPACE 1 17 CASUAL SPACE 2 18 CASUAL SPACE 3 19 CASUAL SPACE 4 20 CASUAL SPACE 5 21 MEETING 1 22 MEETING 2 23 MEETING 3 24 MEETING 4 25 MEETING 5 26 SERVER ROOM 27 Toilets 1 28 Toilets 2 29 Toilets 3 30 Atrium

75 75 75 75 75 50 50 50 50 50 100 50 50 50 400

0;3;4 30;5;6 30;7;8 30;9;10 0;11;12 3;4 5;6 7;8 9;10 11;12 30 0 14 30 0;17;18;19;26

Total

5675 SM

TOILETS 2

CASUAL SPACE 2 CAFE

TOILETS 3

KITCHEN

OFFICE 5 CASUAL SPACE 3

TOILETS 1

EXHIBITION 1

ATRIUM

MEETING 3

OFFICE 1 CASUAL SPACE 1

OFFICE 6

SERVER ROOM

MEETING 1

CASUAL SPACE 4 OFFICE 2

sitting

PUBLIC SPACES

CASUAL SPACE 5 OFFICE 9

SEMI-PUBLIC SPACES

creating

PRIVATE SPACES

Step One

OFFICE 4

LECTURE HALL 1

OFFICE 10 MEETING 5

LAB SPACE

CREATIVE SPACE

OFFICE 8 OFFICE 7 MEETING 4

Step Three

Step Two

SERVER ROOM CREATIVE SPACE LAB SPACE EXHIBITION MEETING OFFICE CASUAL SPACE TOILETS ATRIUM PUBLIC SPACES

CAFE

PUBLIC PATHWAYS

SEMI-PUBLIC SPACES

KITCHEN

SEMI-PUBLIC PATHWAYS

PRIVATE SPACES

LECTURE HALL N

PUBLIC PATHWAYS SEMI-PUBLIC PATHWAYS

PUBLIC SPACES SEMI-PUBLIC SPACES PRIVATE SPACES

Step Four

Step Five

PUBLIC SPACES

SEMI-PUBLIC SPACES

PRIVATE SPACES

Step Six

Section AA

Section BB

Plan One

AUDITORIUM B

CAFE STARTUP SPACES TOILETS WORKSHOP EXPO/ COMMON SPACES

Plan With People FLows

AUDITORIUM CAFE

PEOPLE FLOW PUBLIC SPACES

STARTUP SPACES

SEMI-PUBLIC SPACES

WORKSHOP

PRIVATE SPACES

EXPO/ COMMON SPACES

TOILETS

Step One

Step Three

Step Two

The

structure of the building is derived from

lines

that

flow

relatively

form of the building.

parallel

Scripts

along

the

were written that

mimicked different ways nature formed structure, specifically how lines pull and push to create the strength necessary.

Where

needed, it is created.

first layer had one way

The

the structure is

the lines pulled and the second layer has a second way the lines pulled together.

The second layer is offset between 20 and 30 CM depending on how high the structure is. The third layer utilized a connecting script to start to interweave the first two.

50 CM

This

layer is offset between

from the first layer.

Each

and

layer was then

interconnected to the others and structure was formed around the lines.

Glass

is placed in between the exterior layer of

tubes in order to create a double skin affect.

The

multiple tubes allow for natural light to enter the building and create shadow affects that paint the interior with light and shadows.

Step Four

Step Five

Step Six

Step One

Step Two

Step Three

Step Four

Step Five

1CM CURVED GLASS WATER TIGHT BARRIER ALUMINUM FASTENER RUBBER BLOCK STAINLESS STEEL BOLT EPS FOAM EPOXY RESIN 3 MM CARBON FIBER COMPOSITE SILICON/RUBBER CUSHION EMBEDDED WOOD CONNECTOR STAINLESS STEEL BOLTS 3 MM CARBON FIBER COMPOSITE EPOXY RESIN EPS FOAM

CM 5

3 MM CARBON FIBER COMPOSITE EPS FOAM EPOXY RESIN EMBEDDED STAINLESS STEEL TUBE WELDED STAINLESS STEEL PLATE POURED CONCRETE FOOTING STEEL PLATE ANCHOR CURVED TEMPERED GLASS SILICONE JOINT RUBBER BLOCK ALUMINUM FASTENER WATER TIGHT BARRIER

CM 5

Step Six

Animation

Pathways

Exhibition Space

Cafe

Erosive Formation Austin, Texas

Fall 2013 Professor: Mark Odom Partner: Zach Hoffmann

Project Description: The

natatorium takes on water’s way of changing from a body that is shaped by its container, to a

body that begins to form its own environment. form and circulation.

Our

Through

turbulent erosion, it begins to establish

natatorium is meant to have a regional relation to

icon that develops a relation between the

East

and

Western 6th Street

Austin,

becoming an

and providing a reason to

transition between the two areas.

The

natatorium is oriented to allow minimal sunlight during

Austin’s

hot summers, while allowing

light to pass through in the winter.

Minimal glazing is placed in the western façade while only heavily The east and northern facades have the most glazing to receive the natatorium. These openings are formulated through slits and

shaded glazing is placed in the south. adequate lighting throughout lightwells on the roof.

The

natatorium utilizes a multitude of sustainable technologies which allow it to function more

efficiently.

The primary method is through involutions, which are repeated throughout the natatorium and apartments. The involutions first act as a water storage device by collecting rain water into a cistern. The water is then channeled through grooves on the roof. The involutions also allow light to enter the bottom, darker floors through the use of diffusion.

Step One

Step Two

Step Three

Step Four

Step Five

Step Six

Section AA

Section BB

A A

Site Plan

LEGEND 1 LOBBY 2 BAR/RESTAURANT 3 OFFICE SPACE 4 UNDER-POOL TUNNEL 5 BATHROOM 6 KITCHEN 7 HVAC 8 CHILLER/BOILER 9 STORAGE 10 APARTMENTS

1 1

LEGEND 1 LAP POOL 2 DIVING POOL 3 BLEACHERS 4 LOCKER ROOM 5 BALCONY

6 5

1 2

Plan 0

Plan 1

Plan 2

South Elevation

North Elevation

East Elevation VERTICAL BRACING

CONNECTION DETAIL - TUBES

STEEL TUBING - 1.5’ BOLTED CONNECTIONS COPPER CLADDING STEEL TUBING - 1’ VAPOR BARRIER STEEL TUBE - .5’ INSULATION INTERIOR CLADDING

INSULATION VAPOR BARRIER DRYWALL

SOCKET

STEEL TUBE - .5’

SOCKET LOCATION

PLASTER FINISH

COPPER CLADDING

STEEL TUBE 1.5’ SILL PLATE

PLASTER FINISH

CONCRETE SLAB

COPPER CLADDING

VAPOR BARRIER

STEEL TUBE - 1’ BOLTED CONNECTION CONCRETE

INSULATION

GLASS BRACE

CONCRETE FOUNDATION WALL

TILING

CONCRETE FOOTING

ROOF/WALL/FLOOR DETAIL CONNECTION DETAIL - STEEL TO CONCRETE

STEEL TUBES

FOUNDATION/WALL/FLOOR DETAIL

West Elevation

Reflective

copper skin covers a large portion of

the ceiling, which reflects part of the light cast on the natatorium.

To avoid being too reflective,

the copper skin is treated through sanding and heavily insulated to avoid overheating.

The

interior has a cave like affect, which carries

the idea of erosion throughout the entirety of the project.

This

provokes the imagination and

desire to explore within.