Architecture & Design Portfolio | Michael Mastriano by M Mastriano

michael mastriano portfolio.

aia | ncarb

design

table of contents | selected projects

professional. 04 | peconic bay medical center emergency department core & shell design 10 | lehigh university college of engineering new engineering building addition & renovations 18 | eVolo magazine innovation in tall buildings international competition 20 | seattle university college of science & engineering new science building 22 | new york university school of engineering wet lab & office renovations 26 | university of pittsburgh school of nursing simulation lab & office renovations 28 | case western reserve university new dormitory building feasibility study

miscellaneous. 30 | structural explorations 32 | mixed media drawing studies

peconic bay medical center | riverhead, ny new emergency department addition & renovations

CONTINUOUS PATTERN

1" REVEAL JOINT TYP. HORZ & VERT. 14'-11" TYP. PANEL & SPLINE LENGTH

14'-11" TYP. PANEL & SPLINE LENGTH CONTINUOUS PATTERN

TYP. VERTICAL MODULE

4' - 11"

2 BRICKS

6 BRICKS

2 BRICKS

5 COURSES

REPEAT REPEAT

SHADED AREAS INDICATE ALUMINUM COMPOSITE METAL ACCENT PANEL, MP-2

6 BRICKS

2 BRICK

2 BRICKS

OFFSET

2 BRICK

OFFSET

2 BRICKS

2 BRICK OFFSET

4'-2 5/8" OFFSET ALUMINUM COMPOSITE METAL PANEL, MP-1

CONTINUOUS PATTERN 2 BRICKS

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

3'-3 3/8" OFFSET 7'-6" OFFSET

3-Story Scheme Iterations

BETWEEN PROJECTIONS TYP.

CONTINUOUS PATTERN

2-Story Scheme Iterations

PRE-FINISHED MTL COPING SLOPED ALUMINUM COMPOSITE PANELS @ EDGE OF WINDOW, (3) SIDES

TYPICAL XW2 PANEL JOINTING DIAGRAM 1/4" = 1'-0"

ALUMINUM COMPOSITE PANEL SYSTEM

1/2" = 1'-0"

SLOPED ALUMINUM COMPOSITE PANELS @ EDGE OF WINDOW, (3) SIDES

07.10

2' - 7 1/2"

07.10

T.O ROOF/ELEVATOR BULKHEAD 78' - 0"

ACM WINDOW SURROUNDS, REFER TO EXTERIOR DETAILS

5' - 1"

07.09

SHADOWBOX PANEL ALUMINUM SSG CURTAIN WALL SYSTEM, AS SCHEDULED

TYPICAL B-1 PATTERN DIAGRAM

BOLD LINES INDICATE PROJECTED BRICKS, REFER TO EXTERIOR DETAILS NOTE: REFER TO EXTERIOR ELEVATIONS FOR EXPANSION JOINTS (CJ) DIMS

07.09

ALUMINUM SSG CURTAIN WALL SYSTEM, AS SCHEDULED

LOUVER WRAPS CORNER, ALIGN W/SOUTH ELEVATION

ALIGN

PROJECTED BRICKS SHOWN THUS, REFER TO EXTERIOR DETAILS

07.02

ALUMINUM COMPOSITE PANEL CLAD COLUMN ENCLOSURE

A05 - ELEVATOR M.R 66' - 0"

07.01 TYP. REFER TO DETAIL 9/A-203.00 FOR PANEL SIZES

07.02

14'-11" TYP. PANEL & SPLINE LENGTH

07.02

07.04

07.02

. PANEL SIZES

79' - 11 3/8"

49' - 6"

3' - 3 1/2"

07.03

PROJECTED BRICKS SHOWN THUS, REFER TO EXTERIOR DETAILS ALIGN, TYP. SHADOWBOX PANEL(S) AT FIRST FLOOR ELECTRICAL ROOMS

04.02

TYP, SEE DETAIL 8

07.04 ACM WINDOW TYP. ALL SURROUND, REFER RIBBON TO EXTERIOR DETALS WINDOWS 07.06

SEE CURTAIN WALL (CW) TYPES ALIGN

08.01

EXTERIOR WALLS

CONTINUOUS GRANITE BASE

07.04

TYP, SEE DETAIL 8

A02 - LEVEL 2 13' - 0"

XW1 - BRICK TYPE 1

ALIGN, TYP.

04.03

- FACE BRICK ON BRICK ANCHORS - AIRSPACE - 3" TYPE 1 INSULATION (R-12.90) - FLUID-APPLIED MEMBRANE AIR BARRIER - EXTERIOR SHEATHING - 6" CFMF w/ BLANKET INSULATION (R-19) - CONTINUOUS VAPOR BARRIER - FINISH AS SCHEDULED IN FIT-OUT DWGS.

04.02

MITRE WINDOW SURROUND @ CORNERS, TYP.

07.02

GLASS CORNER, SEE EXT. DETAILS ALIGN

TYPICAL RECESSED WALL ASSEMBLY DIAGRAM

5' - 4 1/4"

7' - 2 7/8"

ALIGN, TYP.

07.02

07.10

CJ A01 - LEVEL 1 0' - 0"

ALIGN

07.06

ALIGN

TYP, SEE DETAIL 8

ALIGN

TYPICAL CORNER WALL ASSEMBLY DIAGRAM

04.03

INTEGRATE W/ PROJECTED BRICKS, TYP.

TYP. ALIGN

07.05

07.10

04.03

07.10

04.03

ALIGN 04.04

04.04 07.02

07.06

ALUMINUM ALIGN COMPOSITE PANEL CLAD COLUMN ENCLOSURE 04.02

08.01

GLASS CORNER: SSG CURTAIN WALL 90 DEGREE CORNER MULLION, TYP.

07.02

4' - 2 1/4"

ALIGN ALUMINUM SSG CURTAIN WALL SYSTEM, AS ALIGN, SCHEDULED TYP.

08.01

SEE CURTAIN WALL (CW) TYPES

ALIGN

ACM WINDOW SURROUNDS, REFER TO EXTERIOR DETAILS

PROJECTED BRICKS 07.04 SHOWN THUS, REFER TYP. TO ALLEXTERIOR DETAILS RIBBON WINDOWS

ACM ACCENT PANEL 07.03

TYP. 07.01 REFER TO DETAIL 9/A-203.00 FOR PANEL SIZES

SEE CW TYPES

07.06

04.04

07.03

ALIGN

08.01

07.04

A04.5 - T.O HELISTOP 49' - 6"

79' - 11 3/8"

07.01 TYP. REFER TO DETAIL 9/A-203.00 FOR PANEL SIZES

04.03

GLASS CORNER: SSG CURTAIN WALL 90 DEGREE CORNER MULLION, TYP.

07.02

ALUMINUM ALIGN COMPOSITE PANEL SYSTEM

07.02

INTEGRATE W/ 07.02 PROJECTED BRICKS, TYP.

A05 - STAIR 01 ROOF 53' - 6" 04.03

08.01

REFER TO CURTAIN WALL (CW) TYPES FOR ADDITIONAL INFORMATION

ALUMINUM SSG CURTAIN WALL SYSTEM, AS SCHEDULED

LOUVER WRAPS CORNER, ALIGN W/SOUTH ELEVATION

ALIGN

07.10

SHADOWBOX PANEL ALIGN

2' - 7 1/2"

5' - 3 1/2"

GLASS CORNER, SEE EXT. DETAILS

07.02

08.01

ALIGN

07.02

ALIGN 07.02

04.03

ALIGN, TYP. SHADOWBOX PANEL

ALIGN ALL HORIZONTAL ACM PANEL JOINTS ON ALL ELEVATIONS CONTINUOUS AROUND THE BUILDING, TYP.

CJ ALIGN,

2' - 1 1/2"

ALIGN

24' - 8 1/8"

ALIGN TYP.

07.04

10' - 7 1/8"

3' - 3 1/2"

A05 - ELEVATOR M.R 66' - 0"

ALIGN

07.10

07.02

2' - 4 1/8"

07.09

07.06

07.10

PRE-FINISHED MTL COPING SLOPED ALUMINUM COMPOSITE PANELS 07.02 @ EDGE OF WINDOW, (3) SIDES

SLOPED ALUMINUM PANELS SEE CW COMPOSITE TYPES @ EDGE OF WINDOW, (3) SIDES

A03 - LEVEL 3 27' - 0"

07.02

ALIGN, TYP.

4' - 2 1/4"

SEE CW TYPES

ALIGN

04.02

07.02

TYPICAL PRE-FINISHED MTL COPING

TYP.

08.01

26' - 9"

07.02

4' - 6 5/8"

TYP. 07.01 REFER TO DETAIL 9/A-203.00 FOR PANEL SIZES

4' - 6 3/4"

ALIGN

NOTE: REFER TO EXTERIOR ELEVATIONS FOR EXPANSION JOINTS (CJ) DIMS

07.10

5' - 1"

2' - 7 1/2"

04.02 TYP. SEE DTL 8

A04 - ROOF 42' - 6" BOLD LINES INDICATE PROJECTED BRICKS, REFER TO EXTERIOR DETAILS Concept Sketch

1/2" = 1'-0"

T.O ROOF/ELEVATOR BULKHEAD 78' - 0"

5' - 1"

07.09

07.10

ALIGN

07.02 TYPICAL B-1 PATTERN DIAGRAM

07.02

The scope of this project consists of a 3-story addition which includes a cardiology catheterization program, as well as the relocation, upgrade and expansion of the existing Intensive Care Unit to include Coronary Care capability. In addition, an existing ground level helipad will be relocated to the roof of the addition, allowing better helicopter access to the emergency department, eliminating the current condition of having to traverse car and ambulance roadway to enter the emergency department. ALIGN

07.02

Site Analysis & Early Design

07.02

A04.5 - T.O HELISTOP 49' - 6"

38' - 3 1/8"

Planning Concept |

07.10

2 BRICK OFFSET

11' - 8"

ALIGN

2 BRICKS

27' - 9 3/4"

ALIGN

04.03

2 BRICK OFFSET

TYPICAL RECESSED WALL ASSEMBLY DIAGRAM

4' - 6 5/8"

4' - 11"

07.02

07.10

2 BRICK

OFFSET

07.02

2 BRICKS

15' - 2 1/2"

07.02

2 BRICKS

6 BRICKS

A05 - STAIR 01 ROOF 53' - 6"

07.11

2 BRICK

OFFSET

4'-2 5/8" OFFSET

REPEAT

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

3'-3 3/8" OFFSET

7'-6" OFFSET

SEE DETAIL XXX FOR TYP. PANEL SIZES

TYP. VERTICAL MODULE

REPEAT

is strategically situated at the intersection of the North and South forks of eastern Long Island, serving a large catchment area from the hub of this region.

CONTINUOUS PATTERN

07.02

2 BRICKS

4' - 6 5/8"

6 BRICKS

4' - 6 3/4"

2 BRICKS

5 COURSES

CONTINUOUS PATTERN

BETWEEN PROJECTIONS TYP.

Project Background | Peconic Bay Medical Center

26' - 9"

24' - 8 1/8"

CONTINUOUS PATTERN

1" REVEAL JOINT TYP. HORZ & VERT. 14'-11" TYP. PANEL & SPLINE LENGTH

5' - 3 1/8"

5' - 4 5/8"

07.02

11' - 8"

TYP. 07.01 REFER TO DETAIL 9/A-203.00 FOR PANEL SIZES

ALIGN

07.10 A04.5 - T.O HELISTOP 49' - 6"

XW2 - DRY SEAL ALUMINUM COM MATERIAL (ACM) PANEL SYSTEM

- ALUMINUM COMPOSITE PANEL - SUBGIRT SYSTEM - AIR08.01 SPACE 04.01 - 3" MINERAL WOOL FIBRE BOARD INSULATIO TYP. w/ THERMALLY BROKEN FIBERGLA - FLUID-APPLIED MEMBRANE AIR BARRIER - EXTERIOR SHEATHING - 6" CFMF w/ BLANKET INSULATION (R-19) - CONTINUOUS VAPOR BARRIER - FINISH AS SCHEDULED IN FITOUT DWGS. (NOTE: WHERE INDICATED ON DWGS 04.04 CONSTRUCT XW2 - 2HR04.04 RATED PER UL#)

F1 - FOUNDATION WALL - PROTECTION/COVER BOARD

peconic bay medical center | riverhead, ny new emergency department addition & renovations

A-301.00

Expression of Openings 2' - 0"

2' - 4 1/2"

SIM

1' - 0 1/2" E.O.S

A04 - ROOF 42' - 6"

6' - 7"

SLOPING ALUMINUM COMPOSITE PANEL SYSTEM, TYP.

3' - 2"

SHADOWBOX PANEL SHOWN THUS, REFER TO WINDOW TYPES FOR ADDITIONAL INFORMATION

3' - 1"

Horizontality & Relief Patterning

10' - 7 1/8"

1 A-317.00

1' - 6 1/2"

4' - 6"

2' - 1 1/2"

10"

8 A-315.00

ALUMINUM SSG CURTAIN WALL SYSTEM

8' - 6"

ALUMINUM COMPOSITE PANEL SYSTEM, TYP.

8' - 6"

LINE OF ANGLED WALL BEYOND, REFER TO FLOOR PLANS & PLAN DETAILS

11 1/2" E.O.S

PERIMETER FIRESTOPPING, TYP.

A03 - LEVEL 3 27' - 0"

49' - 6"

5' - 0 1/2"

3' - 3 1/2"

SLOPING ALUMINUM COMPOSITE PANEL SYSTEM, TYP.

47' - 6 1/2"

STL KICKER TO BRACE RIBBON WINDOW HEAD TYP, REFER TO STRUCTURAL DWGS

2' - 5 1/4"

CEILING PER REFLECTED CEILING PLANS VERTICAL EXPANSION JOINTS IN FACE BRICK SHOWN THUS 4 A-316.00

4' - 6 5/8"

ALUMINUM SSG CURTAINWALL SYSTEM, TYP.

3 A-316.00

2 A-316.00

11 1/2" E.O.S

A02 - LEVEL 2 13' - 0"

5' - 3 1/8"

4' - 9 7/8"

BRICK COURSE PROJECTION(S) SHOWN THUS, REFER TO DATUM MAP AND EXTERIOR DETAILS FOR ADDITIONAL INFORMATION

BRICK SOFFIT ON PREFABRICATED CONCEALED LINTEL SUPPORT, REFER TO DETAILS

4' - 6 5/8"

EXTERIOR METAL PANEL CEILING SYSTEM, FINSH TO MATCH EXTERIOR WALL SYSTEM XW2

BUILDING OVERHANG AREA, REFER TO FLOOR PLANS

10' - 4 5/8"

OPEN TO BEYOND, REFER TO EXTERIOR ELEVATIONS

ALUMINUM COMPOSITE METAL COLUMN COVER, FINISH TO MATCH EXTERIOR WALL SYSTEM XW2

OPEN TO BEYOND, REFER TO EXTERIOR ELEVATIONS

5' - 4 3/4"

Design phase, the Client revised the scope of the project from a 2-story addition to a 3-story addition within the same footprint. The preliminary massing of the 3-story option appeared masculine and severe in proportion. As a response, the design team developed the core concept of continuous horizontality to create the illusion of a long & slender building in the open landscape. To express the concept, the masonry veneer wall was designed using a Norman style brick, and aluminum composite metal panels of a similar (but scaled up) proportion. The jointing of the metal panels is carefully coordinated with the masonry coursing to demarcate the locations of openings in the facade. The openings, which frame views out to the landscape, are articulated as horizontal deep punches within the masonry veneer field. The punches are captured in metal panel “brows” coordinated with the interior planning module. A circulation tower bookends the addition, and rises to the Roof Level to provide access from the new Helipad directly to the Ground Level Emergency Department. Furthermore, the Helipad is situated directly above the ambulance drop-off area to create a zone of dynamic activity.

Exterior Materials Palette

STONE PAVERS @ BUILDING OVERHANG, REFER TO ARCHITECTURAL SITE PLAN A01 - LEVEL 1 0' - 0" NEW FOUNDATION PIER & FOOTING, REFER TO STRUCTURAL DWGS

6/28/2017 5:26:17 PM

Exterior Wall Concept | Early in the Schematic

4' - 2 1/4"

4 A-318.00

ENLARGED BUILDING ELEVATION - AMBULANCE DROP-OFF 1/2" = 1'-0"

WALL SECTION - AMBULANCE DROP-OFF 1/2" = 1'-0"

ENLARGED B

3 4

peconic bay medical center | riverhead, ny new emergency department addition & renovations

Exterior Openings Coordinated With Interior Planning Module

A-301.00

4' - 4 1/2"

2' - 10"

MIN. 1/4" PER FOOT SLOPE

1/2" PLYWOOD COVERBOARD CONTINUOUS GALVANIZED MTL CLEAT CONTINUOUS CONTINUOUS SEALANT GALVANIZED MTL CLEAT

2' - 0"

MORTAR NET MASTIC SEALANT 10"

TRANSITION MEMBRANE, LAP OVER A/V BARRIER, TYP. TRANSITION MEMBRANE, CONTINUOUS BARRIER, LAP OVER A/V A/V BARRIER, TYP. EXTEND BARRIER TO TOP OF BOX BEAM A/V BARRIER, CONTINUOUS EXTEND BARRIER TO TOP OF COLD-FORMED METAL BOX BEAM FRAME BOX BEAM COLD-FORMED METAL FRAME BOX BEAM

1 A-317.00

RUN BARRIER AROUND WEEPA/V VENT STL SHELF ANGLE, TYP. RUN A/V BARRIER AROUND CONTINUOUS BACKER STL SHELF ANGLE, TYP.ROD & SEALANT CONTINUOUS BACKER ROD & SEALANT

BRICK TIE, TYP.

225 Varick Street, 2nd Floor NewVarick York, NY 10014 225 Street, 2nd Floor T 917York, 981 6158 whrarchitects.com New NY 10014 T 917 981 6158 whrarchitects.com

STRIP CONTINUOUS CANT STRIP

1' - 0 1/2" E.O.S

MIN. 1/8" PER FOOT SLOPE MIN. 1/8" PER FOOT SLOPE

E.O.S

6' - 7"

A04 - ROOF 42' - 6"

REVISIONS REVISIONS DATE DESCRIPTION

NO. NO. 1 2 1 2

DATE FINALDESCRIPTION 08/19/2016 100% DD SUBMISSION 09/27/2016 ISSUED FOR PERMIT 08/19/2016 FINAL 100% DD SUBMISSION 09/27/2016 ISSUED FOR PERMIT 2 A-317.00

COUNTER-FLASHING BASE TIE-IN, REFER TO ROOFING DETAILS BASE TIE-IN, REFER TO ROOFING DETAILS

MORTAR NET

ALUMINUM SSG STL HEADER, REFER TO CURTAIN WALL SYSTEM

ALUMINUM COMPOSITE PANEL SYSTEM, TYP.LAP FLASHING OVER ,

XW2 - DRY SEAL ALUMINUM COMPOSITE MATERIAL (ACM) PANEL SYSTEM

XW2 BUILT-UP COLD-FORMED METAL FRAMING BUILT-UP COLD-FORMED METAL FRAMING STRUCTURAL DWGS. STL HEADER, REFER TO STRUCTURAL DWGS.

CONTINUOUS CANT STRIP

RUN BARRIER AROUND WEEPA/V VENT STL SHELF ANGLE, TYP. STL SHELF WEEP VENTANGLE, REFER TO STRUCTURAL DWGS. STL SHELF ANGLE, REFER TO STRUCTURAL DWGS. ELASTIC JOINT SEALANT

CONTINUOUS CANT STRIP

A/V BARRIER, TYP. LAP FLASHING OVER ,

8' - 6"

THROUGH-WALL SHEET METAL FLASHING THROUGH-WALL RUN A/V BARRIERSHEET AROUND METAL FLASHING STL SHELF ANGLE, TYP.

A/V BARRIER, TYP. LINE OF ANGLED WALL BEYOND, REFER TO FLOOR PLANS & PLAN DETAILS

WEEP & BAFFLE WEEP & BAFFLE 22 GA SHEET METAL FLASHING PREFINISHED TO MATCH ADJACENT ALUM PANEL 22 GA COMPOSITE SHEET METAL FLASHING PREFINISHED TO MATCH ADJACENT SHIM FLASHING IN GLAZING ALUM COMPOSITE PANEL POCKET

A04 - ROOF ELASTIC JOINT SEALANT 44' - 6" A04 - ROOF 44' - 6"

SHIM AND SEAL IN GLAZING POCKET SHIM FLASHING

STL POUR STOP/BENT PLATE, REFER TO STRUCTURAL DWGS. STL POUR STOP/BENT PLATE, REFER TO STRUCTURAL DWGS. COLD-FORMED METAL FRAMING ANCHOR CLIPS COLD-FORMED METAL FRAMING ANCHOR CLIPS

PTD ALUM PANEL SHIM AND SEAL (SHADOW BOX) PTD ALUM PANEL (SHADOW BOX)

PERIMETER FIRESTOPPING, TYP.

11 1/2" E.O.S

SLOPING ALUMINUM COMPOSITE PANEL SYSTEM, TYP.

CW1

E.O.S

F1 - FOUNDATION WALL

A03 - LEVEL 3 27' - 0"

- PROTECTION/COVER BOARD - 2" TYPE 2 INSULATION - FOUNDATION DAMP-PROOFING - CONCRETE FOUNDATION WALL & BRICK LEDGE REFER TO STRUCTURAL DWGS.

49' - 6"

5' - 0 1/2"

3" = 1'-0"

Detailing | The key details of the exterior wall occur at the

3" = 1'-0"

5 5

20 GRID

STL KICKER TO BRACE RIBBON WINDOW HEAD TYP, REFER TO STRUCTURAL DWGS 4 A-318.00

XW1

20 GRID

XW1

2' - 5 1/4"

MASTIC SEALANT

interaction of brick veneer, metal panel “brows” and punched openings. Additional features that accentuate the concept include a projected brick relief pattern for texture. MASTIC SEALANT TRANSITION MEMBRANE, LAP OVER FLASHING, TYP. TRANSITION MEMBRANE, LAP OVER FLASHING, TYP. MORTAR NET

CW1

THROUGH-WALL SHEET METAL FLASHING

4 A-316.00

4' - 6 5/8"

"Z" CLIP, TURN ACM WINDOW SURROUND BACK ANDCLIP, FINISH INTO CLIP "Z" TURN ACM PROUD OFSURROUND A/V BARRIER WINDOW BACK AND FINISH INTO CLIP DRIP EDGE PROUD OF A/V BARRIER

ALUMINUM SSG CURTAINWALL SYSTEM, TYP.

MIN. 1/8" PER FOOT SLOPE

DRIP EDGE

3" = 1'-0"

CEILING PER REFLECTED CEILING PLANS

PROJECT NORTH PROJECT NORTH

PECONIC PECONIC BAY MEDICAL BAY MEDICAL CENTER CENTER EXPANSION EXPANSION

A02 - LEVEL 2 13' - 0"

5' - 3 1/8"

4' - 9 7/8"

3 A-316.00

PARAPET ASSEMBLIES

BRICK COURSE PROJECTION(S) SHOWN THUS, REFER TO DATUM MAP AND EXTERIOR DETAILS FOR ADDITIONAL INFORMATION

11 1/2" E.O.S

2 A-316.00

P1 - BRICK TYPE 1

11 1/2" E.O.S

A02 - LEVEL 2 13' - 0"

6 A-316.00

SHIM & SEAL

AIL - FLOOR EXPANSION JOIINT @ BRIDGE 3" = 1'-0" AIL - FLOOR EXPANSION JOIINT @ BRIDGE

TYP. SECTION DETAIL @ RIBBON WINDOW HEAD

7 TYP. SECTION DETAIL @ RIBBON WINDOW HEAD XW2 Dry Seal Composition 7 Aluminum Composite Panel Aluminum Composite Panels, Steel Subgirt System, Air Space 3” Mineral Wool Cavity Insulation (R-12.90) W/ Thermally Broken Fiberglass Anchors, Fluid-Applied Membrane Air Barrier, Exterior Sheathing, 6” Steel Studs, Batt Insulation in Studs (R-19), Continuous Vapor Barrier

REFER TO DETAILS 3" = SUPPORT, 1'-0"

EXTERIOR METAL PANEL CEILING SYSTEM, FINSH TO MATCH EXTERIOR WALL SYSTEMXW2 XW2

CW2 CW2

ALUM FLASHING TO BE EXTENDED INTO GLAZING POCKET OF CURTAINWALL FRAME, EXTEND TO DOWN OVER A/V INTO ALUM FLASHING BE EXTENDED BARRIER POCKET MIN. 6" TYP. GLAZING OF CURTAINWALL FRAME, EXTEND DOWN OVER A/V SHIM & SEAL BARRIER MIN. 6" TYP. 22 GA ALUM. FLASHING PRE-FINISHED TO SHIM & SEAL MATCH ADJACENT ALUM COMPOSITE OPEN TO BEYOND, REFER TO PANEL, SEALFLASHING WITH 2-SIDED VBH TAPE TO 22 GA ALUM. PRE-FINISHED EXTERIOR ELEVATIONS MATCH ADJACENT ALUM COMPOSITE LAP FLASHING OVER A/V BARRIER PANEL, SEAL WITH 2-SIDED VBH TAPE

10' - 4 5/8"

4' - 6 5/8"

4 A-316.00

4 4

BRICK SOFFIT ON PREFABRICATED CONCEALED LINTEL

3" = 1'-0"

XW2

BUILT-UP COLD-FORMED METAL FRAMINGFIRE SPRAY-APPLIED

- ALUMINUM COMPOSITE PANEL - SUBGIRT SYSTEM - AIR SPACE - 3" MINERAL WOOL FIBRE BOARD INSULATION (R-12.90) w/ THERMALLY BROKEN FIBERGLASS ANCHORS - FLUID-APPLIED MEMBRANE AIR BARRIER - EXTERIOR SHEATHING - 6" CFMF w/ BLANKET INSULATION (R-19) - CONTINUOUS VAPOR BARRIER - 2" ROOFING INSULATION - ROOFING COVERBOARD - ROOFING MEMBRANE

ALUMINUM SSG CURTAINWALL SYSTEM, TYP.

1300 Roanoke Avenue, Riverhead, NY 11901

ALUMINUM COMPOSITE METAL TYP. PROOFING, SPRAY-APPLIED COLUMN COVER, FINISH TO MATCHFIRE STL BEAM, REFER TO PROOFING, EXTERIOR WALL SYSTEM XW2 TYP. STRUCTURAL DWGS.

3 A-316.00

1300 Roanoke Avenue, Riverhead, NY 11901

STL BEAM, REFER TO STRUCTURAL DWGS.

LAP FLASHING OVER A/V BARRIER

MIN. 1/8" PER MIN. 1/8" PER

E FOOT SLOP E FOOT SLOP

CW1 Curtain Wall Composition 7 1/2” Sight Line SSG Aluminum Mullions, 1 1/8” Thick Insulated Glazing Units at Vision Glass, 1 1/8” Thick Insulated Glazing Units with Painted Metal Shadow Box Panel at Spandrel Units STL ANGLE WEEP VENT@ SILL, REFER TO STRUCTURAL DWGS. STL ANGLE @ SILL, REFER TO STRUCTURAL DWGS. BRICK TIES, TYP. BRICK TIES, TYP.

XW1

R1 - SBS MODIFIED BITUMEN

STONE PAVERS @ BUILDING OVERHANG, REFER TO ARCHITECTURAL SITE PLAN

CONTINUOUS GRANITE CLADDING AT BASE OF EXTERIOR WALLS TYP.

WEEP & BAFFLE CONTINUOUS BACKER ROD & SEALANT CONTINUOUS BACKER ROD & SEALANT

A01 - LEVEL 1 0' - 0"

EXTERIOR WALL SECTION DETAILS EXTERIOR WALL SECTION DETAILS

XW1

NEW FOUNDATION PIER & FOOTING, REFER TO STRUCTURAL DWGS

XW1

6/28/2017 5:26:17 PM

TYP. SECTION DETAIL @ RIBBON WINDOW SILL = 1'-0" TYP. SECTION DETAIL @ RIBBON WINDOW3" SILL 4

3" = 1'-0"

3 3

SECTION DETAIL - CURTAIN WALL SILL @ ACM "EYEBROW" 3" = 1'-0" SECTION DETAIL - CURTAIN WALL SILL @ ACM "EYEBROW"

3" = 1'-0"

1 1

PHASE: ISSUED FOR DATE: 2016-09-16 PHASE: ISSUED FOR DATE: 2016-09-16 PROJECT NO.

6015167.01 PROJECT NO.

PERMIT PERMIT

WASHED GRAVEL BED W/ METAL EDGER, TYP. BELOW GRADE INSULATION & WATERPROOFING NEW FOUNDATION DRAINAGE SYSTEM NEW FOUNDATION WALL & FOOTING, REFER TO STRUCTURAL DWGS.

A-311.00 A-311.00

1 A-315.00

1' - 0" E.O.S A01 - LEVEL 1 0' - 0"

ROOF INSULATION - POLYISOCYANURATE

60 MIL WATERPROOFING MEMBRANE UNDER NEW SLAB, TYP TYPE 1 INSULATION - MINERAL WOOL

WHR Architecture PC

TYPE 2 INSULATION EXTRUDED POLYSTYRENE

TYPE 3 INSULATION - BATT

ENLARGED BUILDING ELEVATION - AMBULANCE DROP-OFF 1/2" = 1'-0"

WALL SECTION - AMBULANCE DROP-OFF 1/2" = 1'-0"

ENLARGED BUILDING ELEVATION - WEST

1/2" = 1'-0"

1300 Roano

INSULATION TYPES

2" RIGID EXTRUDED POLYSTYRENE INSULATION UNDER NEW SLAB, TYP

NORTH PECON CENTER

- COLD-APPLIED ROOFING MEMBRANE - ROOFING COVERBOARD - RIGID ROOF INSULATION (4" MIN.) U.O.N - VAPOR BARRIER - UL #D902

WEEP & BAFFLE

XW1

ROOFING ASSEMBLIES

2' - 4 1/2" TYP.

5' - 4 3/4"

ALUM COMPOSITE PANEL (ACM) PROJECTED WINDOW SURROUND ALUM COMPOSITE PANEL (ACM) PROJECTED WINDOW SURROUND "Z" CLIP, TURN ACM WINDOW SURROUND BACK ANDCLIP, FINISH INTO CLIP "Z" TURN ACM PROUD OFSURROUND A/V BARRIER WINDOW BACK AND FINISH INTO CLIP PROUD OF A/V BARRIER DRIP EDGE CONTINUOUS BACKER ROD & SEALANT DRIP EDGE WEEP VENT CONTINUOUS BACKER ROD & SEALANT

PEC BAY CEN EXP

P2 - ALUMINUM COMPOSITE MATERIAL (ACM) PANEL

ALIGN CEILING WITH WINDOW HEAD, REFER TO CEILING DETAILS

NORTHWELL HEALTH PECONIC BAYHEALTH MEDICAL NORTHWELL CENTER BAY MEDICAL PECONIC CENTER

BUILDING OVERHANGBUILT-UP AREA, COLD-FORMED REFER TO FLOOR PLANS METAL FRAMING

OPEN TO BEYOND, REFER TO EXTERIOR ELEVATIONS

KEY PLAN

ALUMINUM SSG CURTAINWALL SYSTEM, TYP.

MIN. 1/8" PER FOOT SLOPE

LAP FLASHING OVER A/V BARRIER

22 GA ALUM. FLASHING TO LAP FLASHING OVER A/VPRE-FINISHED BARRIER MATCH ADJACENT ALUM COMPOSITE PANEL 22 GA FLASHING ALUM. FLASHING PRE-FINISHED TOGLAZING ALUM TO BE EXTENDED INTO MATCH ALUM COMPOSITE PANELDOWN POCKETADJACENT OF CURTAINWALL FRAME, EXTEND OVER FLASHING A/V BARRIER 6" TYP. INTO GLAZING ALUM TOMIN. BE EXTENDED POCKET OF CURTAINWALL FRAME, EXTEND DOWN SHIM &A/V SEAL OVER BARRIER MIN. 6" TYP.

4 A-316.00

KEY PLAN

MIN. 1/8" PER FOOT SLOPE

BRICK COURSE PROJECTION(S) SHOWN THUS, REFER TO DATUM MAP AND EXTERIOR DETAILS FOR ADDITIONAL INFORMATION

- ALUMINUM CURTAIN WALL MULLIONS SSG, REFER TO ELEVATIONS ON SHEETS A-350.00 AND A-351.00 - CURTAIN WALL PANELS 1-3/8" INSULATED VISION GLAZING UNITS AS INDICATED ON SHEETS A-350.00 AND A-351.00 OR 1-3/8" INSULATED VISION GLAZING UNITS WITH "SHADOW BOX" METAL PANEL BEHIND AS INDICATED ON SHEETS A-350.00 AND A-351.00

2 2

KEY PLAN

3 A-316.00

MIN. 1/8" PER FOOT SLOPE

XW1 Brick Veneer Composition 3” Mineral Wool Cavity Insulation (R-12.90), Fluid-Applied Membrane Air Barrier, Exterior Sheathing, 6” Steel Studs Batt Insulation in Studs (R-19), Continuous Vapor Barrier

CEILING PER REFLECTED CEILING PLANS

CW1

FIRESTOPPING/SMOKE SEAL SPRAY APPLIED OVER FORMING MATERIAL, OVERLAP MIN. 1/2" ONTO FIRESTOPPING/SMOKE SEAL SPRAY SURROUNDING SUBSTRATES APPLIED OVER FORMING MATERIAL, OVERLAP SHIM AND MIN. SEAL1/2" ONTO SURROUNDING SUBSTRATES SHIM FLASHING IN GLAZING POCKET SHIM AND SEAL BACKER ROD & SEALANT SHIM FLASHING IN GLAZING POCKET LAP FLASHING OVER A/V BARRIER BACKER ROD & SEALANT 22 GA SHEET METAL FLASHING PRE-FINISHED TO LAP FLASHING OVER A/V BARRIER MATCH ADJACENT ALUM COMPOSITE PANEL, SEAL WITH VBH TAPE 22 GA2-SIDED SHEET METAL FLASHING PRE-FINISHED TO MATCH ADJACENT ALUM COMPOSITE PANEL, SEAL ALUMINUM COMPOSITE PANEL WITH 2-SIDED VBH TAPE SILL TO MATCH FACADE, TYP. ALUMINUM COMPOSITE PANEL SILL TO MATCH FACADE, TYP.

VERTICAL EXPANSION JOINTS IN FACE BRICK SHOWN THUS

MORTAR NET

THROUGH-WALL RUN A/V BARRIERSHEET AROUND METAL FLASHING STL SHELF ANGLE, TYP. RUN BARRIER AROUND WEEPA/V VENT STL SHELF ANGLE, TYP. STL SHELF WEEP VENTANGLE, REFER TO STRUCTURAL DWGS. STL SHELF ANGLE, REFER TO STRUCTURAL DWGS.

CW1 - ALUMINUM CURTAIN WALL

SECTION DETAIL - CURTAIN WALL HEAD @ ACM "EYEBROW" 3" = 1'-0" SECTION DETAIL - CURTAIN WALL HEAD @ ACM "EYEBROW" 4' - 2 1/4"

SECTION DETAIL - TYPICAL PARAPET (P1) 3" = 1'-0" SECTION DETAIL - TYPICAL PARAPET (P1)

8 8

4' - 6 5/8"

47' - 6 1/2"

TAIL - ROOF EXPANSION JOINT @ BRIDGE 3" = 1'-0" TAIL - ROOF EXPANSION JOINT @ BRIDGE

11 1/2"

1 A-316.00

A03 - LEVEL 3 27' - 0"

CW1

- ALUMINUM COMPOSITE PANEL - SUBGIRT SYSTEM - AIR SPACE - 3" MINERAL WOOL FIBRE BOARD INSULATION (R-12.90) w/ THERMALLY BROKEN FIBERGLASS ANCHORS - FLUID-APPLIED MEMBRANE AIR BARRIER - EXTERIOR SHEATHING - 6" CFMF w/ BLANKET INSULATION (R-19) - CONTINUOUS VAPOR BARRIER - FINISH AS SCHEDULED IN FITOUT DWGS. (NOTE: WHERE INDICATED ON DWGS CONSTRUCT XW2 - 2HR RATED PER UL#)

ALUMINUM SSG CURTAIN WALL SYSTEM, TYP.

3' - 3 1/2"

8' - 6"

XW1 - BRICK TYPE 1

XW2

R1 R1

MASTIC SEALANT TRANSITION MEMBRANE, LAP OVER FLASHING, TYP. TRANSITION MEMBRANE, LAP OVER FLASHING, TYP. MORTAR NET

EXTERIOR WALLS

8 A-315.00

COUNTER-FLASHING

SIM

SHADOWBOX PANEL SHOWN THUS, REFER TO WINDOW TYPES FOR ADDITIONAL INFORMATION

3' - 2"

3' - 1"

SHADOWBOX PANEL SHOWN THUS, REFER TO WINDOW TYPES FOR ADDITIONAL INFORMATION

0 0 0 0 0 0

1' - 0 1/2"

PRE-DRILLED STL DOWEL PRE-DRILLED PROJECTED STL DOWEL BRICKS, REFER TO ELEVATIONS FOR LOCATION PROJECTED BRICKS, REFER TO ELEVATIONS FOR LOCATION

MASTIC SEALANT

1 2 3 4 5 6

ALUMINUM COMPOSITE PANEL SYSTEM, TYP.

A04 - ROOF 42' - 6"

SLOPING ALUMINUM COMPOSITE PANEL SYSTEM, TYP.

NO.

REFER TO ELEVATIONS FOR ACCENT PANEL LOCATIONS

BRICK TIE, TYP.

A04.5 - T.O HELISTOP 49' - 6"

Licensed in New York as WHR Architecture PC

BASE TIE-IN, REFER TO ROOFING DETAILS BASE TIE-IN, REFER TO ROOFING DETAILS CONTINUOUS CANT

1' - 6 1/2"

TRANSITION MORTAR NETMEMBRANE, LAP OVER FLASHING, TYP. TRANSITION MEMBRANE, LAP THROUGH-WALL OVER FLASHING,SHEET TYP. METAL FLASHING THROUGH-WALL SHEET METAL FLASHING STL SHELF ANGLE, REFER TO STRUCTURAL DWGS. STL SHELF ANGLE, REFER TO STRUCTURAL DWGS. WEEP VENT

SIM

Licensed in New York as WHR Architecture PC

2' - 4 1/2" MASTIC SEALANT

CONTINUOUS SEALANT

1' - 6 1/2"

1/2" PLYWOOD COVERBOARD

CONTINUOUS SEALANT

2' - 1 1/2"

1 A-301.00

10' - 7 1/8"

GRID 20

4' - 6"

GRID 20

MIN. 1/4" PER FOOT SLOPE

WRAP ROOFING MEMBRANE OVER CLEAT TO VERTICAL FACE OF WALL MEMBRANE WRAP ROOFING OVER CLEAT TO VERTICAL FACE OF WALLWOOD CONTINUOUS BLOCKING CONTINUOUS WOOD 20GA SHEET METAL COPING, PREBLOCKING FINISHED TO MATCH ADJACENT ALUM COMPOSITE FACADE 20GA SHEET (ACM) METALPANEL COPING, PREFINISHED TO MATCH ADJACENT ALUM CONTINUOUS COMPOSITE (ACM) PANEL FACADE GALVANIZED MTL CLEAT CONTINUOUS CONTINUOUSMTL SEALANT GALVANIZED CLEAT

WALL SECTION - WEST FACADE 1/2" = 1'-0"

1 6

EXTERI SECTIO

PHASE: DATE:

80% 201

PROJECT NO.

lehigh university mountaintop campus | bethlehem, pa new science & engineering building addition & renovations

Design Rendering | Perspective of “Crescent” Building Renovation

Design Diagrams | Facade Pattern Studies

Project Background | The Mountaintop Campus

Design Diagrams | Facade Pattern Studies

Project repurposes and renovates two high-bay industrial Bethlehem Steel buildings originally built in the 1950s and ’60s. The initial project design and construction (2014) scope included upgrades to several key building infrastructure systems, with only select architectural modifications to begin the transformation. The scope of this phase advances the initial transformation through planning and design of new laboratory and office spaces for the College of Engineering. ª ª Client | Lehigh University ª ª Project SF | 55,000 SF ª ª Project Budget | 12 Million USD ª ª Current Project Status | Under Construction ª ª Expected Project Completion | Winter 2018

Planning Concept | The core planning is organized along the geometry of the “Crescent”, a 3-story sweeping arch that contains the main circulation corridor for the high-bay buildings. The “Crescent” was renovated with a glassy facade to allow for natural daylighting and views out to the quad.

lehigh university mountaintop campus | bethlehem, pa new science & engineering building addition & renovations

Design Rendering | Perspective of New Building Entry at Intersection of the “Crescent” Building & High-Bay Buildings

2 A452

SIM

GL-2

+ +

CW1

GL-1

GRADUATE WORK AREA 320

3 A454

SIM

GL-2

EXISTING TO REMAIN, TYP

+ +

5 A454

APC-1

| The design principles for the project included the creation of collaboration space and open work areas at the intersections of the “Crescent” building and high-bay spaces, providing planning modules to allow flexible mixing of offices, collaboration space and dry research areas on the second & third floors, dissolving the “Crescent” existing corridor with regular zones of open space for collaboration or open workstations and glass partitions, planning for future visual and vertical connections, creating connections between the low bay maker spaces and the high bay spaces, and planning for a new entry at the drop - off area on the South facade. By following these design principles, the project sought to achieve the following goals: ª ª Design for flexibility to allow for future uses ª ª Create a state-of-the-art entry pavilion ª ª Provide connections between the “Crescent” & high-bays ª ª Upgrade the energy efficiency of the building by replacing windows, doors and wall insulation in the renovation area ª ª Integrating the building with its campus neighbors

CEILING PER REFLECTED CEILING PLAN, TYP

SF1

CORRIDOR 201

GL-1

Existing Building Photography | The “Crescent” Building GS1

Design Principles

Design Rendering | Interior Perspective at New Building Entry

4 A454

STN-1

INSULATED DRAINAGE PANEL OVER AIR AND MOISTURE BARRIER GRANULAR FILL

lehigh university mountaintop campus | bethlehem, pa new science & engineering building addition & renovations

2'-12'-1 3/4"2'-1 3/4"2'-1 3/4" 3/4" 2'-1 2'-1 2'-1 3/4" 2'-1 3/4" 2'-1 3/4" 3/4" 2'-1 3/4" 2'-1 3/4" 2'-1 3/4"3/4" 2'-1 3/4" 7 1/8" 7 1/8" 7 1/8" 7 1/8" 7 1/8" 7 71/8" 71/8" 1/8" 7 1/8" 7 1/8" 7 1/8" 7 1/8" 7 1/8" 5 3/8" 5 3/8" 5 3/8" 5 3/8" 5 3/8" 5 3/8" 5 53/8" 53/8" 3/8" 5 3/8" 5 3/8" 5 3/8" 5 3/8"

Design Rendering | Axonometric View of Connection Between Campus Quad and High-Bay Space Through The “Crescent”

15 15 A655 15 A655 A655 15 15 A655 15 15 A655 A655 15 A655 15 A655 15 A655 A655 15 A655 15 A655 15 A655

5 5 A655 5 A655 A655 5 5 A655 5 5 A655 A655 5 A655 5 A655 5 A655 A655 5 A655 5 A655 5 A655

1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0"

Mixing Boxes | On the interior of the high-bay buildings,

Design Rendering | Interior Perspective Under Floating Mixing Box

the design team was tasked with developing concepts to renovate the existing building to create a new connection between the “Crescent” building and the high-bay spaces. The lack of a connection was significantly affecting access to the high-bay engineering areas from the offices located in the “Crescent” space, and the faculty-to-student connection was difficult to establish. Furthermore, wayfinding along the 300foot “Crescent” was extremely difficult as the existing double loaded corridor was dense with offices and no public space.

2'-1 3/4" 2'-12'-1 3/4"2'-1 3/4"2'-1 3/4" 2'-1 3/4" 3/4" 2'-1 2'-1 2'-1 3/4" 2'-1 3/4" 3/4" 2'-1 3/4" 2'-1 3/4" 2'-1 3/4"3/4" 7 1/8" 7 1/8" 7 1/8" 7 1/8" 7 1/8" 7 1/8" 7 71/8" 71/8" 1/8" 7 1/8" 7 1/8" 7 1/8" 7 1/8" 5 3/8" 5 3/8" 5 3/8" 5 3/8" 5 3/8" 5 3/8" 5 53/8" 53/8" 3/8" 5 3/8" 5 3/8" 5 3/8" 5 3/8"

1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1 1'-0" 1 A655 1'-0" 1 A655 1'-0" A655 1 1'-0" 1 A655 1 1 A655 A655 1 A655 1 A655 1 A655 A655 1 A655 1 A655 1 A655

3 3 A655 3 A655 A655 3 3 A655 3 3 A655 A655 3 A655 3 REFER TO RCP FOR CEILING A655 3 A655 HEIGHT & TYPE, TYPCEILING REFER TO RCP FOR A655 3 HEIGHT & TYPE, TYPCEILING REFER TO RCP FOR TRUSS BEYOND A655 3 HEIGHT & TYPE, TYPCEILING REFER TO RCP FOR TRUSS BEYOND REFER TO RCP A655 HEIGHT & TYPE, TYPCEILING 3 REFERBEYOND TO RCP FOR FOR CEILING WALL TRUSS BEYOND REFER TO RCP FOR CEILING HEIGHT & TYP HEIGHT & TYPE, TYPE, TYP A655 WALL BEYOND REFER TO RCP FOR TRUSS BEYOND HEIGHT & TYPE, TYPCEILING REFERBEYOND TO RCP FOR WALL HEIGHT & TYPE, TYPCEILING TRUSS BEYOND TRUSS BEYOND REFER TO RCP FOR CEILING HEIGHT & TYPE, TYP TRUSS BEYOND WALL BEYOND TRUSSBEYOND BEYOND HEIGHT & TYPE, TYPCEILING REFER TO RCP FOR WALL WALL BEYOND TRUSSBEYOND BEYOND WALL HEIGHT & TYPE, TYPCEILING REFER TO RCP FOR TRUSS BEYOND WALL BEYOND HEIGHT & TYPE, TYPCEILING REFER TO RCP FOR WALL BEYOND TRUSS BEYOND WALL BEYOND HEIGHT & TYPE, TYP TRUSS BEYOND WALL BEYOND TRUSS BEYOND WALL BEYOND

2'-4" 2'-4" 2'-4" 2'-4" 2'-4" 2'-4" 2'-4" 2'-4" 2'-4" 2'-4" 2'-4" 2'-4" 2'-4"

TYP TYP TYP TYP TYP TYP TYP TYP TYP TYP TYP TYP TYP

1 1/2"

WALL BEYOND WALL BEYOND WALL BEYOND WALL BEYOND WALL BEYOND

6 6 A653 6 A653 A653 6 6 A653 6 6 A653 A653 6 A653 6 A653 6 A653 A653 6 A653 6 A653 6 A653

2'-4" 2'-4" 2'-4" 2'-4" 2'-4" 2'-4" 2'-4" 2'-4" 2'-4" 2'-4" 2'-4" 2'-4" 2'-4"

1/8" PER 1' SLOPE 1/8" PER 1' SLOPE 1/8" PER 1' SLOPE 1/8" PER 1' SLOPE 1/8" 1/8" PER PER 1' 1' SLOPE SLOPE 1/8" PER 1' SLOPE 1/8" PER 1' SLOPE 1/8" PER 1' SLOPE 1/8" PER 1' SLOPE 1/8" PER 1' SLOPE 1/8" PER 1' SLOPE 1/8" PER 1' SLOPE

6 6 A653 6 A653 A653 6 6 A653 6 6 A653 A653 6 A653 6 A653 6 A653 A653 6 A653 6 A653 6 A653

BEYOND MIXING BOX - WALL PROFILE AT HEAD (SECTION DET MIXING BOX - PROFILE AT HEAD (SECTION DET 1 1/2" MIXING BOX - PROFILE AT HEAD (SECTION DET 1 1/2" MIXING BOX PROFILE 1 1/2" MIXING BOX BOX -- PROFILE PROFILE AT AT HEAD HEAD (SECTION (SECTION DET DET 1 1/2" MIXING AT HEAD (SECTION DET MIXING -- PROFILE AT HEAD (SECTION DET 1 1/2" BEYOND 1 MIXING BOX BOXWALL PROFILE AT HEAD (SECTION DET 1 1/2" 1/2" BEYOND 1 1/2" MIXING BOXWALL PROFILE AT HEAD (SECTION DET BEYOND 1 1/2" MIXING BOXWALL - PROFILE AT HEAD (SECTION DET 1 1/2" WALL BEYOND MIXING BOXWALL - PROFILE AT HEAD (SECTION DET WALL BEYOND 1 1/2" BEYOND BEYOND MIXING BOXWALL - PROFILE AT HEAD (SECTION DET 1 1/2" WALL BEYOND

2'-4" 2'-4" 2'-4" 2'-4" 2'-4" 2'-4" 2'-4" 2'-4" 2'-4" 2'-4" 2'-4" TRUSS BEYOND TRUSS 2'-4" BEYOND TRUSS 2'-4" BEYOND TRUSS BEYOND TRUSS BEYOND TRUSS BEYOND TRUSS BEYOND TRUSS BEYOND WIDEBEYOND FLANGE TRUSS CONNECTION TOBEYOND TRUSS WIDE FLANGE TRUSS CONNECTION TO TRUSS WIDEBEYOND FLANGE TRUSS CONNECTION TOFLANGE TRUSS WIDE TRUSS BEYOND WIDE FLANGE CONNECTION TOFLANGE TRUSS WIDE TRUSS WIDE FLANGE CONNECTION TOBEYOND TRUSS CONNECTION TO TRUSS WIDE CONNECTION TOFLANGE TRUSS WIDE CONNECTION TOFLANGE TRUSS 3-5/8" MTL. STUD WIDE CONNECTION TOFLANGE TRUSS @WIDE 16"MTL. O.C., TYP 3-5/8" STUD CONNECTION TO TRUSS FLANGE @WIDE 16"MTL. O.C., TYP 3-5/8" STUD CONNECTION TO TRUSS FLANGE @ 16"MTL. O.C., TYP 3-5/8" STUD CONNECTION TO TRUSS WIDE FLANGE 3-5/8" MTL. STUD @ 16" O.C., TYP 3-5/8" MTL. STUD CONNECTION TO TRUSS 3-5/8" MTL. STUD @ O.C., TYP @ 16" 16"MTL. O.C.,STUD TYP 3-5/8" @ 16" O.C., TYP 3-5/8" @ 16"MTL. O.C.,STUD TYP 5MTL. 3-5/8" @ 16" O.C.,STUD TYP 5 A654 @ 16" O.C., TYP 3-5/8" MTL. STUD 5 O.C., TYP @A654 16" 3-5/8" MTL. STUD A654 5 O.C., TYP @ 16" 3-5/8" 5MTL. STUD A654 5 @A654 16" 5 O.C., TYP A654 5 A654 5 A654 5 A654 A654 5 A654 5 A654 5 A654

1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0"

8/12/2016 8/12/2016 3:39:11 8/12/2016 3:39:11 8/12/2016 PM8/12/2016 3:39:11 PM 8/12/2016 3:39:11 8/12/2016 PM 8/12/2016 3:39:11 8/12/2016 PM 3:39:11 8/12/2016 3:39:11 PM 8/12/2016 3:39:11 3:39:11 PM8/12/2016 3:39:11 PMPM PM 8/12/2016 3:39:11 PM3:39:11 PM 3:39:11 PM PM

As a response to these issues voiced by the university, the design team developed the concept of a floating “Mixing Box.” This structure anchors into the existing masonry wall that separates the high-bay engineering spaces from the “Crescent” corridor. Openings in the masonry wall were planned to allow for cross-communication and visual connections. The area below the floating Mixing Box is used for light seating or study space for students. Perhaps the most successful feature of the Mixing Boxes is the wayfinding presence that breaks up to monotony of the “Crescent” corridor.

TERMINATE MDF TERMINATE MDF TERMINATE MDF TERMINATE MDF TERMINATE TERMINATE MDF MDF TERMINATE MDF TERMINATE MDF TERMINATE MDF TERMINATE MDF TERMINATE MDF TERMINATE MDF TERMINATE MDF

TYP TYP TYP TYP TYP TYP TYP TYP TYP TYP TYP TYP TYP

REFER TO RCP FOR CEILING HEIGHT & TYPE, TYPCEILING REFER TO RCP FOR HEIGHT & TYPE, TYPCEILING REFER TO RCP FOR HEIGHT & TYPE, TYPCEILING REFER TO RCP FOR

REFER RCP FOR HEIGHT & TYPE, TYPCEILING REFER TO TO RCP(SECTION FOR CEILING MIXING BOX - TRANSITION DET REFER RCP FOR HEIGHT & TYP HEIGHTTO & TYPE, TYPE, TYPCEILING MIXING BOX - TRANSITION DET REFER TO RCP(SECTION FOR HEIGHT & TYPE, TYPCEILING 1 1/2" REFER TO RCP(SECTION FOR HEIGHT & TYPE, TYPCEILING MIXING BOX - TRANSITION DET 1 1/2" REFER RCP(SECTION FOR HEIGHTTO & TYPE, TYPCEILING MIXING BOX -- TRANSITION DET 1 1/2" HEIGHTTO & TYPE, TYPCEILING REFER RCP(SECTION FOR MIXING BOX TRANSITION DET 1 1/2" MIXING BOX BOX -- TRANSITION TRANSITION (SECTION DET HEIGHTTO & TYPE, TYPCEILING REFER RCP(SECTION FOR MIXING DET 1 1 1/2" 1/2" HEIGHTTO & TYPE, TYPCEILING REFER RCP(SECTION FOR MIXING BOX - TRANSITION DET 1 1/2" 1 1/2" MIXING BOX - TRANSITION (SECTION DET HEIGHT & TYPE, TYP 1 1/2" MIXING BOX - TRANSITION (SECTION DET 1 1/2" MIXING BOX - TRANSITION (SECTION DET 1 1/2" MIXING BOX - TRANSITION (SECTION DET 1 1/2"

. . . . .. . . . . . . .

1 1/2"

WALL BEYOND WALL BEYOND TRUSS BEYOND WALL BEYOND TRUSS BEYOND WALL BEYOND TRUSS BEYOND WALL BEYOND WALL BEYOND REFER TO FINISH PLAN WALL BEYOND TRUSS BEYOND WALL BEYOND FOR FLOOR TYPE PLAN REFER TO FINISH TRUSS BEYOND TRUSS BEYOND WALL BEYOND FOR FLOOR TYPE PLAN REFER TO FINISH TRUSS BEYOND WALL BEYOND TRUSS BEYOND FOR FLOOR TYPE PLAN REFER TO 2 FINISH TRUSS BEYOND WALL BEYOND REFER TO FINISH FOR FLOOR TYPE PLAN REFER TO FINISH PLAN TRUSS BEYOND 2 FINISH A655 REFER TO WALL BEYOND FOR TYPE FOR FLOOR FLOOR TYPE PLAN REFER TO 2 FINISH A655 TRUSS BEYOND FOR FLOOR TYPE PLAN WALL BEYOND REFER TO FINISH FOR FLOOR A655 2 TYPE PLAN TRUSS BEYOND REFER TO FINISH PLAN FOR FLOOR 2 A655 2 TYPE TRUSS BEYOND FOR FLOOR TYPE PLAN 2 FINISH REFER TO A655 A655 2 TYPE A655 FOR FLOOR REFER TO PLAN 2 FINISH A655 FOR FLOOR TYPE PLAN 2 FINISH REFER TO A655 FOR FLOOR A655 2 TYPE A655 2 A655 2 A655

HANGER WIRE, TYP HANGER WIRE, TYP REFER TO RCP FOR HANGER WIRE, TYP CEILING HEIGHT & TYPE REFER TO RCP FOR HANGER WIRE, TYP CEILING HEIGHT & TYPE REFER TO RCP FOR HANGER WIRE, TYP 2-1/2" X 2-1/2" TUBE STEEL, REFER HANGER WIRE, TYP CEILING HEIGHT & TYPE REFER TO RCP FOR HANGER WIRE, TYP TO STRUCTURAL DWGS, TYP 2-1/2" 2-1/2" TUBE STEEL, REFER HANGER WIRE, TYP REFERX TO TO RCP FOR CEILING HEIGHT & TYPE REFER RCP FOR TO STRUCTURAL TYP 2-1/2" X TO 2-1/2" TUBE STEEL, REFER HANGER WIRE, TYP REFER RCP FOR CEILING HEIGHT &DWGS, TYPE COLUMN BEYOND CEILING HEIGHT & TYPE REFER RCP FOR TO STRUCTURAL TYP HANGER WIRE, TYP 2-1/2" X TO 2-1/2" TUBE STEEL, REFER CEILING HEIGHT &DWGS, TYPE COLUMN BEYOND REFER TO RCP FOR CEILING HEIGHT & TYPE 2-1/2" X 2-1/2" TUBE STEEL, REFER TO STRUCTURAL DWGS, TYP 2-1/2" X 2-1/2" TUBE STEEL, REFER HANGER WIRE, TYP COLUMN BEYOND REFER RCP FOR CEILING HEIGHT &DWGS, TYPE 2-1/2" X TO 2-1/2" TUBE STEEL, REFER TO STRUCTURAL TYP TO STRUCTURAL DWGS, TYP HANGER WIRE, TYP 2-1/2" X 2-1/2" TUBE STEEL, REFER CEILING HEIGHT &DWGS, TYPE COLUMN BEYOND TO STRUCTURAL TYP REFER RCP FOR 2-1/2" X TO 2-1/2" TUBE STEEL, REFER TO STRUCTURAL DWGS, TYP HANGER WIRE, TYP COLUMN BEYOND CEILING HEIGHT &DWGS, TYPE COLUMN BEYOND REFER RCP FOR 2-1/2" X TO 2-1/2" TUBE STEEL, REFER TO STRUCTURAL TYP COLUMN BEYOND CEILING HEIGHT & TYPE COLUMN BEYOND REFER RCP FOR TO STRUCTURAL DWGS, TYP 2-1/2" X TO 2-1/2" TUBE STEEL, REFER COLUMNHEIGHT BEYOND& TYPE CEILING TO STRUCTURAL DWGS, TYP 2-1/2" X 2-1/2" TUBE STEEL, REFER COLUMN BEYOND TO STRUCTURAL DWGS, TYP 2-1/2" X 2-1/2" TUBE STEEL, REFER COLUMN BEYOND TO STRUCTURAL DWGS, TYP COLUMN BEYOND COLUMN BEYOND

4 4 A655 4 A655 A655 4 4 A655 4 4 A655 A655 4 A655 4 A655 4 A655 A655 4 A655 4 A655 4 A655

EYP Architecture & Engineering, PC EYP Architecture Engineering, PC 225 Varick St., 2nd&Fl. EYP Architecture Engineering, PC 225 Varick St.,10014 2nd&Fl. New York, NY EYP Architecture &Fl. Engineering, PC 225 Varick St., 2nd New York, NY Telephone 91710014 981 6000 EYP Architecture & Engineering, PC EYP & Engineering, 225 Varick St., 2nd Fl. New York, NY EYP Architecture Architecture &Fl. Engineering, PC PC Telephone 91710014 981 6000 225 Varick St., 2nd EYP Architecture & Engineering, PC 225 Varick St., 2nd Fl. New York, NY Telephone 91710014 981 6000 225 Varick St., 2nd Fl. EYP Architecture &Fl. Engineering, PC eypae.com New York, NY 10014 225 Varick St., 2nd New York, NY 10014 Telephone 91710014 981 6000 EYP &Fl. Engineering, PC New York, NY eypae.com 225 Architecture Varick St., 2nd Telephone 91710014 981 6000 New York, NY Telephone 917 981 6000 EYP Architecture & Engineering, PC 225 St., 2nd eypae.com Telephone 91710014 981Fl. 6000 NewVarick York, NY Telephone 917 981 6000 EYP Architecture & Engineering, PC 225 Varick St., 2nd Fl. eypae.com New York, NY Telephone 91710014 981 6000 eypae.com EYP Architecture &Fl. Engineering, PC eypae.com 225 Varick St., 2nd New York, NY Telephone 91710014 981 6000 eypae.com 225 Varick St., 2nd Fl. eypae.com New York, NY 10014 Telephone 917 981 6000 eypae.com New York, NY 10014 Telephone 917 981 6000 eypae.com Telephone eypae.com 917 981 6000 eypae.com eypae.com

MIXING BOX - PROFILE AT SILL (SECTION DET MIXING BOX - PROFILE AT SILL (SECTION DET 1 1/2" MIXING BOX - PROFILE AT SILL (SECTION DET 1 1/2" -- PROFILE AT SILL (SECTION DET 1 1/2" PROFILE 1 1/2" PROFILE AT AT SILL SILL (SECTION (SECTION DET DET --- PROFILE AT SILL (SECTION DET 1 1/2" 1 PROFILE AT SILL (SECTION DET 1 1/2" 1/2" 1 1/2" - PROFILE AT SILL (SECTION DET 1 1/2" - PROFILE AT SILL (SECTION DET 1 1/2" - PROFILE AT SILL (SECTION DET 1 1/2" - PROFILE AT SILL (SECTION DET 1 1/2"

MIXING BOX GENERAL NOTES: MIXING BOX MIXING BOX GENERAL NOTES: MIXING BOX GENERAL NOTES: MIXING BOX GENERAL NOTES: MIXING BOX GENERAL NOTES: MIXING BOX GENERAL NOTES: NOTES: GENERAL MIXING BOX GENERAL NOTES: MIXING BOX GENERAL NOTES: GENERAL NOTES: GENERAL NOTES: GENERAL NOTES:

1 1/2"

eVolo magazine | international competition innovations in tall buildings & skyscrapers

Map of Damascus | Political Territories

Competition Statement

| Damascus is the oldest occupied city in the world with a rich architectural history that has endured many conflicts. As the Syrian Civil War rages on and in its eventual aftermath, the conversation of urban identity and preservation will become a topic of great relevance. Today the city’s status as a UNESCO World Heritage Site is being threatened. In circumstances of great turmoil and the immediate after effects, buildings are often generated to provide shelter and infrastructure. They are designed for the immediate — intended to provide protection to its citizens. As time passes and conflicts fade, these structures become haunting reminders of the past. Rebuilding after war poses the question — is it better to erase or to preserve reminders of past traumas? The design proposes a densely knit structural cocoon of robotically woven carbon fiber sweeping up the building to act as protection from mortar shells. As the structure weathers the war, active façadeBOTs regenerate and heal breaches to the defensive shell. As time passes and peace is restored, the building can adapt to its new environment. This competition entry rejects the idea that architecture is a single event. Instead, it suggests that designers embrace a series of events, and recognize that as physical and political contexts change, so must programmatic and architectural needs.

seattle university college of science & engineering | seattle, wa new academic science building | research laboratories & offices

Design Rendering | Perspective of New Science Building From 12th Avenue & East Marion Street

Concept Plan | Campus Connections

e Summary

5 Concept Design Approach 5 Concept Design Approach

Project Background

| Seattle University is embarking on a project to expand the College of Science & uilding, including sitework and demolition of which will Flexibility ofofResearch Labs Engineering by creating a newand 105,000 GSF building Flexibility Research andTeaching Teaching Labs sting building: $65,396,000 showcase science and engineering at the campus gateway on One Oneofofthe thebenefits benefitsofofthe themodular modularlayout layoutisisflexibility. flexibility. 12th The Ave. 10’-4” and East Marionand St. The existing STEM complex will x 10’-4” the 7 module deep within each The 10’-4” x 10’-4” and the 7 module deep within each go from 271,500 GSF –ofa 64% increase in area. bay165,000 allows GSF for to a wide range laboratory variations

n Science bayReno’ and + allows for a widesitework range of laboratory variations for teaching and research. During concept design for teaching and research. During concept design ous materials removal (not initially ª ª Client | Seattle University we tested out multiple ways that the lab floors could we tested out multiple ways that the lab floors could ª ª Project SF | 105,000 SF ed): $10,000,000 be fit-out to accommodate engineering and science

be fit-out accommodate ª ª Project Budgetto | 65 Million USD engineering and science disciplines. The images pictured right disciplines. The images pictured rightillustrate illustratethis this ª ª Current Project Status | Schematic Design concept for engineering, science and bio-chem spaces. n Engineering renovations: $2,000,000 concept for engineering, science and bio-chem spaces. ª ª Expected Project Completion | Winter 2020

SCIENCE 1.2 SCIENCEVersion Version 1.2

FLEXIBLE LAB BLOCK – FLEXIBLE LAB BLOCK –

Planning Concept | The potential increase in the budget of New $1mBuilding for groups the lab spaces in need of advanced HVAC systems and vibration exibility. ation project (Bannan Engineering & Bannan flexibility. sensitivity as well as the most public and communal spaces hin each thin dueeach to such the renovation thelargest former data as classrooms,ofthe maker space, and the riations variations Entrepreneurship and Innovation Center whose aim is to Proportion of Wet Vs. Dry ng added to the scope of Bannan Engineering. Proportion of Wet Vs. Dry ptdesign design foster those activitiesproportion within the SU community, especially for Over time, ofof wet so directed the design team to consider thedry Over time,the the proportion wetand and drylaboratories laboratories rs of the community. There will also be a University orscould could the benefit will most likely change. By incorporating the will most likely change. By incorporating Commons as an aalternate. 6000 GSF program that will be funded separately. the dscience science Commons;

Concept Planning Diagrams | Science & Engineering Laboratory Mix

5 5Concept Design Approach SCIENCE 1.2Concept Design Approach SCIENCEVersion Version 1.2

FLEXIBLE LAB BLOCK – FLEXIBLE LAB BLOCK –

Write‐ upWrite‐ 400 sfup 400 sf

Teaching Teaching Lab 10MLab 10M 1,100 sf 1,100 sf

6 RLs @ 275 sf 6 RLs @ 275 sf

Computer Computer Lab 5M Lab 550 sf5M 550 sf

Inst. 6MInst. 6M 660 sf 660 sf

Teaching Teaching Lab 10MLab 10M 1,100 sf 1,100 sf

Teaching Prep Teaching 4M Prep Lab 440 4M Stair 10MLab 10M Stair sf 440 1,100 sf sf 1,100 sf

6 RLs @ 275 sf 6 RLs @ 275 sf

Write‐ upWrite‐ 400 sfup 400 sf

SCIENCE SCIENCE& &ENGINEERING ENGINEERING

FLEXIBLE LAB BLOCK – FLEXIBLE LAB BLOCK –

Study Study Teaching Teaching 4M Prep Lab GREEN ROOFStair 440 4M 10MLab SIMILAR TO Stair sf 440 1,100 sf 10M sf BASE OPTION 1,100 sf Prep

Write‐ upWrite‐ 400 sfup 400 sf /

Teaching Teaching Lab 10MLab 10M 1,100 sf 1,100 sf

Computer Computer Lab 5M Lab 550 sf5M 550 sf

OPEN TO BELOW Inst.

6 RLs @ 275 sf 6 RLs @ 275 sf

Study Study Teaching Teaching Lab 10MLab 10M 1,100 sf 1,100 sf

6MInst. 660 sf6M 660 sf

OPEN Prep Teaching Teaching 4M Prep TO BELOW Lab 440 4M Stair 10MLab sf 440 10M Stair 1,100 sf sf 1,100 sf

Teaching Teaching 4M Prep Lab 440 4M Stair 10MLab Stair sf 440 1,100 sf 10M sf 1,100 sf Prep

Teaching Teaching Lab 10MLab 10M 1,100 sf 1,100 sf

Computer Computer Lab 6M Lab 660 sf6M OPEN 660 sf

TO BELOW

6 RLs @ 275 sf 6 RLs @ 275 sf

17 M 17 M

Write‐ upWrite‐ 400 sfup 400 sf /

Study Study 400 sf 400 sf

6 Wet RLs 6 Wet RLs @ 275 sf @ 275 sf

/ 1.5 M / / 1.5 M /

Inst RL 275 Inst 550 sfRL sf 275 550 sf sf

14 M 14 M

Advanced Advanced Teaching Lab Teaching Lab 8M 880 sf8M 880 sf

Equipment & Equipment Storage & 800 sf Storage 800 sf

Flex Flex Teaching Lab Teaching Lab 12M 12M 1,320 sf 1,320 sf

Classroom Classroom 7.5M 7.5M 825 sf 825 sf

Stair Stair

Conf Conf 400 sf 400 sf

/ 1.5 M / / 1.5 M /

5.2.3 Flexible Lab Block Diagrams 5.2.3 Flexible Lab Block Diagrams

SCIENCE SCIENCE& &ENGINEERING ENGINEERING

FLEXIBLE LAB BLOCK – FLEXIBLE LAB BLOCK –

Study Study

Teaching Teaching 4M Prep Lab 440 4M Stair 10MLab Stair sf 440 10M 1,100 sf sf 1,100 sf Prep

Typical Plan | Laboratory & Office Mix

Study Study Teaching Teaching 4M Prep Lab 440 4M Stair 10MLab Stair sf 440 10M 1,100 sf sf 1,100 sf Prep

Study Study 400 sf 400 sf

Teaching Teaching Lab 10MLab 10M 1,100 sf 1,100 sf

6 Wet RLs 6 Wet RLs @ 275 sf @ 275 sf

infrastructure infrastructuretotomeet meetthe themore morecomplex complexneeds needsofof ate ratethis this 17 M / 1.5 M / / / wet labs when the building is designed, the space 17 M / / 1.5 M / wet labs when the building is designed, the spacecan can/ spaces. muilding spaces. alternate Second Floor for University Commons be modified as needed to accommodate dry labs. By 5.2.3 Flexible Lab Block Diagrams be modified as needed to accommodate dry labs. By 5.2.3 Flexible Lab Block Diagrams ning facility:locating $3,400,000 locatingwet wetlaboratories laboratoriesadjacent adjacenttotothe theutility utilityzones, zones, 5.2.4 Lab Diagrams 5.2.4 Lab Diagrams wet utility feeds can grow or shrink as needs wet utility feeds can grow or shrink as needschange. change.

Computer Computer Lab 6M Lab 660 sf6M 660 sf

Inst RL 275 Inst 550 sfRL sf 275 550 sf sf

Advanced Advanced Teaching Lab Teaching Lab 8M 880 sf8M 880 sf

Equipment Equipment & Storage& Storage 800 sf 800 sf

14 M 14 M

100% Wet 100% Wet

Flex Flex Teaching Lab Teaching Lab 12M 12M 1,320 sf 1,320 sf

Classroom Classroom 7.5M 7.5M 825 sf 825 sf

OPEN TO BELOW

Stair Stair

Conf Conf 400 sf 400 sf

/ 1.5 M / / 1.5 M /

Fourth Floor 50% Wet / 50% Dry 50% Wet / 50% Dry

25% Wet / 75% Dry 25% Wet / 75% Dry

new york university tandon school of engineering | new york, ny chemistry & bio-engineering laboratory & office renovations

Design Rendering | Perspective of Chem-Bio Research Laboratory From New Circulation Corridor 1 | Chemsitry & Bio-Engineering Laboratory & Supporting Offices

2 | Glass Partitions Into Laboratory For Views & Daylighting

Project Background

| The existing Rogers Hall building consists of two connected concrete structures built between 1924 and 1929. The buildings have two different structural systems – Old Rogers to the north has a beam and joist structure and New Rogers to the south has a two-way slab with mushroom columns. Old Rogers houses elevators that serve Rogers and Jacobs Academic Building. ª ª Client | New York University ª ª Project SF | 15,000 SF ª ª Project Budget | 12 Million USD ª ª Current Project Status | Completed / Occupied ª ª Expected Project Completion | Summer 2015

Project Photography | Research Laboratory Bench & Natural Daylighting 3 | Glass Partitions @ Perimeter Offices For Daylighting

4 | Daylight Drawn Into Laboratory From Perimeter Offices

Planning Concept |

The project began with an exploration for options for flexible laboratory configurations to accommodate the proposed users as well as adapt to the future occupants. The approved planning concept, named “Science on Display”, proposed a re-organization of the existing circulation to frame views into the laboratories, providing the public with a glimpse into research experiments.

new york university tandon school of engineering | new york, ny chemistry & bio-engineering laboratory & office renovations

Design Rendering | Perspective of Chem-Bio Research Laboratory From New Circulation Corridor

Natural Light & Wayfinding | In addition to

Design Diagram Wayfinding Elements | Wood Ceiling & Glass Accent Wall

the core concept of â&#x20AC;&#x153;Science on Displayâ&#x20AC;?, the glass partitions enclosing the laboratory spaces are designed to take advantage of another key design feature - natural daylight. Due to the deep, factory-style nature of the existing floor plate laboratories within the building seldom receive natural light. To remediate this, the design team placed faculty and laboratory researcher offices along the perimeter window wall. The offices were outfitted with glass storefront partitions and applied translucent privacy film. This strategy allows diffuse natural light to bleed through the offices and into the labs. Furthermore, the complexity of the circulation in the existing building was simplified by incorporating simple wayfinding devices. In the public corridors, a suspended wood panel grille ceiling was installed to add warmth and contrast from the institutional nature of the finishes of the laboratory spaces seen through the glass partitions. A back-painted glass feature wall and ceiling was installed adjacent to a study nook for students between classes, or researchers taking a break from lab duties, which further activates the circulation network.

1 | Existing Corridor Configuration

2 | New Corridor/Core Organization

3 | New Office & Nursing Lab Suites

university of pittsburgh school of nursing | pittsburgh, pa nursing simulation laboratory & office renovations

Interior Materials Palette

Design Rendering | Perspective of Nursing Simulation Laboratory

“Canna” 1924 | Georgia O’Keefe | Palette Inspiration

Project Background

| The Victoria Building was built in 1973 with 4-stories at approximately 29,000 GSF each. The existing 2nd Floor is home to the department of Student Services, and School of Nursing Laboratories. The renovation consists of a re-planning, right-sizing, and infrastructural upgrade of approximately 50% of the 2nd Floor.

1' - 10" 1' - 10"2' - 6"

1' - 10"

REFER REFER TO CRP TO CRP CLG HEIGHT CLG HEIGHT

INDIVIDUAL INDIVIDUAL SERVICE SERVICE OUTLETS OUTLETS ABOVE ABOVE BEDSERVICE BED IN SIMULATION IN SIMULATION ROOMS, ROOMS, INDIVIDUAL OUTLETS ABOVE BED IN SIMULATION ROOMS, E1 E1 SLM SLM E2 E1 E2 SLM E2 REFER REFER TO LEGEND TO LEGEND FOR FOR SERVICE SERVICE ABBREVIATIONS. ABBREVIATIONS. REFER TO LEGEND FOR SERVICE ABBREVIATIONS. O AO VA V A N20 A N20 O A V A N20 ALL MED. ALL MED. AIR OUTLETS AIR OUTLETS SHALL SHALL BE BE CHEMOTRON BY AMICO, BYSHALL AMICO, TYP. ALLCHEMOTRON MED. AIR OUTLETS BETYP. CHEMOTRON BY AMICO, TYP. 1GANG

ADDITIONAL ADDITIONAL COMPRESSED COMPRESSEDADDITIONAL COMPRESSED AIR OUTLET AIR OUTLET AT 1'-6" AT AFF 1'-6" AFF AIR OUTLET AT 1'-6" AFF

CA CA TYP. TYP. ELEC.ELEC. OUTLET OUTLET SPACE SPACETYP. ELEC. OUTLET SPACE 2GANG 2GANG 2GANG 2GANG 1GANG 1GANG 2GANG 2GANG 1GANG 1GANG 1GANG FOR FOR EACHEACH BED STALL, BED STALL, WORK WORK (POWER) (DATA) (DATA) FOR EACH BED STALL, WORK (POWER) (POWER) (DATA) OFF OF OFFCLOFOFCLBED OF BED OFF OF CL OF BED 1' - 0"1' - 0"1' - 0"1' - 0" 1' - 6"1' - 6"1'5" - 0" 5"1' -1'1"-1'0"- 1"

CA 2GANG 2GANG 2GANG 2GANG 1GANG (POWER) (POWER) (DATA) (DATA)

1' 2' -- 6" 0"2' - 0" 5"3" 1'3"- 1"

2GANG 2GANG (POWER) (DATA)

2' - 0"

0'-0" 0'-0" SECOND SECOND FLOOR FLOOR

6' - 3"

POWER POWER RECEPTACLE RECEPTACLE DUPLEX DUPLEX POWER RECEPTACLE DUPLEX

3' - 10" AFF

1GANG 1GANG 1GANG 2GANG, 4'-6 AFF (1 POWER) 2GANG, 4'-6 AFF (DATA)

1' - 6" AFF

EQUIPMENT EQUIPMENT BY OWNER, BY OWNER, EQUIPMENT BY OWNER, SHOWN SHOWN DASHED DASHED FOR FOR SHOWN DASHED FOR REFERENCE, REFERENCE, TYP. TYP. REFERENCE, TYP.

1GANG 1GANG 2GANG, 2GANG, 4'-6 AFF 4'-6 AFF (1 POWER) (1 POWER) 2GANG, 2GANG, 4'-6 AFF 4'-6 AFF (DATA) (DATA)

6' - 3"

ACROVYN ACROVYN WALLWALL ACROVYN WALL PROTECTION, PROTECTION, REFER REFER TO TO PROTECTION, REFER TO INTERIOR INTERIOR ELEVATIONS ELEVATIONS INTERIOR ELEVATIONS HEALTH HEALTH ASSESSMENT ASSESSMENT PANEL PANEL HEALTH ASSESSMENT PANEL (REQUIRES (REQUIRES POWER) POWER) O.F.C.I O.F.C.I(REQUIRES POWER) O.F.C.I

UP/DOWN UP/DOWN HOSPITAL HOSPITAL LIGHTLIGHTUP/DOWN LIGHT E1 HOSPITAL E1 POWER POWER RECEPTACLE RECEPTACLE E1DUPLEX DUPLEX -POWER 20A/120V - 20A/120V RECEPTACLE DUPLEX - 20A/120V FIXTURE FIXTURE BY G.C. BY G.C. FIXTURE E2 BYE2G.C. POWER POWER RECEPTACLE RECEPTACLE E2DUPLEX DUPLEX -POWER 20A/120V - 20A/120V RECEPTACLE (EMEGENCY (EMEGENCY DUPLEX FOR FOR SIM- 20A/120V USE) SIM USE)(EMEGENCY FOR SIM USE) O O OXYGEN OXYGEN (COMPRESSED (COMPRESSED O AIR FOR AIR OXYGEN FOR SIMULATION SIMULATION (COMPRESSED USE)USE)AIR FOR SIMULATION USE) V V GAS GAS OUTLET OUTLET - VACUUM - VACUUM V GAS OUTLET - VACUUM B B BLANK BLANK B BLANK SWITCH SWITCH FOR FOR UP/DOWN UP/DOWN SWITCH FOR UP/DOWN SLM SLM VACUUM VACUUM SLIDE SLIDE MOUNT SLM MOUNT VACUUM SLIDE MOUNT HOSPITAL HOSPITAL LIGHTLIGHT HOSPITAL LIGHT CA CA COMPRESSED COMPRESSED AIR AIR CA COMPRESSED AIR N2O N2O NITROGEN NITROGEN OXYGEN OXYGEN N2O (COMPRESSED (COMPRESSED NITROGEN AIR FOR AIR OXYGEN FOR SIMULATION SIMULATION (COMPRESSED USE)USE)AIR FOR SIMULATION USE) A A MEDICAL MEDICAL AIR (COMPRESSED AIR (COMPRESSED A AIR MEDICAL FOR AIR FOR SIMULATION AIR SIMULATION (COMPRESSED USE)USE)AIR FOR SIMULATION USE)

5' - 2"6' - 3"

VITALVITAL SIGNS SIGNS SIMULATION SIMULATION VITAL SIGNS SIMULATION MONITOR MONITOR & PC,&O.F.C.I PC, O.F.C.I MONITOR & PC, O.F.C.I

REFER TOABBREVIATIONS CRP ABBREVIATIONS & SYMBOLS & SYMBOLS LEGEND ABBREVIATIONS LEGEND & SYMBOLS LEGEND CLG HEIGHT SYMBOL SYMBOL DESCRIPTION DESCRIPTION SYMBOL DESCRIPTION

OF SWITCH

3' - 10" AFF 5' - 2"

LINE LINE OF PLYWOOD OF PLYWOOD LINE OF PLYWOOD BLOCKING BLOCKING FOR FOR WALLWALL BLOCKING FOR WALL MOUNTED MOUNTED COMPUTER COMPUTER ARM ARMMOUNTED COMPUTER ARM

OF OF OF BED OFOFBED OF SWITCH OF SWITCH OF BED 1' - 5" 1' - 5" 1' - 5" PANEL PANEL 1' - 5"1' - 5" 1' - 5" PANEL EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQEQ EQ EQ EQ EQ EQ EQ

1' - 6" AFF 3' - 10" AFF

The design principles for the project included increasing the efficiency of the 2nd Floor & maximizing circulation space, planning for future uses including enrollment growth, creating collaboration space and open work areas at the new central corridor, activating the exterior window wall by planning for conference/meeting space, and right-sizing nursing labs and upgrading them with state of the art equipment in line with peer institutions.

1' - 6" AFF

Planning Concept |

2' - 6"2' - 6"

5' - 2"

DATADATA / IT RECEPTACLE / IT RECEPTACLE

DATA / IT RECEPTACLE

*** ONLY *** ONLY LABORATORY LABORATORY GRADE GRADE *** GASES/VACUUM ONLY GASES/VACUUM LABORATORY SHALL SHALL GRADE BE SUPPLIED. BEGASES/VACUUM SUPPLIED. SHALL BE SUPPLIED. ALL LABELING ALL LABELING SHALL SHALL BE INBE TERMS INALL TERMS OF LABELING "LABORATORY", OF "LABORATORY", SHALL BENOT IN TERMS NOT "MEDICAL" "MEDICAL" OF "LABORATORY", NOT "MEDICAL"

0'-0" SECOND FLOOR

TYPICAL TYPICAL SIMULATION SIMULATION ROOM TYPICAL ROOM WALL SIMULATION WALL ELEVATION ELEVATION ROOM FORFOR WALL IT &ITPOWER &ELEVATION POWER REQUIREMENTS REQUIREMENTS FOR IT & POWER REQUIREMENTS ROOM ROOM #'S 250, #'S 250, 252,252, 254,254, ROOM 256 256#'S 250, 252, 254, 256

EYP/ EYP/

EYP/

EYP Architecture EYP Architecture & Engineering & Engineering EYP Architecture & Engineering 225 Varick 225 Varick St - Second St - Second Floor Floor 225 Varick St - Second Floor New York, New York, NY 10014 NY 10014 New York, NY 10014 T: 917.981.6000 T: 917.981.6000 T: 917.981.6000 www.eypae.com www.eypae.com www.eypae.com © 2017 © 2017 EYP/EYP/

Red Canna [1924] Georgia O’Keefe TYP. TYP. SIMULATION SIMULATION TYP.ROOM SIMULATION ROOM HEAD HEAD WALL ROOM WALL ELEVATION HEAD ELEVATION WALL ELEVATION DATE: DATE:

X6397 X6397 VICTORIA VICTORIA HALL HALL X6397 2ND 2ND FLOOR VICTORIA FLOOR - PHASE -HALL PHASE 12ND 1 FLOOR - PHASE 1 RENOVATION RENOVATION RENOVATION 3500 3500 Victoria Victoria Street Street 3500 Victoria Street Pittsburgh, Pittsburgh, PA PA 15213 15213 Pittsburgh, PA 15213

DATE: 06/14/2017 06/14/2017 As indicated As indicated SCALE: JOB NO: X6397 X6397

SCALE: SCALE: JOB NO: JOB NO:

DRAWN DRAWN BY: BY:

DRAWN MM MMBY:

06/14/2017 As indicated X6397 MM

ASK-02 ASK-02 ASK-02

case western reserve university | cleveland, oh student dormitory building feasibility study

Design Rendering | Perspective of Dormitory Tower From Campus Green

Preliminary Sketches By Lead Designer Richard Clarke

Case Western Reserve University is a private institution of higher education with seven schools and a college educating more than 10,000 students on an urban park-like campus. To support this population, and to plan for future campus growth, the university developed a request for proposals for a new student dormitory building in the northern quadrant of campus called the North Residential Village.

Typical Floor Plan | Floors 1-4

Preliminary Sketches By Lead Designer Richard Clarke

Clarke Tower

Multi-Purpose Rm Cultler House

Rain Garden

Kit

Pavilion

Bike Stor

RR 2 BR T/H

Lounge

2 BR

Service

Trash/R

2 BR T/H

Wade Manor

2 BR C

Study M

2 BR T/H

4 BR

4 BR Lobby

2 BR T/H

Commons

Off Mail St

Wade Park Avenue

Project Background | Located in Cleveland, Ohio,

Mech

Laundry

COMMONS

East 115th Street

Nobby Park

Village at 115

Typical Floor Plan | Floors 5-10

EYP/

Preliminary Sketches By Lead Designer Richard Clarke

Clarke Tower

4 BR

Cultler House

Exterior Wall Concept

| The core concept of the exterior wall was to open up views South to the Central Campus. To meet this objective, the design team developed a pattern of openings to frame views unique to each floor. Furthermore, slight bend in the lower bar was developed to mimic the urban grid and influence pedestrian movement.

Ground Floor Plan

Floor Plan Level 5-10

Case Western reserve University New Residence Hall in North Residential Village

4 BR

40'

1" = 40'-0" 11/16/13

4 BR

2 BR

T/R

Solar Panel Array

Roof Garden

Study

Wade Park Avenue

Roof Garden 2 BR

4 BR

East 115th Street

Nobby Park

Village at 115

EYP/

Case Western reserve University New Residence Hall in North Residential Village

40'

1" = 40'-0" 11/16/13

structural explorations | illinois institute of technology helical tower & tensile membrane canopy studies

Structural Explorations

| The first study, a 40-foot helical tower constructed of recycled carpet tubes, explores the influence of torsion on an axially loaded vertical structure. First, plywood forms/jigs were cut on the CNC mill and spread out 1-foot on center over 40-feet to set the carpet tubes in the helical shape. Next, the yield shear stress of the connection between tubes was analyzed using the surface area of the proposed connection. The tubes were bonded with a high-strength adhesive specified within the appropriate range to avoid failure. To mitigate torsional/rotational forces, a compression ring was added at 2/3 the height of the tower to simulate a â&#x20AC;&#x153;vertical cantilever.â&#x20AC;? The compression ring was rigged to guy-wires and secured to the ground. The second study, an anti-clastic tensile membrane structure constructed of bent plywood, explores the mapping of forces throughout a tensile membrane when exposed to wind loads. To perform the analysis, a mock-up of the canopy was set in a custom track system attached to the bed of a pickup truck. The mockup was attached to a crane scale and wind forces were recorded from the scale as the truck accelerated.

mixed media pattern & relief studies archival ink on arches cold press