William Toohey III | Work Samples 2018

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William Toohey III BSA 2017 / M.Arch 2018

Wentworth Institute of Technology College of Architecture, Design & Construction Management

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William Toohey III BSA 2017 / M.Arch 2018

THESIS DESIGN RESEARCH DRAWING

Wentworth Institute of Technology College of Architecture, Design & Construction Management

WORK SAMPLES

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VISUALIZATION

GENSLER Urban Gondola

WORK SAMPLES

STUDIO IX Yale Divinity School

STUDIO VII MIT’s Vertical Corridor

STUDIO VII MIT’s Vertical Corridor

STUDIO VII MIT’s Vertical Corridor

STUDIO VIII Rising with the Tide William Toohey III BSA 2017 / M.Arch 2018

Wentworth Institute of Technology College of Architecture, Design & Construction Management

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ANIMATION

WORK SAMPLES

Frame [0001]

Frame [0240]

Frame [0360]

Frame [0440]

Frame [0510]

Frame [0657]

Frame [0715]

Frame [0770]

Frame [0950]

William Toohey III BSA 2017 / M.Arch 2018

Wentworth Institute of Technology College of Architecture, Design & Construction Management

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WTIII

William Toohey III BSA 2017 / M.Arch 2018

MODEL MAKING

Wentworth Institute of Technology College of Architecture, Design & Construction Management

WORK SAMPLES

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William Toohey III BSA 2017 / M.Arch 2018

HAND DRAWING

Wentworth Institute of Technology College of Architecture, Design & Construction Management

WORK SAMPLES

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WTIII

William Toohey III BSA 2017 / M.Arch 2018

HAND DRAWING

Wentworth Institute of Technology College of Architecture, Design & Construction Management

WORK SAMPLES

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SITE PLAN

WORK SAMPLES

A Sterling Divinity Quad B East Quad C The Hill D Community Center E Campus Entry F The Square G Student Housing

PROPOSED EXTENSION Yale Divinity School

G

F

A

E

B

C

D

C I ’s V I MIT DIO V U ST

William Toohey III BSA 2017 / M.Arch 2018

Wentworth Institute of Technology College of Architecture, Design & Construction Management

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WTIII

WORK SAMPLES

© Copyright Arrowstreet Inc.

CONSTRUCTION DOCUMENTS

27

C

GARAGE SIDE

SHEET NOTES:

UL RATING: DESIGN NO. N502

2-HOUR RATED SPRAY FIREPROOFING

(2) LAYERS 5/8" GWB FLUSH W/ CMU FACE

GROUT FILL

CENTERLINE OF BEAM TO INSIDE FACE OF CMU WALL DEPENDENT UPON LOCATION OF (2) 5/8" GWB, CHANNEL BRACKET, AND RUNNER CHANNEL ASSEMBLY.

CL ALIGN

SEISMIC CLIPS;SEE STRUCTURAL DETAILS S3.01; PROVIDE 2-HR SPRAY-APPLIED FIREPROOFING

A5.05A

CHANNEL BRACKET

+/-

HEAD JOINT SYSTEM AT CMU WALLS: RATED UL HW-D-1078 OR HW-D-1069

GROUT FILL

1

RUNNER CHANNEL

3" DECKING 4-1/2" CONC. SLAB PROVIDE 2 HOUR LAYER OF FIREPROOFING FOR STEEL BEAM SIZE BEAM SIZE VARIES

STEEL BEAM

SEISMIC CLIPS; SEE STRUCTURAL DRAWING S3.01

SEISMIC CLIPS; SEE STRUTURAL DETAILS S3.01; PROVIDE 2-HR SPRAY- APPLIED FIREPROOFING GROUT FILL

CL

4

MAINTAIN 1/2" AT ALL CONDITIONS BETWEEN FLANGE AND CHANNEL

UL RATING: DESIGN NO. N715

GROUT FILL

SEE DETAIL 5 / A5.05A, SIMILAR

1. CONTRACTOR TO VERIFY EXISTING SLAB CONDITION AT EACH PROPOSED SLAB CONNECTION. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. 2. T/O SLAB AT STAIR ON EACH LEVEL TO ALIGN WITH T/O PROPOSED AND / OR EXISTING CURB ADJACENT TO THE STAIR. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. 3. WHERE EXISTING STEEL BEAMS AND COLUMNS ARE TO REMAIN, MAINTAIN OR PROVIDE FIREPROOFING AS REQ'D; PRIME STEEL PRIOR TO FIREPROOFING. 4. PROVIDE 2-HOUR RATED SPRAY FIREPROOFING AS REQ'D ON ALL NEW STEEL BEAMS, POUR STOPS, BENT PLATES AND SEISMIC CLIPS. 5. SEE STRUCTURAL DRAWING S3.01 FOR SEISMIC CLIP DETAILS; GROUT BLOCK AT ALL SEISMIC CLIP LOCATIONS. 6. ALL NEW CMU WALLS TO BEAR ON STRUCTURAL SLABS. DO NOT BEAR CMU ON CURBS. 7. STAIR TO BEAR ON CMU WALL AS PER CONTRACTOR'S SEQUENCE OF CONSTRUCTION. CMU TO BE GROUTED AT BEARING POCKETS; SEE STRUCTURAL. COORDINATE POCKET DETAIL WITH CMU SHOP DRAWINGS.

1/2"

HEAD JOINT SYSTEM AT CMU WALLS: RATED UL HW-D-1078 OR HW-D-1069

HEAD JOINT SYSTEM AT CMU WALLS: RATED UL HW-D-1078 OR HW-D-1069

REFERENCE THE EXISTING ISSUED CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: • CONTRACT DOCUMENTS • STRUCTURAL CLARIFICATION SKETCHES • CMU & STEEL SHOP DRAWINGS

SEE STRUCTURAL DETAIL 3/S3.02 FOR POUR STOP DETAIL. LEVEL L1 60' - 4"

SEISMIC CLIPS, SEE STRUCTURAL DETAILS S3.01; PROVIDE 2-HR SPRAY-APPLIED FIREPROOFING

STEEL BEAM

27.9 EJ.2 28.1

SEE STRUCTURAL FOR CMU WALL REQUIREMENTS PROVIDE FIRE RESISTIVE JOINT SYSTEM AT FLUTES OF METAL DECK

SEE STRUCTURAL DETAIL SSK-D FOR DECK CLOSURE

PRESSURIZATION DUCT 16" x 62"; MAINTAIN REQ'D CLEARANCE, CONSULT ARCHITECT W/ ANY DISCREPANCIES

2 A5.05A

STAIR SIDE

SEE STRUCTURAL SSK-A, SIM. POUR STOP LEVEL L2 82' - 4"

3 A5.05A

CMU WALL

STAIR 15 DETAIL

PROVIDENCE PLACE RENOVATIONS

C

STAIR 15 STEEL BEAM DETAIL

5

1" = 1'-0"

6

1" = 1'-0"

KEY PLAN (LEVEL 1 STAIR 15) 1/4" = 1'-0"

1 PROVIDENCE PLACE PROVIDENCE, RI 02903

B

C

B

C

3

27

2

A5.05A

27.9 EJ.2 28.1

A5.05A 15' - 10"

CL STEEL

PROPOSED SLAB; SEE STRUCTURAL

SEE STRUCTURAL DETAIL SSK-A

SEE STRUCTURAL DETAIL SSK-E FOR SLAB CONNECTION

SEE DETAIL 4 / SKA 02.0 FOR FIREPROOFING AT STEEL BEAM

15'-5 1/4"

10'-11"

CL STEEL 3'-7 3/4"

CL STEEL

CL STEEL

SEE DETAIL 5 / A5.05A FOR FIREPROOFING AT STEEL BEAM

SEE STRUCTURAL DETAIL SSK-G FOR SLAB CONNECTION

LEVEL 3 104' - 4"

W21x55; SEE STRUCTURAL

W21x55; SEE STRUCTURAL CL STEEL

SEE STRUCTURAL DETAIL 4 / S3.02 FOR SLAB CONNECTION

20'-0"

LEVEL 3 104' - 4"

W21x55; SEE STRUCTURAL SEE DETAIL 5 / A5.05A FOR FIREPROOFING AT STEEL BEAM STEEL CL

STEEL CL

15'-5 1/4"

CL STEEL

STEEL CL 10'-11"

CL STEEL

C12x25

W21x55; SEE STRUCTURAL SEE DETAIL 5 / A5.05A FOR FIREPROOFING AT STEEL BEAM

3'-7 3/4"

CLARIFICATION SKETCH

12' - 8"

CL STEEL

LEVEL 3 104' - 4"

W10x12 BEYOND

EXISTING W27x84 W/ NEW PLATES; SEE STRUCTURAL

GWB BEYOND; SEE DTL. 5 / SKA 02.0 EXISTING W36x182 W/ NEW PLATES; SEE STRUCTURAL

SEE DETAIL 5 / A5.05A FOR FIREPROOFING AT STEEL BEAM

SEE DETAIL 5 / A5.05A FOR FIREPROOFING AT STEEL BEAM PROPOSED SLAB; SEE STRUCTURAL

CONTINUOUS CMU WALL FROM L2 TO L3

CONTINUOUS CMU WALL FROM L2 TO L3

SEE STRUCTURAL DETAIL SSK-D FOR SLAB CONNECTION

STEELCL

SEE STRUCTURAL DETAIL SSK-E FOR SLAB CONNECTION

SEE DETAIL 4 / A5.05A FOR FIREPROOFING AT STEEL BEAM LEVEL 2.5 93' - 4" W21x48; SEE STRUCTURAL

W21x48; SEE STRUCTURAL

CL STEEL

CL STEEL

15'-5 1/4"

10'-11"

SEE STRUCTURAL DETAIL SSK-E FOR SLAB CONNECTION

STEEL CL

CL STEEL

3'-7 3/4"

SEE DETAIL 5 / A5.05A FOR FIREPROOFING AT STEEL BEAM

CL STEEL

STEEL CL

15'-5 1/4"

10'-11"

CL STEEL

SEE DETAIL 5 / A5.05A FOR FIREPROOFING AT STEEL BEAM

SEE STRUCTURAL DETAIL SSK-C, SIM. FOR SLAB CONNECTION

PLATE AND HANGER; SEE STRUCTURAL

LEVEL 2.5 93' - 4" W21x48; SEE STRUCTURAL

W21x48; SEE STRUCTURAL

SEE DETAIL 5 / A5.05A FOR FIREPROOFING AT STEEL BEAM

W18x45; SEE STRUCTURAL

C12x25

PROPOSED W21x48 BEYOND; SEE STRUCTURAL

LEVEL 2.5 93' - 4"

W10x12 BEYOND

W18x45; SEE STRUCTURAL

GWB BEYOND; SEE DTL. 5 / SKA 02.0

SEE DETAIL 5 / A5.05A FOR FIREPROOFING AT STEEL BEAM

SEE DETAIL 5 / A5.05A FOR FIREPROOFING AT STEEL BEAM

3'-7 3/4"

PROPOSED SLAB; SEE STRUCTURAL

SEE DETAIL 4 / A5.05A FOR FIREPROOFING AT STEEL BEAM

15'-4 1/4"

11'-0"

CL STEEL 3'-7 3/4"

SEE DETAIL 5 / A5.05A FOR FIREPROOFING AT STEEL BEAM

CL STEEL

STEELCL

SEE DETAIL 5 / A5.05A FOR FIREPROOFING AT STEEL BEAM STEELCL

15'-4 1/4"

CONTINUOUS CMU WALL FROM L1 TO L2

11'-0"

CLSTEEL 3'-7 3/4"

10'-11"

SEE STRUCTURAL DETAIL SSK-E FOR SLAB CONNECTION

7 5/8"

9' - 8" CLEAR

W21x48; SEE STRUCTURAL

7 5/8" 2' - 3" 7 5/8" 9" CLEAR

CL STEEL

STEEL CL

15'-5 1/4"

3'-7 3/4"

10'-11"

CL STEEL

CL STEEL 3'-7 3/4"

CL STEEL

SEE STRUCTURAL DETAIL 4 / S3.02 FOR SLAB CONNECTION

STEEL CL

W10X12 BEYOND; SEE STRUCTURAL

W24x76; ; SEE STRUCTURAL SEE DETAIL 5 / A5.05A FOR FIREPROOFING AT STEEL BEAM

CL STEEL

STEEL CL

15'-4 3/4"

W21x48; SEE STRUCTURAL EXISTING W33x118; SEE STRUCTURAL SEE DETAIL 5 / A5.05A FOR FIREPROOFING AT STEEL BEAM

10'-11 1/2"

3'-7 3/4"

SEE DETAIL 5 / A5.05A FOR FIREPROOFING AT STEEL BEAM

SEE STRUCTURAL DETAIL SSK-D FOR SLAB CONNECTION

SEE STRUCTURAL DETAIL 4 / S3.02 FOR SLAB CONNECTION

STEELCL

15'-6"

W18x40; SEE STRUCTURAL

10'-9 1/4"

CL STEEL 3'-8 3/4"

SEE DETAIL 5 / A5.05A FOR FIREPROOFING AT STEEL BEAM STEEL CL

CLSTEEL

15'-6"

STEEL CL

10'-9 1/4"

CL STEEL 3'-8 3/4"

LEVEL P2 38' - 4"

7/11/2016 5:28:13 PM

CL

7 5/8" NEW CMU WALL

9' - 8" CLEAR

7 5/8"

CLSTEEL

C12x25

STAIR 15 CROSS SECTION 1 P2 - L3 1/4" = 1'-0"

William Toohey III BSA 2017 / M.Arch 2018

Description

LEVEL L1 60' - 4"

W10x12 BEYOND

EXISTING W21x73

GWB BEYOND; SEE DTL. 5 / SKA 02.0

SEISMIC CLIPS; SEE STRUCTURAL DRAWING S3.01

SEE DETAIL 5 / A5.05A FOR FIREPROOFING AT STEEL BEAM

PROPOSED W24x76 BEYOND; SEE STRUCTURAL SEE DETAIL 5 / A5.05A FOR FIREPROOFING AT STEEL BEAM

PROPOSED SLAB; SEE STRUCTURAL

PROPOSED SLAB; SEE STRUCTURAL

W18x40; SEE STRUCTURAL EXISTING W33x130; SEE STRUCTURAL SEE DETAIL 5 / A5.05A FOR FIREPROOFING AT STEEL BEAM

4" HIGH CURB SLAB TO ALIGN WITH T/O STAIR LANDING; SEE ARCHITECTURAL PLANS FOR CURB EXTENTS SEE STRUCTURAL DETAIL SSK-A

LEVEL P3 49' - 4"

PROPOSED W21x44 BEYOND SEE STRUCTURAL

W24x117

C12x25

EXISTING W21x44

GWB BEYOND; SEE DTL. 5 / SKA 02.0

PROPOSED W24x162; SEE STRUCTURAL SEE DETAIL 5 / A5.05A FOR FIREPROOFING AT STEEL BEAM

SEE DETAIL 5 / A5.05A FOR FIREPROOFING AT STEEL BEAM

CL

CL 3' - 0 1/4"

3' - 7 5/8"

9' - 8" CLEAR

STEEL CL 1' - 0 3/8"

2

STAIR 15 CROSS SECTION 2 P2 - L3 1/4" = 1'-0"

STAIR 15 SECTIONS

7 5/8"

30' - 0"

NEW CMU WALL

Drawing Title

LEVEL P2 38' - 4"

30'-0"

3

Date

SEE STRUCTURAL DETAIL SSK-B FOR SLAB CONNECTION

SEE STRUCTURAL DETAIL SSK-A1 FOR SLAB CONNECTION

LEVEL P2 38' - 4" 7 5/8"

15' - 5 1/8"

No.

EXISTING W21x101

SEE STRUCTURAL DETAIL 2/S2.01 FOR SLAB CONNECTION

LEVEL P3 49' - 4" W21x44; SEE STRUCTURAL

EXISTING W33x130; SEE STRUCTURAL CLSTEEL

Revisions

LEVEL 1.5 71' - 4"

PROPOSED SLAB TO ALIGN WITH CURB

SEE STRUCTURAL DETAIL 4 / S3.02 FOR SLAB CONNECTION

LEVEL P3 49' - 4" W21x44; SEE STRUCTURAL SEE DETAIL 5 / A5.05A FOR FIREPROOFING AT STEEL BEAM

NCM 07/11/2016

SEE DETAIL 5 / A5.05A FOR FIREPROOFING AT STEEL BEAM

LEVEL L1 60' - 4"

EXISTING W33x118; SEE STRUCTURAL

10'-11 1/2"

WT

Issue date

PROPOSED SLAB; SEE STRUCTURAL

SEE STRUCTURAL DETAIL SSK-F FOR SLAB CONNECTION

W21x48; SEE STRUCTURAL

STEEL CL

15065

W10x12 BEYOND

GWB BEYOND; SEE DTL. 5 / SKA 02.0

16" x 62" VERTICAL DUCTWORK FROM L1 TO L3; SEE MECHANICAL DRAWINGS

SEE STRUCTURAL DETAIL 4 / S3.02 FOR SLAB CONNECTION

W24x76; ; SEE STRUCTURAL SEE DETAIL 5 / A5.05A FOR FIREPROOFING AT STEEL BEAM

C12x25

W24x55; SEE STRUCTURAL PROPOSED W21x48 BEYOND; SEE STRUCTURAL SEE DETAIL 5 / A5.05A FOR FIREPROOFING AT STEEL BEAM

3'-7 3/4"

LEVEL L1 60' - 4"

15'-4 3/4"

SEE DETAIL 5 / A5.05A FOR FIREPROOFING AT STEEL BEAM

PRESSURIZATION SHAFT

SEE STRUCTURAL DETAIL SSK-D FOR SLAB CONNECTION

Author Checker

LEVEL 1.5 71' - 4" SEE DETAIL 5 / A5.05A FOR FIREPROOFING AT STEEL BEAM

Project Number

SEE STRUCTURAL DETAIL SSK-C1 FOR SLAB CONNECTION

W21x48; SEE STRUCTURAL STEEL CL

CL STEEL

EXISTING W21x83 W/ NEW PLATES; SEE STRUCTURAL SEE DETAIL 5 / A5.05A FOR FIREPROOFING AT STEEL BEAM

PROPOSED SLAB; SEE STRUCTURAL

SEE STRUCTURAL DETAIL SSK-E FOR SLAB CONNECTION

SEE DETAIL 4 / A5.05A FOR FIREPROOFING AT STEEL BEAM

W21x48 CL STEEL

STEEL CL

15'-5 1/4"

STEELCL

PROPOSED W27x84 BEYOND; SEE STRUCTURAL SEE DETAIL 5 / A5.05A FOR FIREPROOFING AT STEEL BEAM

CLSTEEL

LEVEL 1.5 71' - 4" W21x4; SEE STRUCTURAL SEE DETAIL 5 / A5.05A FOR FIREPROOFING AT STEEL BEAM

C12x25 W10x12 BEYOND GWB BEYOND; SEE DTL. 5 / SKA 02.0

EXISTING W21x101 W/ NEW PLATES; SEE STRUCTURAL

CONTINUOUS CMU WALL FROM L1 TO L2

SEE STRUCTURAL DETAIL SSK-D FOR SLAB CONNECTION

STEELCL

4" HIGH CURB SLAB TO ALIGN WITH T/O STAIR LANDING; SEE ARCHITECTURAL PLANS FOR CURB EXTENTS LEVEL L2 82' - 4"

LEVEL L2 82' - 4" W21x48; SEE STRUCTURAL

W27x84; SEE STRUCTURAL

EXISTING W30x116; SEE STRUCTURAL

STEELCL

SEE STRUCTURAL DETAIL 4 / S3.02 FOR SLAB CONNECTION

SEE STRUCTURAL DETAIL SSK-F FOR SLAB CONNECTION SIMILAR TO DETAIL 3/S3.02

LEVEL L2 82' - 4" W21x48; SEE STRUCTURAL

W27x84; SEE STRUCTURAL SEE DETAIL 5 / A5.05A FOR FIREPROOFING AT STEEL BEAM STEEL CL

SEE STRUCTURAL DETAIL SSK-B FOR SLAB CONNECTION

SEE STRUCTURAL DETAIL SSK-A, SIM.

SEE STRUCTURAL DETAIL SSK-A FOR SLAB CONNECTION SIMILAR TO DETAIL 3/S3.02

1

CL STEEL

25' - 4" CLEAR 7 5/8" NEW CMU WALL

STAIR 15 LONG SECTION P2 - L3 1/4" = 1'-0"

Wentworth Institute of Technology College of Architecture, Design & Construction Management

28'-6"

7 5/8" NEW CMU WALL

10 3/8"

SCALE

As indicated

Drawing Number

A5.05A

williamtooheyiii.com +1 603.973.9152

WTIII

William Toohey III BSA 2017 / M.Arch 2018

GENSLER

Wentworth Institute of Technology College of Architecture, Design & Construction Management

WORK SAMPLES

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WTIII

GENSLER

WORK SAMPLES

PREMIUM LOBBIES & TICKET QUEUING TD Garden Boston

PREMIUM LOBBY GARAGE ENTRY TD Garden Boston

CONCEPTUAL SKETCHING Pre-Design for Phase 3 Premium Lobby Ticket Entry & General Ticket Office

William Toohey III BSA 2017 / M.Arch 2018

Wentworth Institute of Technology College of Architecture, Design & Construction Management

williamtooheyiii.com +1 603.973.9152