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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
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VISUALIZATION
GENSLER Urban Gondola
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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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WTIII
ANIMATION
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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
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William Toohey III BSA 2017 / M.Arch 2018
HAND DRAWING
Wentworth Institute of Technology College of Architecture, Design & Construction Management
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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
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SITE PLAN
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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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© 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
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WTIII
William Toohey III BSA 2017 / M.Arch 2018
GENSLER
Wentworth Institute of Technology College of Architecture, Design & Construction Management
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GENSLER
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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