ryan martin | work samples | 2014
DESCRIPTION
Ryan Martin | Work Samples | 2014TRANSCRIPT
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Arch i tec ture + Des i gn
Work Samp les
Ryan Martin
Master of Architecture 2012 | Boston Architectural CollegeBachelor of Environmental Design in Architecture 2004 | University of Colorado
cellphone + 1 .303 .808 .1462 | e-mail martinr2736 @ gmail.com | website www.issuu.com/ryanmartin8
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Ell Hall Renovation | Northeastern University | Boston, MA
745 Atlantic Avenue Lobby Renovation | Boston, MA
New Marine Science Center | Masters Thesis Project | Nahant, MA
Biogen Corporate Headquarters Buildings | Cambridge, MA
Brockton Neighborhood Health Center Addition | Brockton, MA
Dartmouth Dining Hall Renovation | Hanover, NH
Mies van der Rohe Foundation Building | Undergraduate Studio | Barcelona, Spain
14 12 10 08 06 04 02 00 Order
3
7
2
1
4
5
6
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Ell Hall Renovation | Northeastern University | Boston, MA
745 Atlantic Avenue Lobby Renovation | Boston, MA
New Marine Science Center | Masters Thesis Project | Nahant, MA
Biogen Corporate Headquarters Buildings | Cambridge, MA
Brockton Neighborhood Health Center Addition | Brockton, MA
Dartmouth Dining Hall Renovation | Hanover, NH
Mies van der Rohe Foundation Building | Undergraduate Studio | Barcelona, Spain
14 12 10 08 06 04 02 00 Order
3
7
2
1
4
5
6
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Corporate Headquarters BuildingsBiogen Idec, Inc.
Location: Cambridge, MassachusettsScope: 495,000 SFCompletion Date: Fall 2013
Project Description:*An interior fitout of two new buildings in the heart of Bostons biotech neighborhood
*See Appendix for an in-depth project description
Design Includes:Building Information Modeling, Conceptual design to allow users adaptable spaces,
SPAGNOLOGISNESS
200 high street | boston, ma 02110t.617.443.0680 | f.617.443.0689 | www.sga-arch.com
&Associates, Inc.
225 Binney Street, Cambridge, Massachusetts
1 Building Axon - South West 2 Building Axon - South East
3 Building Axon - North East 4 Building Axon - North West
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Corporate Headquarters BuildingsBiogen Idec, Inc.
Location: Cambridge, MassachusettsScope: 495,000 SFCompletion Date: Fall 2013
Project Description:*An interior fitout of two new buildings in the heart of Bostons biotech neighborhood
*See Appendix for an in-depth project description
Design Includes:Building Information Modeling, Conceptual design to allow users adaptable spaces,
SPAGNOLOGISNESS
200 high street | boston, ma 02110t.617.443.0680 | f.617.443.0689 | www.sga-arch.com
&Associates, Inc.
225 Binney Street, Cambridge, Massachusetts
1 Building Axon - South West 2 Building Axon - South East
3 Building Axon - North East 4 Building Axon - North West
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48' - 8"
50' - 0"
42' - 0"
24' - 0"
44' - 1"
32' - 0"
51' - 6"
26' - 0"
28' - 6"
39' - 6"
48' - 6"
15' - 6"
17' - 6"
50' - 0"
63' - 6"
13' - 0"
22' - 11"
11' - 6"
33' - 0"
12' - 11"
6' - 6"
24' - 0"
24' - 6"
21' - 0"
11' - 8"
9' - 6"
15' - 5"
53' - 2"59' - 6"
17' - 0"
22' - 0"
39' - 6"
45' - 6"
17' - 0"
15' - 6"
48' - 6"
41' - 0"
11' - 6"
32' - 0"
22' - 0"
36' - 6"
17' - 6"4' - 0"
28' - 6"
8' - 0"
4' - 6"29' - 6"
5' - 6"
32' - 6"6' - 0"53' - 0"58' - 6"40' - 10"37' - 6"
72' - 0"21' - 6"
15' - 8"35' - 11"
4' - 7"
39' - 7"
30' - 6"16' - 0"
44' - 11"
45' - 6"
12' - 0" 16' - 8"
35' - 10"
28' - 0"
36' - 7"
27' - 10"
27' - 3"
35' - 4"
14' - 6"
11' - 9"
5' - 11" 15' - 9"
38' - 3"
28' - 6"
42' - 10"
44' - 7"
45' - 6"
30' - 0"
17' - 6" 19' - 0"
19' - 0"
21' - 0"
28' - 3"15' - 0"
40' - 0"
8' - 5"
28' - 6"
45' - 6"
30' - 5"
18' - 0"
84' - 6"
35' - 6"
17' - 3"
6' - 9"
30' - 6"
12' - 8"
45' - 6"
33' - 6"
30' - 6"
20' - 0"
28' - 4"
14' - 6"
8' - 0"
15' - 0"
4' - 6"
6' - 0"
80' - 11"
11' - 6"
6' - 6"
45' - 6"29' - 0"
27' - 5"
54' - 1"
6' - 7"
19' - 4"
6' - 11"
67' - 7"
13' - 11"
21' - 10"
21' - 3"13' - 6"
55' - 6"
25' - 4"
22' - 6"
31' - 7"
12' - 6"30' - 6"
2' - 0"
22' - 8"
64' - 6"
0 ' 16 ' 32 ' 48 '
Description: No: By: Date:
CONSTRUCTIONDOCUMENTS
01.13.12
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32' - 9"
40' - 5"
15' - 1"
27' - 6"
65' - 4"
45' - 3"
30' - 6"
18' - 0"
44' - 6"
18' - 2"
30' - 3"
12' - 4"
13' - 7" 25' - 4"
50' - 7"
23' - 9"
14' - 3"11' - 0"
14' - 6"
29' - 7" 29' - 7"
36' - 0"
44' - 6"
17' - 4"
52' - 10"
24' - 6"
30' - 0"
36' - 3"
45' - 0"
30' - 4"
15' - 8"
30' - 7"
45' - 0"
16' - 6"
30' - 4"
15' - 11" 15' - 1"
30' - 6"
44' - 6" 30' - 6"
30' - 3"
10' - 8"
29' - 10"45' - 0"
22' - 1"
23' - 8"
80' - 3"
24' - 11"22' - 5"
2' - 6"
53' - 4"
26' - 11"
21' - 3"
9' - 8"8' - 5"
12' - 1"14' - 8"
61' - 0"
18' - 8"
23' - 10"
53' - 3"
23' - 9"
15' - 6"2' - 10"
26' - 5"
24' - 0"
21' - 4"
30' - 4"
15' - 11" 15' - 1"
15' - 8"
24' - 7"
45' - 0"
55' - 11"43' - 10"
52' - 10"50' - 7"
16' - 6"
12' - 1"
45' - 0"
30' - 7"
45' - 0"
15' - 10"
29' - 9"
36' - 3"
29' - 7"
36' - 0"
14' - 6"
23' - 9"
44' - 6"
14' - 3"
11' - 0"
30' - 6"
18' - 2"
17' - 4"
44' - 6"
45' - 3"
18' - 0"
65' - 4"
27' - 6"
32' - 9"
15' - 1"
40' - 5"
30' - 3"
23' - 10"
18' - 8"
61' - 0"
21' - 4"
45' - 0" 29' - 10"
24' - 11"22' - 5"
2' - 6"
80' - 3"
23' - 8"
22' - 1"
21' - 2"
14' - 2"
8' - 5" 9' - 8"
40' - 2"
39' - 6"
44' - 6" 30' - 7"
21' - 8"
40' - 8"
39' - 7"
2' - 9"
0 ' 16 ' 32 ' 48 '
Description: No: By: Date:
CONSTRUCTIONDOCUMENTS
01.13.12
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18' - 0"
30' - 6"
18' - 2"
56' - 1"
45' - 3"
44' - 6"
30' - 3"17' - 4"
13' - 7"
12' - 4"
25' - 4"
10' - 8"
30' - 6"
24' - 7"
30' - 4"
15' - 11"
14' - 3"
13' - 10"
12' - 6"
27' - 6"
42' - 5"
52' - 9"50' - 0"
23' - 9"
5' - 6"
29' - 9" 29' - 9"
8' - 5" 9' - 8"
36' - 3"
15' - 10"
45' - 0"
30' - 4"
12' - 1"
15' - 8"
29' - 10"
15' - 1"
30' - 7"
45' - 0"
52' - 10"50' - 7"
44' - 6" 30' - 7"
61' - 0"
30' - 3"
21' - 6"
20' - 11"
9' - 3"
26' - 5"
23' - 4"
21' - 11"
2' - 9"
52' - 9"
21' - 2"
26' - 11"
14' - 8"
22' - 5" 24' - 11"
23' - 8"
22' - 1"
16' - 6"
14' - 2"
22' - 5"
2' - 6"
53' - 4"
80' - 3"
18' - 0"
30' - 6"
18' - 2"
23' - 9"
45' - 3"17' - 4"
30' - 3"
10' - 7"
44' - 6"
14' - 0"
30' - 8"
7' - 0"
10' - 0"
10' - 6"
16' - 2"
29' - 10"
15' - 8"
16' - 6"
45' - 0"
47' - 8"
35' - 0"
25' - 4"13' - 7"
44' - 6"
14' - 3"
11' - 0"
32' - 9"
15' - 1"
29' - 7"
36' - 0"
29' - 9"
9' - 8"8' - 5"
50' - 7" 52' - 10"
45' - 0"
12' - 1"
45' - 0"
15' - 10"
30' - 7"
14' - 6"
44' - 6" 30' - 7"
21' - 4"
21' - 7"
26' - 5"
79' - 8"
30' - 3"
2' - 9"
23' - 10"
2' - 10" 15' - 6" 14' - 2"
36' - 3"
22' - 5" 24' - 11"
80' - 3"
26' - 11"
53' - 4"
2' - 6"
23' - 8"
21' - 0"
30' - 5"
0 ' 16 ' 32 ' 48 '
Description: No: By: Date:
CONSTRUCTIONDOCUMENTS
01.13.12
Ground Level Level 3 Level 5
Level 2 Level 4 Level 6
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48' - 8"
50' - 0"
42' - 0"
24' - 0"
44' - 1"
32' - 0"
51' - 6"
26' - 0"
28' - 6"
39' - 6"
48' - 6"
15' - 6"
17' - 6"
50' - 0"
63' - 6"
13' - 0"
22' - 11"
11' - 6"
33' - 0"
12' - 11"
6' - 6"
24' - 0"
24' - 6"
21' - 0"
11' - 8"
9' - 6"
15' - 5"
53' - 2"59' - 6"
17' - 0"
22' - 0"
39' - 6"
45' - 6"
17' - 0"
15' - 6"
48' - 6"
41' - 0"
11' - 6"
32' - 0"
22' - 0"
36' - 6"
17' - 6"4' - 0"
28' - 6"
8' - 0"
4' - 6"29' - 6"
5' - 6"
32' - 6"6' - 0"53' - 0"58' - 6"40' - 10"37' - 6"
72' - 0"21' - 6"
15' - 8"35' - 11"
4' - 7"
39' - 7"
30' - 6"16' - 0"
44' - 11"
45' - 6"
12' - 0" 16' - 8"
35' - 10"
28' - 0"
36' - 7"
27' - 10"
27' - 3"
35' - 4"
14' - 6"
11' - 9"
5' - 11" 15' - 9"
38' - 3"
28' - 6"
42' - 10"
44' - 7"
45' - 6"
30' - 0"
17' - 6" 19' - 0"
19' - 0"
21' - 0"
28' - 3"15' - 0"
40' - 0"
8' - 5"
28' - 6"
45' - 6"
30' - 5"
18' - 0"
84' - 6"
35' - 6"
17' - 3"
6' - 9"
30' - 6"
12' - 8"
45' - 6"
33' - 6"
30' - 6"
20' - 0"
28' - 4"
14' - 6"
8' - 0"
15' - 0"
4' - 6"
6' - 0"
80' - 11"
11' - 6"
6' - 6"
45' - 6"29' - 0"
27' - 5"
54' - 1"
6' - 7"
19' - 4"
6' - 11"
67' - 7"
13' - 11"
21' - 10"
21' - 3"13' - 6"
55' - 6"
25' - 4"
22' - 6"
31' - 7"
12' - 6"30' - 6"
2' - 0"
22' - 8"
64' - 6"
0 ' 16 ' 32 ' 48 '
Description: No: By: Date:
CONSTRUCTIONDOCUMENTS
01.13.12
UP
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32' - 9"
40' - 5"
15' - 1"
27' - 6"
65' - 4"
45' - 3"
30' - 6"
18' - 0"
44' - 6"
18' - 2"
30' - 3"
12' - 4"
13' - 7" 25' - 4"
50' - 7"
23' - 9"
14' - 3"11' - 0"
14' - 6"
29' - 7" 29' - 7"
36' - 0"
44' - 6"
17' - 4"
52' - 10"
24' - 6"
30' - 0"
36' - 3"
45' - 0"
30' - 4"
15' - 8"
30' - 7"
45' - 0"
16' - 6"
30' - 4"
15' - 11" 15' - 1"
30' - 6"
44' - 6" 30' - 6"
30' - 3"
10' - 8"
29' - 10"45' - 0"
22' - 1"
23' - 8"
80' - 3"
24' - 11"22' - 5"
2' - 6"
53' - 4"
26' - 11"
21' - 3"
9' - 8"8' - 5"
12' - 1"14' - 8"
61' - 0"
18' - 8"
23' - 10"
53' - 3"
23' - 9"
15' - 6"2' - 10"
26' - 5"
24' - 0"
21' - 4"
30' - 4"
15' - 11" 15' - 1"
15' - 8"
24' - 7"
45' - 0"
55' - 11"43' - 10"
52' - 10"50' - 7"
16' - 6"
12' - 1"
45' - 0"
30' - 7"
45' - 0"
15' - 10"
29' - 9"
36' - 3"
29' - 7"
36' - 0"
14' - 6"
23' - 9"
44' - 6"
14' - 3"
11' - 0"
30' - 6"
18' - 2"
17' - 4"
44' - 6"
45' - 3"
18' - 0"
65' - 4"
27' - 6"
32' - 9"
15' - 1"
40' - 5"
30' - 3"
23' - 10"
18' - 8"
61' - 0"
21' - 4"
45' - 0" 29' - 10"
24' - 11"22' - 5"
2' - 6"
80' - 3"
23' - 8"
22' - 1"
21' - 2"
14' - 2"
8' - 5" 9' - 8"
40' - 2"
39' - 6"
44' - 6" 30' - 7"
21' - 8"
40' - 8"
39' - 7"
2' - 9"
0 ' 16 ' 32 ' 48 '
Description: No: By: Date:
CONSTRUCTIONDOCUMENTS
01.13.12
UP
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18' - 0"
30' - 6"
18' - 2"
56' - 1"
45' - 3"
44' - 6"
30' - 3"17' - 4"
13' - 7"
12' - 4"
25' - 4"
10' - 8"
30' - 6"
24' - 7"
30' - 4"
15' - 11"
14' - 3"
13' - 10"
12' - 6"
27' - 6"
42' - 5"
52' - 9"50' - 0"
23' - 9"
5' - 6"
29' - 9" 29' - 9"
8' - 5" 9' - 8"
36' - 3"
15' - 10"
45' - 0"
30' - 4"
12' - 1"
15' - 8"
29' - 10"
15' - 1"
30' - 7"
45' - 0"
52' - 10"50' - 7"
44' - 6" 30' - 7"
61' - 0"
30' - 3"
21' - 6"
20' - 11"
9' - 3"
26' - 5"
23' - 4"
21' - 11"
2' - 9"
52' - 9"
21' - 2"
26' - 11"
14' - 8"
22' - 5" 24' - 11"
23' - 8"
22' - 1"
16' - 6"
14' - 2"
22' - 5"
2' - 6"
53' - 4"
80' - 3"
18' - 0"
30' - 6"
18' - 2"
23' - 9"
45' - 3"17' - 4"
30' - 3"
10' - 7"
44' - 6"
14' - 0"
30' - 8"
7' - 0"
10' - 0"
10' - 6"
16' - 2"
29' - 10"
15' - 8"
16' - 6"
45' - 0"
47' - 8"
35' - 0"
25' - 4"13' - 7"
44' - 6"
14' - 3"
11' - 0"
32' - 9"
15' - 1"
29' - 7"
36' - 0"
29' - 9"
9' - 8"8' - 5"
50' - 7" 52' - 10"
45' - 0"
12' - 1"
45' - 0"
15' - 10"
30' - 7"
14' - 6"
44' - 6" 30' - 7"
21' - 4"
21' - 7"
26' - 5"
79' - 8"
30' - 3"
2' - 9"
23' - 10"
2' - 10" 15' - 6" 14' - 2"
36' - 3"
22' - 5" 24' - 11"
80' - 3"
26' - 11"
53' - 4"
2' - 6"
23' - 8"
21' - 0"
30' - 5"
0 ' 16 ' 32 ' 48 '
Description: No: By: Date:
CONSTRUCTIONDOCUMENTS
01.13.12
Ground Level Level 3 Level 5
Level 2 Level 4 Level 6
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Typical Canteen Space (above)
Workstations and Huddle Rooms (above) Winter Garden (opposite)
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Typical Canteen Space (above)
Workstations and Huddle Rooms (above) Winter Garden (opposite)
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42" AFF42" AFF
Biogen Idec as the client was particularly interested in the configuration of the open-office work stations to not only maximize the quantity of seats, but to create an ideal layout for project team collaboration.
Above: schematic rendering of the open-office spaceBelow: photograph of the finished office layout
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42" AFF42" AFF
Biogen Idec as the client was particularly interested in the configuration of the open-office work stations to not only maximize the quantity of seats, but to create an ideal layout for project team collaboration.
Above: schematic rendering of the open-office spaceBelow: photograph of the finished office layout
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COPY
COPY
FEC
FEC
FEC
FEC
SCANNER
COPY
COPY
MM
I I
REFREFP
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Biogen - Building 9 - Level 5 - 1/14/13
Biogen Idec | Building Nine
Built in tandem with Biogen Idec Building One, this 195,000 square foot, 6-story building was programmed for Research & Development. The analogy used to describe the design of the two buildings was that of siblings: each with a nearly identical aesthetic, but functioning separately.
Above: Typical Floor Plan (Level 4 shown)
Upper Right: Rendering of Building Lobby
Lower Right: Photograph of Building Lobby
Drug Research & Development Operations Building
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COPY
COPY
FEC
FEC
FEC
FEC
SCANNER
COPY
COPY
MM
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REFREFP
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Biogen - Building 9 - Level 5 - 1/14/13
Biogen Idec | Building Nine
Built in tandem with Biogen Idec Building One, this 195,000 square foot, 6-story building was programmed for Research & Development. The analogy used to describe the design of the two buildings was that of siblings: each with a nearly identical aesthetic, but functioning separately.
Above: Typical Floor Plan (Level 4 shown)
Upper Right: Rendering of Building Lobby
Lower Right: Photograph of Building Lobby
Drug Research & Development Operations Building
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DW
360 SFToddler 1 360 SF
Toddler 2 360 SFToddler 3
360 SFToddler 4
430 SFInfant 1
438 SFInfant 2
438 SFInfant 3
430 SFInfant 4
787 SFPreschool 3
793 SFPreschool 2
767 SFPreschool 1
Director
Copy/File ReceptionTeacher Resource
MensWomens
Storage ITTall Tree
Child TransportBuggies
349 SFGalley
52 SFStorage
69 SFStorage
Car Seats/Strollers
Cribs
Food Prep
Act. Sink
Teacher
Stor.
Storage
Conference & Lecture
Testing Space
Massage
Stor.
TBD
Physicians
Exam Rm.
Office
Reception
Staff Workspace /Innoculations
Building 9 - Child Care Center 11.00460.05 06/04/12
Right: schematic layout of the proposed Child Care Center
Above: finished photographs of the child care spaces
Building Nine | Bright Horizons Child Care Center
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DW
360 SFToddler 1 360 SF
Toddler 2 360 SFToddler 3
360 SFToddler 4
430 SFInfant 1
438 SFInfant 2
438 SFInfant 3
430 SFInfant 4
787 SFPreschool 3
793 SFPreschool 2
767 SFPreschool 1
Director
Copy/File ReceptionTeacher Resource
MensWomens
Storage ITTall Tree
Child TransportBuggies
349 SFGalley
52 SFStorage
69 SFStorage
Car Seats/Strollers
Cribs
Food Prep
Act. Sink
Teacher
Stor.
Storage
Conference & Lecture
Testing Space
Massage
Stor.
TBD
Physicians
Exam Rm.
Office
Reception
Staff Workspace /Innoculations
Building 9 - Child Care Center 11.00460.05 06/04/12
Right: schematic layout of the proposed Child Care Center
Above: finished photographs of the child care spaces
Building Nine | Bright Horizons Child Care Center
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Above: construction photographs Above & opposite: photographs of finished spaces
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Above: construction photographs Above & opposite: photographs of finished spaces
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Marine Science Center | Northeastern University
Location: Nahant, MassachusettsScope: 25,000 SFCompletion Date: Spring 2012
Project Description:Using the concept of Weathering to formulate a design approach for the New Marine Science
Center in the tethered island of Nahant, MA.
Design Includes:Thesis Proposal, Research, Programming, Site Analysis, User Interviews, Schematic & Conceptual Design, Design Development, Scaled Drawings, Renderings, Physical Models
Masters Thesis Project | Boston Architectural College
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Marine Science Center | Northeastern University
Location: Nahant, MassachusettsScope: 25,000 SFCompletion Date: Spring 2012
Project Description:Using the concept of Weathering to formulate a design approach for the New Marine Science
Center in the tethered island of Nahant, MA.
Design Includes:Thesis Proposal, Research, Programming, Site Analysis, User Interviews, Schematic & Conceptual Design, Design Development, Scaled Drawings, Renderings, Physical Models
Masters Thesis Project | Boston Architectural College
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Nahant
Lynn
Boston
South Boston
Harbor IslandsRoxbury
Dorchester
North Quincy
Cambridge
SomervilleWinthrop
East Boston
RevereBroad Sound
Atlantic Ocean
Massachusetts Bay
Boston Harbor
Qiuncy Bay
Nahant Bay
LynnSwampscott
Nahant
Chelsea
Everett
Malden
Melrose
Saugus
6
5
4
3
2
1
N
100 feet
500 feet
4
5
6
3
2
1
Site AnalysisEast Point | Nahant, MA
The New England climate is often considered harsh on buildings and city infrastructure alike. Therefore the island of Nahant, vulnerably located in miles away from the coastline in the Boston Harbor is an appropriate venue to study the effects of weathering on a structure.
Site Sections
Panorama of chosen site
-
Nahant
Lynn
Boston
South Boston
Harbor IslandsRoxbury
Dorchester
North Quincy
Cambridge
SomervilleWinthrop
East Boston
RevereBroad Sound
Atlantic Ocean
Massachusetts Bay
Boston Harbor
Qiuncy Bay
Nahant Bay
LynnSwampscott
Nahant
Chelsea
Everett
Malden
Melrose
Saugus
6
5
4
3
2
1
N
100 feet
500 feet
4
5
6
3
2
1
Site AnalysisEast Point | Nahant, MA
The New England climate is often considered harsh on buildings and city infrastructure alike. Therefore the island of Nahant, vulnerably located in miles away from the coastline in the Boston Harbor is an appropriate venue to study the effects of weathering on a structure.
Site Sections
Panorama of chosen site
-
Classrooms 5000 Educational Spaces 5000
Laboratory Space 4000
Live animal areas 4000Endangered Animal Clinic na
Live animal areas 4000Injured Animal (Medical Suite) na
Live animal areas 4000
Live Animal Habitat na
Live animal areas 4000
Administration Offices 1500
Office 4000Faculty Offices 2500
Office 4000Parking na
Office 4000
Boat Dock na
Office 4000
Lobby 1200
Public Spaces 4700Seminar Space 1500 Public Spaces 4700
Event Space / Lectures 2000
Public Spaces 4700
Library (digital books) 2000 Research 2000
Janitor Closets 150
Utilities 850Hydroelectric Power 300 Utilities 850
Toilet Rooms
TOTAL
400
Utilities 850
20550
4%10%
23%
19%19%
24%
Percentage Pie Chart
Educational Spaces Live animal areas OfficePublic Spaces Research Utilities
PROGRAM USE DIAGRAM
Students - The majority of the facility is used by graduate and PhD Students of the North-eastern Marine Science Program. They have unlimited access to these laboratories at all hours, but the classes are typically from 8 a.m. to 3 p.m.
Faculty - ...
Staff - ...
Visitors - ...
Residents - ...
Overall - ...
8 a.m.
Midnight
Noon
6 a.m.6 p.m.
3 p.m.
7 a.m.5 p.m.
8 a.m.5 p.m.
10 a.m.
8 p.m.
10 a.m.
4 p.m.
Concept Model 1 of 3 EXPERIENCE
SCALE: 1/32 = 1-0
50 100 150 200 2500
Concept Model 2 of 3 PERSEVERE
SCALE: 1/32 = 1-0
50 100 150 200 2500
Concept Model 3 of 3 CHANGE
SCALE: 1/32 = 1-0
50 100 150 200 2500
Concept Models - SECTIONS
EXPERIENCE
CHANGE
PERSEVERE
SCALE: 1/48 = 1-0
50 100 150 200 2500
Schematic Design
Program Use DiagramDerived from Scripps Marine Science Center Precedent
Adjacency Diagrams
-
Classrooms 5000 Educational Spaces 5000
Laboratory Space 4000
Live animal areas 4000Endangered Animal Clinic na
Live animal areas 4000Injured Animal (Medical Suite) na
Live animal areas 4000
Live Animal Habitat na
Live animal areas 4000
Administration Offices 1500
Office 4000Faculty Offices 2500
Office 4000Parking na
Office 4000
Boat Dock na
Office 4000
Lobby 1200
Public Spaces 4700Seminar Space 1500 Public Spaces 4700
Event Space / Lectures 2000
Public Spaces 4700
Library (digital books) 2000 Research 2000
Janitor Closets 150
Utilities 850Hydroelectric Power 300 Utilities 850
Toilet Rooms
TOTAL
400
Utilities 850
20550
4%10%
23%
19%19%
24%
Percentage Pie Chart
Educational Spaces Live animal areas OfficePublic Spaces Research Utilities
PROGRAM USE DIAGRAM
Students - The majority of the facility is used by graduate and PhD Students of the North-eastern Marine Science Program. They have unlimited access to these laboratories at all hours, but the classes are typically from 8 a.m. to 3 p.m.
Faculty - ...
Staff - ...
Visitors - ...
Residents - ...
Overall - ...
8 a.m.
Midnight
Noon
6 a.m.6 p.m.
3 p.m.
7 a.m.5 p.m.
8 a.m.5 p.m.
10 a.m.
8 p.m.
10 a.m.
4 p.m.
Concept Model 1 of 3 EXPERIENCE
SCALE: 1/32 = 1-0
50 100 150 200 2500
Concept Model 2 of 3 PERSEVERE
SCALE: 1/32 = 1-0
50 100 150 200 2500
Concept Model 3 of 3 CHANGE
SCALE: 1/32 = 1-0
50 100 150 200 2500
Concept Models - SECTIONS
EXPERIENCE
CHANGE
PERSEVERE
SCALE: 1/48 = 1-0
50 100 150 200 2500
Schematic Design
Program Use DiagramDerived from Scripps Marine Science Center Precedent
Adjacency Diagrams
-
Tadao Ando is most often recognized for his expert application of concrete as an elegant architectural finish while simultaneously exemplify-ing its structural capacity. His material choices throughout this project and other projects are not limited to polished concrete surfaces, but many times integrate other systems that work in harmony with concrete to add dynamism and contrast while still showcasing the many possible applications of his favorite material. In connecting Andos material usage to my topic of temporality, I aimed to show his use of con-crete as a long lasting and ageless expression of form. Because this building was erected as a recovery and responsive structure to the Japa-nese earthquake in 1995, it is naturally assertive in its message of strength and perseverance.
Frank Gehrys style is unmistakable in his remark-able use of undulating forms. For this design of a museum in Herford, Germany, he was even more inventive in his use of materials. What interested me most about this building is its use of brick in a non-traditional highly engineered fashion, rather than what it is typically used for. Even though this building is a decade old, enough time has passed to prove that this experiment has been fruitful in its efforts to envi-sion brick cladding in a revolutionary new way.
In relation to my thesis, the flow of the spaces is interesting to me in that the orthogonal and strait wall is challenged and therefore the space use is also challenged. Especially in a museum setting where users are invited to really explore and navigate the space, the MARTa is dynamic in relation to traditional circulation of spaces.
This corporate building in Moine Illinois was designed by Eero Saarinen to be a steel building made of a self-rusting Core Ten steel. At the time the use of this steel for architectural applica-tions was so revolutionary that it had yet to be attempted. Much of Saarinens reasoning for using the Core Ten Steel was the aesthetic of a nice reddish brown patina which blended nicely with the surrounding oak trees of the site.
In studying Saarinens Deere and Company building, it sets a standard for the way I can approach a material type and essentially redefine a less common or utterly unknown building material.
materialcase studiesThe precedent case studies in which I studied
use materials in a unique or dominant way. The three materials shown in these prec-edents are are steel, concrete and brick. The steel precedent was Eero Saarinens Deere & Company Headquarters building
that is made of a weathering steel frame. The concrete precedent was the Hyogo Prefectural Museum of Art
by Tadao Ando with its polished concrete and rough hune stone.
Lastly, for the brick precedent I chose Frank Gehrys MARTa
Herford Museum with its unique deconstructionist use
of brick. Each of these precedents are much
different from one another, therefore the spectrum of informa-
tion had a nice contrast in regards
to material use.
prefectoral art museum, hyogo japan marta herford musuem, germany john deere corporate headquarters, Il
Material Case Studies
-
Tadao Ando is most often recognized for his expert application of concrete as an elegant architectural finish while simultaneously exemplify-ing its structural capacity. His material choices throughout this project and other projects are not limited to polished concrete surfaces, but many times integrate other systems that work in harmony with concrete to add dynamism and contrast while still showcasing the many possible applications of his favorite material. In connecting Andos material usage to my topic of temporality, I aimed to show his use of con-crete as a long lasting and ageless expression of form. Because this building was erected as a recovery and responsive structure to the Japa-nese earthquake in 1995, it is naturally assertive in its message of strength and perseverance.
Frank Gehrys style is unmistakable in his remark-able use of undulating forms. For this design of a museum in Herford, Germany, he was even more inventive in his use of materials. What interested me most about this building is its use of brick in a non-traditional highly engineered fashion, rather than what it is typically used for. Even though this building is a decade old, enough time has passed to prove that this experiment has been fruitful in its efforts to envi-sion brick cladding in a revolutionary new way.
In relation to my thesis, the flow of the spaces is interesting to me in that the orthogonal and strait wall is challenged and therefore the space use is also challenged. Especially in a museum setting where users are invited to really explore and navigate the space, the MARTa is dynamic in relation to traditional circulation of spaces.
This corporate building in Moine Illinois was designed by Eero Saarinen to be a steel building made of a self-rusting Core Ten steel. At the time the use of this steel for architectural applica-tions was so revolutionary that it had yet to be attempted. Much of Saarinens reasoning for using the Core Ten Steel was the aesthetic of a nice reddish brown patina which blended nicely with the surrounding oak trees of the site.
In studying Saarinens Deere and Company building, it sets a standard for the way I can approach a material type and essentially redefine a less common or utterly unknown building material.
materialcase studiesThe precedent case studies in which I studied
use materials in a unique or dominant way. The three materials shown in these prec-edents are are steel, concrete and brick. The steel precedent was Eero Saarinens Deere & Company Headquarters building
that is made of a weathering steel frame. The concrete precedent was the Hyogo Prefectural Museum of Art
by Tadao Ando with its polished concrete and rough hune stone.
Lastly, for the brick precedent I chose Frank Gehrys MARTa
Herford Museum with its unique deconstructionist use
of brick. Each of these precedents are much
different from one another, therefore the spectrum of informa-
tion had a nice contrast in regards
to material use.
prefectoral art museum, hyogo japan marta herford musuem, germany john deere corporate headquarters, Il
Material Case Studies
-
Schematic Design
Site Path Axes Diagram Site Curvature & Edges Tadao Ando Prefectoral Art Museum Aesthetic Daniel Leibeskind Holocaust Museum Zigzag Aesthetic
Centrifugal Motion Site Slope SpineUnderground Safety Bunker Diagram
-
Schematic Design
Site Path Axes Diagram Site Curvature & Edges Tadao Ando Prefectoral Art Museum Aesthetic Daniel Leibeskind Holocaust Museum Zigzag Aesthetic
Centrifugal Motion Site Slope SpineUnderground Safety Bunker Diagram
-
1 2
3 4
1 4
5 6
1
1
1
3
6
6
4
4 5
12
3
4
3
46
Schematic Design
ZigzagSiteSite Model
Spine
Tadao Ando
-
1 2
3 4
1 4
5 6
1
1
1
3
6
6
4
4 5
12
3
4
3
46
Schematic Design
ZigzagSiteSite Model
Spine
Tadao Ando
-
Design Development
Level One Level Two
Incorporating successful elements of each of the three schemes, this design provided an experiential and functional approach for the users and included all of the major program elements for this Marine Science Center.
-
Design Development
Level One Level Two
Incorporating successful elements of each of the three schemes, this design provided an experiential and functional approach for the users and included all of the major program elements for this Marine Science Center.
-
UP
UP
REF.
REF.
REF.
REF.
UP
UP
Nursery
Vest.
ConferenceRoom
Office Library
Offices
Mech.
Stor.
The GrandFish Tank
Vest.
Rotunda
Amphetheater
ReceptionDesk
Lounge
CollaborativeAreas
ConferenceBooths
Guest ToiletRooms
Lecture &PerformanceAuditorium
Elev.
Men's &Women'sRoom &Shower
ToiletsMech.
"The Landing"
Loading Dock/ Storage
Meeting Rm
CoffeeKitchenette
Coats
Waiting Area
Toilets
InformationDesk
Lab Office
EntryVestibule
Elev.
Elev.
Offices
First FloorExhibit Space
Staging
Surgery
Recovery &Final Holding
Food,Medicine &
SampleStorage
Quarentine
Storage
Galley
Break Out /Lobby
Small Exhibits
The Patio
Faculty &Staff Offices
Laboratories
N
10' 50'
8
45
2
1
DN
DN
REF.
REF.
REF.
REF.
DN
UP
DN
DN
DN
Library
The GrandFish Tank
Break-outSpace
Classroom
Toilets
LargeSymposiumClassroom
Mech.
Classrooms
Indoor/OutdoorLaboratory
CollaborativeLearning
Classroom
Stairs
Laboratory
ProfessorLounge &
Shared Office
Roof Garden
The Pulpit
Break-OutStudentLounge
Stor.
Theatical /Lecture
Auditorium
Toilets
Stor.
Entry
The Spine
Server Rm.
LectureStaging Rm.
Vest.
Chair Storage
Exhibit Corner Elev.
Elev.
15'
Mech.
Laboratory
T&C StorageTouch Tank
Security andInformation
Desk
The Sand Bar
Shark Tank
CornerGarden
12'
Grand Lobby
Aquarium
EducationWing
GarageDoor
3
6
7
Doing the circulation diagrams and program zone diagrams shown above, a finessing and fine-tuning of the plan resulted in a more appropriate final design for the Marine Science Center.
Level One Level Two
Rays Ripples
Orthagonal
Polar Axis Polar Axis
Cartesian Axis
StripesCartesian Axis
Final Design
-
UP
UP
REF.
REF.
REF.
REF.
UP
UP
Nursery
Vest.
ConferenceRoom
Office Library
Offices
Mech.
Stor.
The GrandFish Tank
Vest.
Rotunda
Amphetheater
ReceptionDesk
Lounge
CollaborativeAreas
ConferenceBooths
Guest ToiletRooms
Lecture &PerformanceAuditorium
Elev.
Men's &Women'sRoom &Shower
ToiletsMech.
"The Landing"
Loading Dock/ Storage
Meeting Rm
CoffeeKitchenette
Coats
Waiting Area
Toilets
InformationDesk
Lab Office
EntryVestibule
Elev.
Elev.
Offices
First FloorExhibit Space
Staging
Surgery
Recovery &Final Holding
Food,Medicine &
SampleStorage
Quarentine
Storage
Galley
Break Out /Lobby
Small Exhibits
The Patio
Faculty &Staff Offices
Laboratories
N
10' 50'
8
45
2
1
DN
DN
REF.
REF.
REF.
REF.
DN
UP
DN
DN
DN
Library
The GrandFish Tank
Break-outSpace
Classroom
Toilets
LargeSymposiumClassroom
Mech.
Classrooms
Indoor/OutdoorLaboratory
CollaborativeLearning
Classroom
Stairs
Laboratory
ProfessorLounge &
Shared Office
Roof Garden
The Pulpit
Break-OutStudentLounge
Stor.
Theatical /Lecture
Auditorium
Toilets
Stor.
Entry
The Spine
Server Rm.
LectureStaging Rm.
Vest.
Chair Storage
Exhibit Corner Elev.
Elev.
15'
Mech.
Laboratory
T&C StorageTouch Tank
Security andInformation
Desk
The Sand Bar
Shark Tank
CornerGarden
12'
Grand Lobby
Aquarium
EducationWing
GarageDoor
3
6
7
Doing the circulation diagrams and program zone diagrams shown above, a finessing and fine-tuning of the plan resulted in a more appropriate final design for the Marine Science Center.
Level One Level Two
Rays Ripples
Orthagonal
Polar Axis Polar Axis
Cartesian Axis
StripesCartesian Axis
Final Design
-
VIGNETTES
1 2 3
5
9 10 11
6 7 8
4
Perspecives Vignettes
-
VIGNETTES
1 2 3
5
9 10 11
6 7 8
4
Perspecives Vignettes
-
SECT
ION1
SECT
ION
2
SECTION 3
LIMIT OF PHISICAL MODEL
SITE PLAN
EdwardLaboratory
MurphyBattery
NewParking
Lot
New England Centerfor Marine Sciences
N
Scale: 1/32" = 1' - 0"
10' 50' 100'
E
C
B
A
D
A B C D E
Site Plan
-
SECT
ION1
SECT
ION
2
SECTION 3
LIMIT OF PHISICAL MODEL
SITE PLAN
EdwardLaboratory
MurphyBattery
NewParking
Lot
New England Centerfor Marine Sciences
N
Scale: 1/32" = 1' - 0"
10' 50' 100'
E
C
B
A
D
A B C D E
Site Plan
-
Top Right: West Elevation
Left: Final Model
Others: Final Renderings
-
Top Right: West Elevation
Left: Final Model
Others: Final Renderings
-
Ell Hall - Third Floor Renovation
Location: Boston, MassachusettsScope: 2,900 SFCompletion Date: January 2014
Project Description:*Repurposing third floor faculty office suite into workstations for grad students, post-docs, and
visiting scholars workspaces,conference room, kitchenette, and student gathering areas
Design Includes:Exposing waffle-slab, partition demolition, systems partitions, storm windows, mechanical
Northeastern University
101
WN
DRAFTING SYMBOLS LEGEND:
DOOR TAG
WINDOW TAG
WALL TAG
ROOM TAG
ROOM NAMEROOM NUMBER
ROOM AREA
A101
1
SIMDETAIL SYMBOL
1
A101 SIM
SECTIONSYMBOL
SYMBOL TAILDIRECTION OF TAIL INDICATES VIEWINGDIRECTION OF SECTION OR DETAIL
SHEET ON WHICHSECTION IS DRAWN
SECTION NUMBER
DETAIL NUMBER
DRAWING TITLE
CENTERLINEINDICATION
COLUMN GRIDAND BUBBLE
A1.1
1
4 2
3
ELEVATION SYMBOLINTERIOR & EXTERIOR
REFER TO THIS DRAWINGID ON SHEET INDICATED
SHEET ON WHICHDETAIL IS DRAWN
0'-0" AFF SPOT ELEVATION
1 EQUIPMENT TAG
VIEWSCALE:
1
1i
ROOM TAG147
190 SF
1
ABV ABOVEACOUST ACOUSTICACPS ALUMINUM COMPOSITE PANEL SYSTEMACT ACOUSTIC CEILING TILEADJ ADJUSTABLEAFF ABOVE FINISHED FLOORALT ALTERNATEALUM ALUMINUMAP ACCESS PANELBB BULLETIN BOARDBLDG BUILDINGBLKG BLOCKINGBM BEAMBO BOTTOM OFBR BACKER RODBTWN BETWEENCFCI CONTRACTOR FURNISHED
CONTRACTOR INSTALLEDCFMF COLD FORMED METAL FRAMINGCG CORNER GUARDCIP CAST IN PLACECJ CONTROL JOINTCLG CEILINGCLR CLEARCMT CERAMIC MOSAIC TILECMU CONCRETE MASONRY UNITCOL COLUMNCONC CONCRETECONST CONSTRUCTIONCONT CONTINUOUSCOORD COORDINATECPT CARPETCR CARD READ(ER)CS CERAMIC TILECT COURSE(S)CTR CENTERCWS CURTAIN WALL SYSTEMDEMO DEMOLISHDF DRINKING FOUNTAINDIA DIAMETERDIM DIMENSIONDISP DISPENSERDN DOWNDR DOORDWGS DRAWING(S)(E) EXISTINGEA EACHEIFS EXT. INSUL. FIN SYST.EJ EXPANSION JOINTELEC ELECTRICALELEV ELEVATIONEM ENTRY MATEQ EQUAL
ETR EXISTING TO REMAINETS EXPOSED TO STRUCTUREEWC ELECTRIC WATER COOLEREXIST EXISTINGEXP EXPANSIONEXT EXTERIORFACT FACTORYFC FIXTURE CONTRACTORFCU FAN COIL UNITFD FLOOR DRAINFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFF FINISHED FLOORFHC FIRE HOSE CABINETFIN FINISH(ED)FLR FLOORFND FOUNDATIONFO FACE OFFOC FACE OF CONCRETEFOM FACE OF MASONRYFRM FIRE TREATEDFRP FIBER REINFORCED
PLASTIC COATED PANELSFS FOOD SERVICEFT FIRE TREATEDFV FRAMEGA GAGE, GAUGEGALV GALVANIZEDGB GRAB BARGWB GYPSUM WALLBOARDGWT GLAZED WALL TILEHB HOSE BIBBHC HOLLOW COREHCP HANDICAPPEDHDW HARDWAREHM HOLLOW METALHO HOLD OPEN (EG. DOOR)HORIZ HORIZONTALHP HIGH POINTHT HEIGHTHWH HOT WATER HEATERID INSIDE DIAMETERINSUL INSULATE(D) (ION)INT INTERIORJAN JANITOR'S CLOSETJT JOINTKEC KITCHEN EQUIPMENT CONTRACTORLAM LAMINATE(D)LAV LAVATORYLCC LEAD COATED COPPERLOC LOCATIONLP LOW POINTLVR LOUVER
ABBREVIATIONS LIST
MAS MASONRYMATL MATERIALMAX MAXIMUMMB MARKER BOARDMDO MEDIUM DENSITY OVERLAY BOARDMECH MECHANICALMEMB MEMBRANEMIN MINIMUMMISC MISCELLANEOUSMO MASONRY OPENINGMR MOISTURE RESISTANTMT MARBLE THRESHOLDMTD MOUNTED(N)MTL METALNAT NATURAL FINISHNF NATURAL FINISHNIC NOT IN CONTRACTNO NUMBERNOM NOMINALNTS NOT TO SCALEOC ON CENTEROD OUTSIDE DIAMETEROFCI OWNER FURNISH CONTRACTOR INSTALLOH OPPOSITE HANDOPNG OPENINGOPP OPPOSITEPERF PERFORATEDPF PANEL FABRICPLAM PLASTIC LAMINATEPLAS PLASTERPLYWD PLYWOODPOLYISO POLYISO CYANURATEPR PAIRPT PRESSURE TREATED, PAINTPTD PAINTEDQT QUARRY TILER RADIUSRA RUBBERIZED ASPHALTRBR RUBBERRD ROOF DRAINREC RECESSEDREINF REINFORCEDRELOC RELOCATE(D)REQ REQUIREDREV REVIS(ED) (ION)RGWB RESILIENT GWB CONSTRUCTIONRH RIGHT HANDRM ROOMRO ROUGH OPENINGRWL RAIN WATER LEADERS SEALANTSC SOLID CORESD STORM DRAIN
SF SQUARE FEETSG SHEET GOODSSIM SIMILARSPEC SPECIFICATION(S)SQ SQUARESS STAINLESS STEELSSF SOLID SURFACINGST STONE TILESTC SOUND TRANSMISSION COEFFICIENTSTD STANDARDSTL STEELSTRUC STRUCTURALSUSP SUSPENDEDSV SHEET VINYL FLOORINGTB TACKBOARDTBR TO BE REMOVEDTD TRENCH DRAINTEL TELEPHONETEMP TEMPERED, TEMPERATURETERR TERRAZZOTHRESH THRESHOLDTHK THICKTO TOP OFTOC TOP OF CONCRETETOS TOP OF STEELTV TELEVISIONTYP TYPICALU / S UNDERSIDEUC UNDERCUTUNO UNLESS NOTED OTHERWISEV VENT / VENTILATIONVB VAPOR BARRIER, VINYL BASEVCT VINYL COMPOSITE TILEVERT VERTICALVIF VERIFY IN FIELDVNL VINYLVP VISION PANELVWP VINYL WALL COVERINGW / I WITHINW / O WITHOUTW / WITHWC WATER CLOSETWD WOODWH WALL HUNGWP WATER PROOF, WORKING POINTWR WATER RESISTANTWSCT WAINSCOTWT WEIGHTWWF WELDED WIRE FABRICXR X-RAY VIEWER
c Copyright Miller Dyer Spears, Inc.
ARCHITECT: MDS / MILLER DYER SPEARS99 Chauncy StreetBoston, MA 02111
(617) 338-5350
OWNER:
MEP ENGINEER:
MDS JOB NUMBER:
NORTHEASTERN UNIVERSITY360 Huntington Avenue
Boston, MA 02115(617) 373-2000
RW SULLIVAN ENGINEERINGThe Schrafft Center
529 Main Street, Suite 203Boston, MA 02129
(617) 523-8227
DATE ISSUED:
STRUCTURALENGINEER:
PEDA Inc.P.O. Box 724
Pembroke, MA 02359(781) 335-1880
10/4/2013 4:19:07 PMC:\Users\rmartin\Documents\1326-001 NEU Ell Hall 3rd Floor_rmartin.rvt
NORTHEASTERN UNIVERSITYELL HALL 3RD FLOOR SUITE 301 RENOVATION
ELL HALL 3RD FLOOR SUITE 301RENOVATION
346 Huntington Ave. Boston, MA 02115100% CDs
10/04/20131326-000
DRAWING LIST
SHEETNUMBER DRAWING TITLE 10
/04/
2013
00 GENERALA0.00 COVER SHEET XA0.01 SPECIFICATIONS (1 OF 2) XA0.02 SPECIFICATIONS (2 OF 2) X
01 STRUCTURALS-1 DEMOLITION FLOOR PLAN & PROPOSED FLOOR PLAN XS-2 DETAILS & GENERAL NOTES X
02 ARCHITECTURAL DRAWINGSA0.10 THIRD FLOOR DEMOLITION PLAN & RCP XA0.20 PARTITION TYPES, TYP. MT HTS., DOOR SCHEDULES & DETAILS XA1.01 THIRD FLOOR PLAN & RCP XA8.01 INTERIOR ELEVATIONS XA9.01 INTERIOR DETAILS & CASEWORK DETAIL XA9.02 CASEWORK DETAILS XA9.10 FURNITURE, FINISHES PLAN, AND SCHEDULES X
03 DEMOUNTABLE PARTITION DRAWINGSA9.11 DEMOUNTABLE PARTITION ELEVATIONS XA9.12 DEMOUNTABLE PARTITION DETAILS X
04 MECHANICALH0.00 HVAC LEGEND & GENERAL NOTES XH0.01 HVAC SCHEDULES XH0.02 HVAC DETAILS SHEET NO. 1 XH0.03 HVAC DETAILS SHEET NO. 2 XH0.04 HVAC SPECIFICATIONS SHEET NO. 1 XH0.05 HVAC SPECIFICATIONS SHEET NO. 2 XHD1.01 HVAC THIRD FLOOR DEMOLITION PLAN XH1.01 HVAC THIRD FLOOR NEW DUCTWORK PLAN X
05 PLUMBINGP0.00 PLUMBING LEGEND, GENERAL NOTES AND SCHEDULE XP1.00 PLUMBING NEW FLOOR PLAN X
07 FIRE PROTECTIONFP0.00 FIRE PROTECTION LEGEND & GENERAL NOTES XFP0.01 FIRE PROTECTION DETAILS & SCHEDULES XFPD1.00 FIRE PROTECTION DEMOLITION PLAN XFPD2.00 FIRE PROTECTION DEMOLITION PLAN XFP1.00 FIRE PROTECTION NEW SPRINKLER FLOOR PLAN XFP2.00 FIRE PROTECTION NEW SPRINKLER FLOOR PLAN X
08 ELECTRICALE0.0 ELECTRICAL LEGEND AND GENERAL NOTES XED1.0 ELECTRICAL THIRD FLOOR DEMOLITION PLAN XE1.0 ELECTRICAL THIRD FLOOR LIGHTING PLAN XE2.0 ELECTRICAL THIRD FLOOR POWER PLAN XE3.0 ELECTRICAL THIRD FLOOR PART PLANS XE4.0 ELECTRICAL ONE LINE RISER AND SCHEDULES XE5.0 ELECTRICAL DETAILS XE6.0 ELECTRICAL SPECIFICATIONS XGrand total: 38
NEU JOB NUMBER: 13-EL-301-01
*See Appendix for an in-depth project description
-
Ell Hall - Third Floor Renovation
Location: Boston, MassachusettsScope: 2,900 SFCompletion Date: January 2014
Project Description:*Repurposing third floor faculty office suite into workstations for grad students, post-docs, and
visiting scholars workspaces,conference room, kitchenette, and student gathering areas
Design Includes:Exposing waffle-slab, partition demolition, systems partitions, storm windows, mechanical
Northeastern University
101
WN
DRAFTING SYMBOLS LEGEND:
DOOR TAG
WINDOW TAG
WALL TAG
ROOM TAG
ROOM NAMEROOM NUMBER
ROOM AREA
A101
1
SIMDETAIL SYMBOL
1
A101 SIM
SECTIONSYMBOL
SYMBOL TAILDIRECTION OF TAIL INDICATES VIEWINGDIRECTION OF SECTION OR DETAIL
SHEET ON WHICHSECTION IS DRAWN
SECTION NUMBER
DETAIL NUMBER
DRAWING TITLE
CENTERLINEINDICATION
COLUMN GRIDAND BUBBLE
A1.1
1
4 2
3
ELEVATION SYMBOLINTERIOR & EXTERIOR
REFER TO THIS DRAWINGID ON SHEET INDICATED
SHEET ON WHICHDETAIL IS DRAWN
0'-0" AFF SPOT ELEVATION
1 EQUIPMENT TAG
VIEWSCALE:
1
1i
ROOM TAG147
190 SF
1
ABV ABOVEACOUST ACOUSTICACPS ALUMINUM COMPOSITE PANEL SYSTEMACT ACOUSTIC CEILING TILEADJ ADJUSTABLEAFF ABOVE FINISHED FLOORALT ALTERNATEALUM ALUMINUMAP ACCESS PANELBB BULLETIN BOARDBLDG BUILDINGBLKG BLOCKINGBM BEAMBO BOTTOM OFBR BACKER RODBTWN BETWEENCFCI CONTRACTOR FURNISHED
CONTRACTOR INSTALLEDCFMF COLD FORMED METAL FRAMINGCG CORNER GUARDCIP CAST IN PLACECJ CONTROL JOINTCLG CEILINGCLR CLEARCMT CERAMIC MOSAIC TILECMU CONCRETE MASONRY UNITCOL COLUMNCONC CONCRETECONST CONSTRUCTIONCONT CONTINUOUSCOORD COORDINATECPT CARPETCR CARD READ(ER)CS CERAMIC TILECT COURSE(S)CTR CENTERCWS CURTAIN WALL SYSTEMDEMO DEMOLISHDF DRINKING FOUNTAINDIA DIAMETERDIM DIMENSIONDISP DISPENSERDN DOWNDR DOORDWGS DRAWING(S)(E) EXISTINGEA EACHEIFS EXT. INSUL. FIN SYST.EJ EXPANSION JOINTELEC ELECTRICALELEV ELEVATIONEM ENTRY MATEQ EQUAL
ETR EXISTING TO REMAINETS EXPOSED TO STRUCTUREEWC ELECTRIC WATER COOLEREXIST EXISTINGEXP EXPANSIONEXT EXTERIORFACT FACTORYFC FIXTURE CONTRACTORFCU FAN COIL UNITFD FLOOR DRAINFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFF FINISHED FLOORFHC FIRE HOSE CABINETFIN FINISH(ED)FLR FLOORFND FOUNDATIONFO FACE OFFOC FACE OF CONCRETEFOM FACE OF MASONRYFRM FIRE TREATEDFRP FIBER REINFORCED
PLASTIC COATED PANELSFS FOOD SERVICEFT FIRE TREATEDFV FRAMEGA GAGE, GAUGEGALV GALVANIZEDGB GRAB BARGWB GYPSUM WALLBOARDGWT GLAZED WALL TILEHB HOSE BIBBHC HOLLOW COREHCP HANDICAPPEDHDW HARDWAREHM HOLLOW METALHO HOLD OPEN (EG. DOOR)HORIZ HORIZONTALHP HIGH POINTHT HEIGHTHWH HOT WATER HEATERID INSIDE DIAMETERINSUL INSULATE(D) (ION)INT INTERIORJAN JANITOR'S CLOSETJT JOINTKEC KITCHEN EQUIPMENT CONTRACTORLAM LAMINATE(D)LAV LAVATORYLCC LEAD COATED COPPERLOC LOCATIONLP LOW POINTLVR LOUVER
ABBREVIATIONS LIST
MAS MASONRYMATL MATERIALMAX MAXIMUMMB MARKER BOARDMDO MEDIUM DENSITY OVERLAY BOARDMECH MECHANICALMEMB MEMBRANEMIN MINIMUMMISC MISCELLANEOUSMO MASONRY OPENINGMR MOISTURE RESISTANTMT MARBLE THRESHOLDMTD MOUNTED(N)MTL METALNAT NATURAL FINISHNF NATURAL FINISHNIC NOT IN CONTRACTNO NUMBERNOM NOMINALNTS NOT TO SCALEOC ON CENTEROD OUTSIDE DIAMETEROFCI OWNER FURNISH CONTRACTOR INSTALLOH OPPOSITE HANDOPNG OPENINGOPP OPPOSITEPERF PERFORATEDPF PANEL FABRICPLAM PLASTIC LAMINATEPLAS PLASTERPLYWD PLYWOODPOLYISO POLYISO CYANURATEPR PAIRPT PRESSURE TREATED, PAINTPTD PAINTEDQT QUARRY TILER RADIUSRA RUBBERIZED ASPHALTRBR RUBBERRD ROOF DRAINREC RECESSEDREINF REINFORCEDRELOC RELOCATE(D)REQ REQUIREDREV REVIS(ED) (ION)RGWB RESILIENT GWB CONSTRUCTIONRH RIGHT HANDRM ROOMRO ROUGH OPENINGRWL RAIN WATER LEADERS SEALANTSC SOLID CORESD STORM DRAIN
SF SQUARE FEETSG SHEET GOODSSIM SIMILARSPEC SPECIFICATION(S)SQ SQUARESS STAINLESS STEELSSF SOLID SURFACINGST STONE TILESTC SOUND TRANSMISSION COEFFICIENTSTD STANDARDSTL STEELSTRUC STRUCTURALSUSP SUSPENDEDSV SHEET VINYL FLOORINGTB TACKBOARDTBR TO BE REMOVEDTD TRENCH DRAINTEL TELEPHONETEMP TEMPERED, TEMPERATURETERR TERRAZZOTHRESH THRESHOLDTHK THICKTO TOP OFTOC TOP OF CONCRETETOS TOP OF STEELTV TELEVISIONTYP TYPICALU / S UNDERSIDEUC UNDERCUTUNO UNLESS NOTED OTHERWISEV VENT / VENTILATIONVB VAPOR BARRIER, VINYL BASEVCT VINYL COMPOSITE TILEVERT VERTICALVIF VERIFY IN FIELDVNL VINYLVP VISION PANELVWP VINYL WALL COVERINGW / I WITHINW / O WITHOUTW / WITHWC WATER CLOSETWD WOODWH WALL HUNGWP WATER PROOF, WORKING POINTWR WATER RESISTANTWSCT WAINSCOTWT WEIGHTWWF WELDED WIRE FABRICXR X-RAY VIEWER
c Copyright Miller Dyer Spears, Inc.
ARCHITECT: MDS / MILLER DYER SPEARS99 Chauncy StreetBoston, MA 02111
(617) 338-5350
OWNER:
MEP ENGINEER:
MDS JOB NUMBER:
NORTHEASTERN UNIVERSITY360 Huntington Avenue
Boston, MA 02115(617) 373-2000
RW SULLIVAN ENGINEERINGThe Schrafft Center
529 Main Street, Suite 203Boston, MA 02129
(617) 523-8227
DATE ISSUED:
STRUCTURALENGINEER:
PEDA Inc.P.O. Box 724
Pembroke, MA 02359(781) 335-1880
10/4/2013 4:19:07 PMC:\Users\rmartin\Documents\1326-001 NEU Ell Hall 3rd Floor_rmartin.rvt
NORTHEASTERN UNIVERSITYELL HALL 3RD FLOOR SUITE 301 RENOVATION
ELL HALL 3RD FLOOR SUITE 301RENOVATION
346 Huntington Ave. Boston, MA 02115100% CDs
10/04/20131326-000
DRAWING LIST
SHEETNUMBER DRAWING TITLE 10
/04/
2013
00 GENERALA0.00 COVER SHEET XA0.01 SPECIFICATIONS (1 OF 2) XA0.02 SPECIFICATIONS (2 OF 2) X
01 STRUCTURALS-1 DEMOLITION FLOOR PLAN & PROPOSED FLOOR PLAN XS-2 DETAILS & GENERAL NOTES X
02 ARCHITECTURAL DRAWINGSA0.10 THIRD FLOOR DEMOLITION PLAN & RCP XA0.20 PARTITION TYPES, TYP. MT HTS., DOOR SCHEDULES & DETAILS XA1.01 THIRD FLOOR PLAN & RCP XA8.01 INTERIOR ELEVATIONS XA9.01 INTERIOR DETAILS & CASEWORK DETAIL XA9.02 CASEWORK DETAILS XA9.10 FURNITURE, FINISHES PLAN, AND SCHEDULES X
03 DEMOUNTABLE PARTITION DRAWINGSA9.11 DEMOUNTABLE PARTITION ELEVATIONS XA9.12 DEMOUNTABLE PARTITION DETAILS X
04 MECHANICALH0.00 HVAC LEGEND & GENERAL NOTES XH0.01 HVAC SCHEDULES XH0.02 HVAC DETAILS SHEET NO. 1 XH0.03 HVAC DETAILS SHEET NO. 2 XH0.04 HVAC SPECIFICATIONS SHEET NO. 1 XH0.05 HVAC SPECIFICATIONS SHEET NO. 2 XHD1.01 HVAC THIRD FLOOR DEMOLITION PLAN XH1.01 HVAC THIRD FLOOR NEW DUCTWORK PLAN X
05 PLUMBINGP0.00 PLUMBING LEGEND, GENERAL NOTES AND SCHEDULE XP1.00 PLUMBING NEW FLOOR PLAN X
07 FIRE PROTECTIONFP0.00 FIRE PROTECTION LEGEND & GENERAL NOTES XFP0.01 FIRE PROTECTION DETAILS & SCHEDULES XFPD1.00 FIRE PROTECTION DEMOLITION PLAN XFPD2.00 FIRE PROTECTION DEMOLITION PLAN XFP1.00 FIRE PROTECTION NEW SPRINKLER FLOOR PLAN XFP2.00 FIRE PROTECTION NEW SPRINKLER FLOOR PLAN X
08 ELECTRICALE0.0 ELECTRICAL LEGEND AND GENERAL NOTES XED1.0 ELECTRICAL THIRD FLOOR DEMOLITION PLAN XE1.0 ELECTRICAL THIRD FLOOR LIGHTING PLAN XE2.0 ELECTRICAL THIRD FLOOR POWER PLAN XE3.0 ELECTRICAL THIRD FLOOR PART PLANS XE4.0 ELECTRICAL ONE LINE RISER AND SCHEDULES XE5.0 ELECTRICAL DETAILS XE6.0 ELECTRICAL SPECIFICATIONS XGrand total: 38
NEU JOB NUMBER: 13-EL-301-01
*See Appendix for an in-depth project description
-
COPYCO
PY
1 2 3 4 5 6 7 8
A
B
C
D
184 SF
CONFERENCEROOM301B
MECHANICALROOM300M1
114 SF
MEETINGROOM301D
1646 SF
OPENOFFICE
301847 SF
OPENOFFICE
301A 50 SF
KITCHENETTE301C
301S1 300E1
ELEVATORLOBBY300C1
307308
309
311CLASSROOM
312
313B
314
307B307A
300S2
313A
300M2
314A
ELEC.CLOSET300M8
309A
CORRIDOR300C2
NEW ELEC.CLOSET300M3
MILLER DYER SPEARS99 CHAUNCY STREET
BOSTON, MA 02111617-338-5350 tel617-338-0033 fax
WWW.MDS-BOS.COM
architectureplanninginteriors
Project: 9/13/2013ELL HALL 3RD FLOOR SUITE 301 RENOVATION FURNITURE PLAN
VISITING SCHOLAR STATIONS: 12GRADUATE STUDENT STATIONS: 39
COPY
COPY
1 2 3 4 5 6 7 8
A
B
C
D
184 SF
CONFERENCEROOM301B
MECHANICALROOM300M1
114 SF
MEETINGROOM301D
1646 SF
OPENOFFICE
301847 SF
OPENOFFICE
301A 50 SF
KITCHENETTE301C
301S1 300E1
ELEVATORLOBBY300C1
307308
309
311CLASSROOM
312
313B
314
307B307A
300S2
313A
300M2
314A
ELEC.CLOSET300M8
309A
CORRIDOR300C2
NEW ELEC.CLOSET300M3
MILLER DYER SPEARS99 CHAUNCY STREET
BOSTON, MA 02111617-338-5350 tel617-338-0033 fax
WWW.MDS-BOS.COM
architectureplanninginteriors
Project: 9/13/2013ELL HALL 3RD FLOOR SUITE 301 RENOVATION FURNITURE PLAN
VISITING SCHOLAR STATIONS: 12GRADUATE STUDENT STATIONS: 39
301
302
303 304
305
306307
308
309311312
313B
314
301A301B
301C
302A302B302C302D302E302F
302G 302J
305A 306A 307B 307A
300S2300S1
301D
313A
300M2
314A
300E1
312A
300M8 300C4
309A
300C2 300C3
300M1
300C1
1 2 3 4 5 6 7 8
A
B
C
D
9' - 1"
9' - 0"
8' - 6 1/4"8' - 7 3/4"
8' - 6"
10' - 4" 10' - 3" 10' - 4"
10' - 1 1/2"10' - 3" 10' - 3"
7' - 9" 8' - 10 1/2" 8' - 9 1/2"
8' - 6"
10' - 4"
9' - 6"
10' - 4"
8' - 4 3/8"
5/8" GWB on Mtl. Stud6' - 11 1/2"
12' - 0 1/2"
B.O. WAFFLESLAB
10' - 4"
B.O. STEEL BEAM
NOT IN CONTRACT
ACOUSTICAL CEILING TILE
301D
301C 301
301B 301A
302
302F 302E
302G 302J 303 304 306
306A305A
305302A
302B302C
302D
300S1
300C1
312 311 309
300S2
300C3 300C4
307
307B307A
308
300C2
300E1
314A
314
313A
313B300M2
300M8
NO CEILING
312A
1 2 3 4 5 6 7 8
A
B
C
D
9' - 1"
8' - 6"8' - 6"
300M1
architectureplanninginteriors
Drawing Number
R.W. SULLIVAN ENGINEERING
529 MAIN STREET, SUITE 203BOSTON, MA 02129(617) 523-8227
MEP/FP ENGINEER
N
Drawing Title
Revisions
Issues
Project Status:
Drawn By:
Checked By:
Issue Date:
Key Plan
Project No:
cC
opyr
ight
Mille
rDye
rSpe
a rs
Inc.
8/12
/201
3 4:
56:5
5 PM
1/8" = 1'-0"
C:\U
sers
\rmar
tin\D
ocum
ents
\132
6-00
1 N
EU E
ll H
all 3
rd F
loor
_rm
artin
.rvt
EXISTING THIRDFLOOR PLAN &REFLECTED CEILINGPLAN
EX0.1
NORTHEASTERNUNIVERSITY ELL HALL3RD FLOOR SUITE301-306 RENOVATION
EXISTING CONDITIONS
RM
GG
8/12/2013
13-EL-301-01
346 Huntington Ave. Boston, MA 02115
SCALE: 1/8" = 1'-0"1 EXISTING THIRD FLOOR PLAN
SCALE: 1/8" = 1'-0"2 EXISTING THIRD FLOOR REFLECTED CEILING PLAN
301
302
303 304
305
306307
308
309311312
313B
314
301A301B
301C
302A302B302C302D302E302F
302G 302J
305A 306A 307B 307A
300S2300S1
301D
313A
300M2
314A
300E1
312A
300M8 300C4
309A
300C2 300C3
300M1
300C1
1 2 3 4 5 6 7 8
A
B
C
D
9' - 1"
9' - 0"
8' - 6 1/4"8' - 7 3/4"
8' - 6"
10' - 4" 10' - 3" 10' - 4"
10' - 1 1/2"10' - 3" 10' - 3"
7' - 9" 8' - 10 1/2" 8' - 9 1/2"
8' - 6"
10' - 4"
9' - 6"
10' - 4"
8' - 4 3/8"
5/8" GWB on Mtl. Stud6' - 11 1/2"
12' - 0 1/2"
B.O. WAFFLESLAB
10' - 4"
B.O. STEEL BEAM
NOT IN CONTRACT
ACOUSTICAL CEILING TILE
301D
301C 301
301B 301A
302
302F 302E
302G 302J 303 304 306
306A305A
305302A
302B302C
302D
300S1
300C1
312 311 309
300S2
300C3 300C4
307
307B307A
308
300C2
300E1
314A
314
313A
313B300M2
300M8
NO CEILING
312A
1 2 3 4 5 6 7 8
A
B
C
D
9' - 1"
8' - 6"8' - 6"
300M1
architectureplanninginteriors
Drawing Number
R.W. SULLIVAN ENGINEERING
529 MAIN STREET, SUITE 203BOSTON, MA 02129(617) 523-8227
MEP/FP ENGINEER
N
Drawing Title
Revisions
Issues
Project Status:
Drawn By:
Checked By:
Issue Date:
Key Plan
Project No:
cC
opyr
ight
Mille
rDye
rSpe
a rs
Inc.
8/12
/201
3 4:
56:5
5 PM
1/8" = 1'-0"
C:\U
sers
\rmar
tin\D
ocum
ents
\132
6-00
1 N
EU E
ll H
all 3
rd F
loor
_rm
artin
.rvt
EXISTING THIRDFLOOR PLAN &REFLECTED CEILINGPLAN
EX0.1
NORTHEASTERNUNIVERSITY ELL HALL3RD FLOOR SUITE301-306 RENOVATION
EXISTING CONDITIONS
RM
GG
8/12/2013
13-EL-301-01
346 Huntington Ave. Boston, MA 02115
SCALE: 1/8" = 1'-0"1 EXISTING THIRD FLOOR PLAN
SCALE: 1/8" = 1'-0"2 EXISTING THIRD FLOOR REFLECTED CEILING PLAN
1 2 3 4 5 6 78
A
B
C
D
CONFERENCEROOM301B
MECHANICALROOM300M1
MEETINGROOM301D
OPENOFFICE
301OPEN
OFFICE301A
KITCHENETTE301C
301S1 300E1
ELEVATORLOBBY300C1
307 308
309311CLASSROOM
312
313B
314
307B 307A
300S2
313A
300M2
314A
ELEC.CLOSET300M8
309A
CORRIDOR300C2
2' x 2' ACTMATCH (E) HT
2' x 2' ACTMATCH (E) HT
2' x 2' ACT8' - 6"
2' x 2' ACT8' - 6"
2' x 2' ACT8' - 6"
2' x 2' ACTMATCH (E) HT
2' x 2' ACT8' - 6"
5/8" GWBMATCH (E) HT
MILLER DYER SPEARS99 CHAUNCY STREET
BOSTON, MA 02111617-338-5350 tel617-338-0033 fax
WWW.MDS-BOS.COM
architectureplanninginteriors
Project: 9/12/2013ELL HALL 3RD FLOOR SUITE 301 RENOVATION REFLECTED CEILING PLAN
Existing Ceiling Plan
In total, there were four general areas of construction in this project: Office Suite 301A, Office Suite 301, the Corridor and the Large Classroom. All affected areas v new mechanical systems and new ceilings treatments.
Proposed Ceiling Plan
Exterior Photo of Ell Hall Proposed Floor Plan
Existing Floor Plan
-
COPY
COPY
1 2 3 4 5 6 7 8
A
B
C
D
184 SF
CONFERENCEROOM301B
MECHANICALROOM300M1
114 SF
MEETINGROOM301D
1646 SF
OPENOFFICE
301847 SF
OPENOFFICE
301A 50 SF
KITCHENETTE301C
301S1 300E1
ELEVATORLOBBY300C1
307308
309
311CLASSROOM
312
313B
314
307B307A
300S2
313A
300M2
314A
ELEC.CLOSET300M8
309A
CORRIDOR300C2
NEW ELEC.CLOSET300M3
MILLER DYER SPEARS99 CHAUNCY STREET
BOSTON, MA 02111617-338-5350 tel617-338-0033 fax
WWW.MDS-BOS.COM
architectureplanninginteriors
Project: 9/13/2013ELL HALL 3RD FLOOR SUITE 301 RENOVATION FURNITURE PLAN
VISITING SCHOLAR STATIONS: 12GRADUATE STUDENT STATIONS: 39
COPY
COPY
1 2 3 4 5 6 7 8
A
B
C
D
184 SF
CONFERENCEROOM301B
MECHANICALROOM300M1
114 SF
MEETINGROOM301D
1646 SF
OPENOFFICE
301847 SF
OPENOFFICE
301A 50 SF
KITCHENETTE301C
301S1 300E1
ELEVATORLOBBY300C1
307308
309
311CLASSROOM
312
313B
314
307B307A
300S2
313A
300M2
314A
ELEC.CLOSET300M8
309A
CORRIDOR300C2
NEW ELEC.CLOSET300M3
MILLER DYER SPEARS99 CHAUNCY STREET
BOSTON, MA 02111617-338-5350 tel617-338-0033 fax
WWW.MDS-BOS.COM
architectureplanninginteriors
Project: 9/13/2013ELL HALL 3RD FLOOR SUITE 301 RENOVATION FURNITURE PLAN
VISITING SCHOLAR STATIONS: 12GRADUATE STUDENT STATIONS: 39
301
302
303 304
305
306307
308
309311312
313B
314
301A301B
301C
302A302B302C302D302E302F
302G 302J
305A 306A 307B 307A
300S2300S1
301D
313A
300M2
314A
300E1
312A
300M8 300C4
309A
300C2 300C3
300M1
300C1
1 2 3 4 5 6 7 8
A
B
C
D
9' - 1"
9' - 0"
8' - 6 1/4"8' - 7 3/4"
8' - 6"
10' - 4" 10' - 3" 10' - 4"
10' - 1 1/2"10' - 3" 10' - 3"
7' - 9" 8' - 10 1/2" 8' - 9 1/2"
8' - 6"
10' - 4"
9' - 6"
10' - 4"
8' - 4 3/8"
5/8" GWB on Mtl. Stud6' - 11 1/2"
12' - 0 1/2"
B.O. WAFFLESLAB
10' - 4"
B.O. STEEL BEAM
NOT IN CONTRACT
ACOUSTICAL CEILING TILE
301D
301C 301
301B 301A
302
302F 302E
302G 302J 303 304 306
306A305A
305302A
302B302C
302D
300S1
300C1
312 311 309
300S2
300C3 300C4
307
307B307A
308
300C2
300E1
314A
314
313A
313B300M2
300M8
NO CEILING
312A
1 2 3 4 5 6 7 8
A
B
C
D
9' - 1"
8' - 6"8' - 6"
300M1
architectureplanninginteriors
Drawing Number
R.W. SULLIVAN ENGINEERING
529 MAIN STREET, SUITE 203BOSTON, MA 02129(617) 523-8227
MEP/FP ENGINEER
N
Drawing Title
Revisions
Issues
Project Status:
Drawn By:
Checked By:
Issue Date:
Key Plan
Project No:
cC
opyr
ight
Mille
rDye
rSpe
a rs
Inc.
8/12
/201
3 4:
56:5
5 PM
1/8" = 1'-0"
C:\U
sers
\rmar
tin\D
ocum
ents
\132
6-00
1 N
EU E
ll H
all 3
rd F
loor
_rm
artin
.rvt
EXISTING THIRDFLOOR PLAN &REFLECTED CEILINGPLAN
EX0.1
NORTHEASTERNUNIVERSITY ELL HALL3RD FLOOR SUITE301-306 RENOVATION
EXISTING CONDITIONS
RM
GG
8/12/2013
13-EL-301-01
346 Huntington Ave. Boston, MA 02115
SCALE: 1/8" = 1'-0"1 EXISTING THIRD FLOOR PLAN
SCALE: 1/8" = 1'-0"2 EXISTING THIRD FLOOR REFLECTED CEILING PLAN
301
302
303 304
305
306307
308
309311312
313B
314
301A301B
301C
302A302B302C302D302E302F
302G 302J
305A 306A 307B 307A
300S2300S1
301D
313A
300M2
314A
300E1
312A
300M8 300C4
309A
300C2 300C3
300M1
300C1
1 2 3 4 5 6 7 8
A
B
C
D
9' - 1"
9' - 0"
8' - 6 1/4"8' - 7 3/4"
8' - 6"
10' - 4" 10' - 3" 10' - 4"
10' - 1 1/2"10' - 3" 10' - 3"
7' - 9" 8' - 10 1/2" 8' - 9 1/2"
8' - 6"
10' - 4"
9' - 6"
10' - 4"
8' - 4 3/8"
5/8" GWB on Mtl. Stud6' - 11 1/2"
12' - 0 1/2"
B.O. WAFFLESLAB
10' - 4"
B.O. STEEL BEAM
NOT IN CONTRACT
ACOUSTICAL CEILING TILE
301D
301C 301
301B 301A
302
302F 302E
302G 302J 303 304 306
306A305A
305302A
302B302C
302D
300S1
300C1
312 311 309
300S2
300C3 300C4
307
307B307A
308
300C2
300E1
314A
314
313A
313B300M2
300M8
NO CEILING
312A
1 2 3 4 5 6 7 8
A
B
C
D
9' - 1"
8' - 6"8' - 6"
300M1
architectureplanninginteriors
Drawing Number
R.W. SULLIVAN ENGINEERING
529 MAIN STREET, SUITE 203BOSTON, MA 02129(617) 523-8227
MEP/FP ENGINEER
N
Drawing Title
Revisions
Issues
Project Status:
Drawn By:
Checked By:
Issue Date:
Key Plan
Project No:
cC
opyr
ight
Mille
rDye
rSpe
a rs
Inc.
8/12
/201
3 4:
56:5
5 PM
1/8" = 1'-0"
C:\U
sers
\rmar
tin\D
ocum
ents
\132
6-00
1 N
EU E
ll H
all 3
rd F
loor
_rm
artin
.rvt
EXISTING THIRDFLOOR PLAN &REFLECTED CEILINGPLAN
EX0.1
NORTHEASTERNUNIVERSITY ELL HALL3RD FLOOR SUITE301-306 RENOVATION
EXISTING CONDITIONS
RM
GG
8/12/2013
13-EL-301-01
346 Huntington Ave. Boston, MA 02115
SCALE: 1/8" = 1'-0"1 EXISTING THIRD FLOOR PLAN
SCALE: 1/8" = 1'-0"2 EXISTING THIRD FLOOR REFLECTED CEILING PLAN
1 2 3 4 5 6 78
A
B
C
D
CONFERENCEROOM301B
MECHANICALROOM300M1
MEETINGROOM301D
OPENOFFICE
301OPEN
OFFICE301A
KITCHENETTE301C
301S1 300E1
ELEVATORLOBBY300C1
307 308
309311CLASSROOM
312
313B
314
307B 307A
300S2
313A
300M2
314A
ELEC.CLOSET300M8
309A
CORRIDOR300C2
2' x 2' ACTMATCH (E) HT
2' x 2' ACTMATCH (E) HT
2' x 2' ACT8' - 6"
2' x 2' ACT8' - 6"
2' x 2' ACT8' - 6"
2' x 2' ACTMATCH (E) HT
2' x 2' ACT8' - 6"
5/8" GWBMATCH (E) HT
MILLER DYER SPEARS99 CHAUNCY STREET
BOSTON, MA 02111617-338-5350 tel617-338-0033 fax
WWW.MDS-BOS.COM
architectureplanninginteriors
Project: 9/12/2013ELL HALL 3RD FLOOR SUITE 301 RENOVATION REFLECTED CEILING PLAN
Existing Ceiling Plan
In total, there were four general areas of construction in this project: Office Suite 301A, Office Suite 301, the Corridor and the Large Classroom. All affected areas v new mechanical systems and new ceilings treatments.
Proposed Ceiling Plan
Exterior Photo of Ell Hall Proposed Floor Plan
Existing Floor Plan
-
Left side: both the Conference Room and the Meeting Room were constructed of demountable systems walls.
Right side: the occupancy increased by a factor of 3 from 17 single-occupancy offices to 51 workstations.
-
Left side: both the Conference Room and the Meeting Room were constructed of demountable systems walls.
Right side: the occupancy increased by a factor of 3 from 17 single-occupancy offices to 51 workstations.
-
DOOR
H.M. DOORFRAMEMCT-1RESILIENT FLOOR FINISHSLT-XX-C JOHNSONITE SLIM LINETRANSITIONCOLOR TO MATCH RB-1
CPT AS SCHEDULED
CORIAN TOP AT (E)WINDOW SILL HT.
BACKER ROD ANDSEALANT
(E) CURTAIN WALL
5/8" GYP
ALIGN FACE OF FINTUBE COVER W/COLUMN ENCLOSUREBEYOND.
RUBBERBASE (TYP)
(E) MAS WALL
4 1/
2"
2' -
5" V
IF
METAL STUDS
AIR SPACE
NEW SLIDING ALUM.STORM WINDOW SYSTEM
(E) SPANDREL GLASS
MANUALLY OPERATEDROLLER SHADESYSTEM W/ SNAP-LOCKING FASCIA
2"
VIF
4" V.I.F.
1/2" SAG-RESISTANTGWB ALIGN WITH TOPMULLION
SEE RCPB.O. ACT
SEE RCPB.O. SOFFIT
1/2" SAG-RESISTANTGWB ON 3 5/8" MTLSTUD TYP.
ACT TYP
SEE
RC
P6"
MIN
.
SEE RCPB.O. ACT
1/2" SAG-RESISTANT GWBON 3 5/8" MTL STUD TYP.
ACT TYP
(E) WAFFLE SLAB
6" M
IN.
1"
ALIGN AND SEAL AT DIRTTWALL WHERE IT APPLIES
A
2A
2A 4
INTERIOR
ALIGN FACE OFFIN TUBE COVER TO FACE OF
NEW GWB COLUM ENCLOSURE
NEW FIN TUBE COVER
NEW CORIAN SILL
NEW SLIDINGSTORM WINDOW
EXISTINGEXTERIOR WINDOW
RUN FIN TUBE PIPINGTHROUGH NEW FURR OUT WALLSEE ENG DRAWINGS
SEE RCPB.O. ACT
1/2" SAG-RESISTANT GWBON 3 5/8" MTL STUD. ALIGNWITH ACT
ACT TYP
6"
SEE RCPB.O. GWB
2
A9.01
7' -
9" (V
.I.F.
)
7' - 9" (V.I.F.)
EQEQ
EQ
ALIG
N W
/ (E)
NOTES:1) EQ. SPACED VERTICAL STANDARDS, NOT TO EXCEED 2'-6" O.C.2) SEE ELEVATIONS FOR NUMBER OF SHELVES.
HEAVY DUTY 48" STDS& BRACKETS, TYP.BRACKET DEPTH VARIES PER SHELFDEPTH. (FINISH AS SPECIFIED)
PLASTIC LAMINATE ONPARTICLE BOARD SHELVES TYP.(SEE ELEVS. FOR WIDTHS OFSHELVES)
PLASTIC LAMINATE ONON PARTICLE BOARD ENDPANELS, AS NEEDED.
BLOCKING REQUIRED AT ALLSHELVING LOCATIONS ON NEWWALLS. CLEAT MOUNTING ISACCEPTABLE AT EXISTING WALLS.
B.O. STANDARDS
6"
FACE OF WALL
S6-XX
1' - 0" @ TYPE S6
SEE ELEVATIONS
SEE ELEVATIONS
1' - 0"
MILLER DYER SPEARS INC.99 CHAUNCY STREET
BOSTON, MA 02111617-338-5350 tel617-338-0033 fax
WWW.MDS-BOS.COM
architectureplanninginteriors
Drawing Number
DescriptionDate
R.W. SULLIVAN ENGINEERING
529 MAIN STREET, SUITE 203BOSTON, MA 02129(617) 523-8227
MEP/FP ENGINEER
No.
Drawing Title
Revisions
DescriptionDateNo.
Issues
Project Status:
Drawn By:
Checked By:
Issue Date:
Project No:
c C
opyr
ight
Mille
r Dye
r Spe
a rs
Inc.
10/4
/201
3 4:
19:2
7 PM
As indicated
C:\U
sers
\rmar
tin\D
ocum
ents
\132
6-00
1 N
EU E
ll H
all 3
rd F
loor
_rm
artin
.rvt
INTERIOR DETAILS &CASEWORK DETAIL
A9.01
ELL HALL 3RD FLOORSUITE 301RENOVATION
XXX
100% CDs
RM
GG
10/04/2013
1326-000
346 Huntington Ave. Boston, MA 02115
SCALE: 3" = 1'-0"1 TRANSITION AT RESILIENT TO CARPET
SCALE: 1 1/2" = 1'-0"2 WINDOW SILL & HEAD @ 301
SCALE: 1 1/2" = 1'-0"5 CEILING DETAIL - TYP ACT-GWB SOFFIT
SCALE: 1 1/2" = 1'-0"4 CEILING DETAIL - TYP ACT-GWB SOFFITSCALE: 1 1/2" = 1'-0"7 ENLARGED PLAN AT TYP. EXTERIOR COLUMN
SCALE: 1 1/2" = 1'-0"3 WINDOW HEAD @ 301A & 301B
SCALE: 1/2" = 1'-0"6 TYP. STORM WINDOW @ ALL SUITE WINDOWS
SCALE: 1 1/2" = 1'-0"8 ADJ. SHELVING UPPER
DOOR
H.M. DOORFRAMEMCT-1RESILIENT FLOOR FINISHSLT-XX-C JOHNSONITE SLIM LINETRANSITIONCOLOR TO MATCH RB-1
CPT AS SCHEDULED
CORIAN TOP AT (E)WINDOW SILL HT.
BACKER ROD ANDSEALANT
(E) CURTAIN WALL
5/8" GYP
ALIGN FACE OF FINTUBE COVER W/COLUMN ENCLOSUREBEYOND.
RUBBERBASE (TYP)
(E) MAS WALL
4 1/
2"
2' -
5" V
IF
METAL STUDS
AIR SPACE
NEW SLIDING ALUM.STORM WINDOW SYSTEM
(E) SPANDREL GLASS
MANUALLY OPERATEDROLLER SHADESYSTEM W/ SNAP-LOCKING FASCIA
2"
VIF
4" V.I.F.
1/2" SAG-RESISTANTGWB ALIGN WITH TOPMULLION
SEE RCPB.O. ACT
SEE RCPB.O. SOFFIT
1/2" SAG-RESISTANTGWB ON 3 5/8" MTLSTUD TYP.
ACT TYP
SEE
RC
P6"
MIN
.
SEE RCPB.O. ACT
1/2" SAG-RESISTANT GWBON 3 5/8" MTL STUD TYP.
ACT TYP
(E) WAFFLE SLAB
6" M
IN.
1"
ALIGN AND SEAL AT DIRTTWALL WHERE IT APPLIES
A
2A
2A 4
INTERIOR
ALIGN FACE OFFIN TUBE COVER TO FACE OF
NEW GWB COLUM ENCLOSURE
NEW FIN TUBE COVER
NEW CORIAN SILL
NEW SLIDINGSTORM WINDOW
EXISTINGEXTERIOR WINDOW
RUN FIN TUBE PIPINGTHROUGH NEW FURR OUT WALLSEE ENG DRAWINGS
SEE RCPB.O. ACT
1/2" SAG-RESISTANT GWBON 3 5/8" MTL STUD. ALIGNWITH ACT
ACT TYP
6"
SEE RCPB.O. GWB
2
A9.01
7' -
9" (V
.I.F.
)
7' - 9" (V.I.F.)
EQEQ
EQ
ALIG
N W
/ (E)
NOTES:1) EQ. SPACED VERTICAL STANDARDS, NOT TO EXCEED 2'-6" O.C.2) SEE ELEVATIONS FOR NUMBER OF SHELVES.
HEAVY DUTY 48" STDS& BRACKETS, TYP.BRACKET DEPTH VARIES PER SHELFDEPTH. (FINISH AS SPECIFIED)
PLASTIC LAMINATE ONPARTICLE BOARD SHELVES TYP.(SEE ELEVS. FOR WIDTHS OFSHELVES)
PLASTIC LAMINATE ONON PARTICLE BOARD ENDPANELS, AS NEEDED.
BLOCKING REQUIRED AT ALLSHELVING LOCATIONS ON NEWWALLS. CLEAT MOUNTING ISACCEPTABLE AT EXISTING WALLS.
B.O. STANDARDS
6"
FACE OF WALL
S6-XX
1' - 0" @ TYPE S6
SEE ELEVATIONS
SEE ELEVATIONS
1' - 0"
MILLER DYER SPEARS INC.99 CHAUNCY STREET
BOSTON, MA 02111617-338-5350 tel617-338-0033 fax
WWW.MDS-BOS.COM
architectureplanninginteriors
Drawing Number
DescriptionDate
R.W. SULLIVAN ENGINEERING
529 MAIN STREET, SUITE 203BOSTON, MA 02129(617) 523-8227
MEP/FP ENGINEER
No.
Drawing Title
Revisions
DescriptionDateNo.
Issues
Project Status:
Drawn By:
Checked By:
Issue Date:
Project No:
c C
opyr
ight
Mille
r Dye
r Spe
a rs
Inc.
10/4
/201
3 4:
19:2
7 PM
As indicated
C:\U
sers
\rmar
tin\D
ocum
ents
\132
6-00
1 N
EU E
ll H
all 3
rd F
loor
_rm
artin
.rvt
INTERIOR DETAILS &CASEWORK DETAIL
A9.01
ELL HALL 3RD FLOORSUITE 301RENOVATION
XXX
100% CDs
RM
GG
10/04/2013
1326-000
346 Huntington Ave. Boston, MA 02115
SCALE: 3" = 1'-0"1 TRANSITION AT RESILIENT TO CARPET
SCALE: 1 1/2" = 1'-0"2 WINDOW SILL & HEAD @ 301
SCALE: 1 1/2" = 1'-0"5 CEILING DETAIL - TYP ACT-GWB SOFFIT
SCALE: 1 1/2" = 1'-0"4 CEILING DETAIL - TYP ACT-GWB SOFFITSCALE: 1 1/2" = 1'-0"7 ENLARGED PLAN AT TYP. EXTERIOR COLUMN
SCALE: 1 1/2" = 1'-0"3 WINDOW HEAD @ 301A & 301B
SCALE: 1/2" = 1'-0"6 TYP. STORM WINDOW @ ALL SUITE WINDOWS
SCALE: 1 1/2" = 1'-0"8 ADJ. SHELVING UPPER
DOOR
H.M. DOORFRAMEMCT-1RESILIENT FLOOR FINISHSLT-XX-C JOHNSONITE SLIM LINETRANSITIONCOLOR TO MATCH RB-1
CPT AS SCHEDULED
CORIAN TOP AT (E)WINDOW SILL HT.
BACKER ROD ANDSEALANT
(E) CURTAIN WALL
5/8" GYP
ALIGN FACE OF FINTUBE COVER W/COLUMN ENCLOSUREBEYOND.
RUBBERBASE (TYP)
(E) MAS WALL
4 1/
2"
2' -
5" V
IF
METAL STUDS
AIR SPACE
NEW SLIDING ALUM.STORM WINDOW SYSTEM
(E) SPANDREL GLASS
MANUALLY OPERATEDROLLER SHADESYSTEM W/ SNAP-LOCKING FASCIA
2"
VIF
4" V.I.F.
1/2" SAG-RESISTANTGWB ALIGN WITH TOPMULLION
SEE RCPB.O. ACT
SEE RCPB.O. SOFFIT
1/2" SAG-RESISTANTGWB ON 3 5/8" MTLSTUD TYP.
ACT TYP
SEE
RC
P6"
MIN
.
SEE RCPB.O. ACT
1/2" SAG-RESISTANT GWBON 3 5/8" MTL STUD TYP.
ACT TYP
(E) WAFFLE SLAB
6" M
IN.
1"
ALIGN AND SEAL AT DIRTTWALL WHERE IT APPLIES
A
2A
2A 4
INTERIOR
ALIGN FACE OFFIN TUBE COVER TO FACE OF
NEW GWB COLUM ENCLOSURE
NEW FIN TUBE COVER
NEW CORIAN SILL
NEW SLIDINGSTORM WINDOW
EXISTINGEXTERIOR WINDOW
RUN FIN TUBE PIPINGTHROUGH NEW FURR OUT WALLSEE ENG DRAWINGS
SEE RCPB.O. ACT
1/2" SAG-RESISTANT GWBON 3 5/8" MTL STUD. ALIGNWITH ACT
ACT TYP
6"
SEE RCPB.O. GWB
2
A9.01
7' -
9" (V
.I.F.
)
7' - 9" (V.I.F.)
EQEQ
EQ
ALIG
N W
/ (E)
NOTES:1) EQ. SPACED VERTICAL STANDARDS, NOT TO EXCEED 2'-6" O.C.2) SEE ELEVATIONS FOR NUMBER OF SHELVES.
HEAVY DUTY 48" STDS& BRACKETS, TYP.BRACKET DEPTH VARIES PER SHELFDEPTH. (FINISH AS SPECIFIED)
PLASTIC LAMINATE ONPARTICLE BOARD SHELVES TYP.(SEE ELEVS. FOR WIDTHS OFSHELVES)
PLASTIC LAMINATE ONON PARTICLE BOARD ENDPANELS, AS NEEDED.
BLOCKING REQUIRED AT ALLSHELVING LOCATIONS ON NEWWALLS. CLEAT MOUNTING ISACCEPTABLE AT EXISTING WALLS.
B.O. STANDARDS
6"
FACE OF WALL
S6-XX
1' - 0" @ TYPE S6
SEE ELEVATIONS
SEE ELEVATIONS
1' - 0"
MILLER DYER SPEARS INC.99 CHAUNCY STREET
BOSTON, MA 02111617-338-5350 tel617-338-0033 fax
WWW.MDS-BOS.COM
architectureplanninginteriors
Drawing Number
DescriptionDate
R.W. SULLIVAN ENGINEERING
529 MAIN STREET, SUITE 203BOSTON, MA 02129(617) 523-8227
MEP/FP ENGINEER
No.
Drawing Title
Revisions
DescriptionDateNo.
Issues
Project Status:
Drawn By:
Checked By:
Issue Date:
Project No:
c C
opyr
ight
Mille
r Dye
r Spe
a rs
Inc.
10/4
/201
3 4:
19:2
7 PM
As indicated
C:\U
sers
\rmar
tin\D
ocum
ents
\132
6-00
1 N
EU E
ll H
all 3
rd F
loor
_rm
artin
.rvt
INTERIOR DETAILS &CASEWORK DETAIL
A9.01
ELL HALL 3RD FLOORSUITE 301RENOVATION
XXX
100% CDs
RM
GG
10/04/2013
1326-000
346 Huntington Ave. Boston, MA 02115
SCALE: 3" = 1'-0"1 TRANSITION AT RESILIENT TO CARPET
SCALE: 1 1/2" = 1'-0"2 WINDOW SILL & HEAD @ 301
SCALE: 1 1/2" = 1'-0"5 CEILING DETAIL - TYP ACT-GWB SOFFIT
SCALE: 1 1/2" = 1'-0"4 CEILING DETAIL - TYP ACT-GWB SOFFITSCALE: 1 1/2" = 1'-0"7 ENLARGED PLAN AT TYP. EXTERIOR COLUMN
SCALE: 1 1/2" = 1'-0"3 WINDOW HEAD @ 301A & 301B
SCALE: 1/2" = 1'-0"6 TYP. STORM WINDOW @ ALL SUITE WINDOWS
SCALE: 1 1/2" = 1'-0"8 ADJ. SHELVING UPPER
MILLER DYER SPEARS99 CHAUNCY STREET
BOSTON, MA 02111617-338-5350 tel617-338-0033 fax
WWW.MDS-BOS.COM
architectureplanninginteriors
Project: 9/12/2013ELL HALL 3RD FLOOR SUITE 301 RENOVATION PERSPECTIVE 3
OPEN TOBEYOND
2
A9.02 SIM.
PL-1
SS-1
2' -
10"
2' - 5"3' - 6"1"
8
9
7
B
OPENOFFICE
301
5
4' -
0"4'
- 6"
3
6' -
8"4"
3' - 0" 2 7/8"
610
AB
5
A9.02
1 PL-1
RC-1
5
2' -
6"3' - 4" 2' - 10" 2' - 10" 2' - 10" 2' - 10"
FILLER PANEL (EQ)FILLER PANEL (EQ)2'
- 0"
2' -
6"
7 7
7
A9.02
6
A9.02
GL-1
2
4' - 0"
4' -
0"3'
- 0"
301A
BEY
ON
D
EQEQ
64
3
2
A9.02
8
A9.02
2PL-1
PL-1
3
A9.02
2' -
10"
1' -
8"2'
- 6"
3' - 0"
2' - 11"2' - 11"
7
9
A9.02
3' - 0"
2
A9.02 SIM.
2' -
10"
4' -
6"
PL-1
SS-1
OPEN TOROOM 301BEYOND
7
3
6' - 0"
4' -
0"3'
- 0"
6
INTERIOR ELEVATIONS GENERAL NOTES
A. REFER TO ROOM FINISH SCHEDULE FOR SPECIFIC FINISHMATERIALS FOR EACH SPACE.
B. CLARIFY DISCREPANCIES BETWEEN ARCHITECTURALINTERIOR ELEVATIONS AND MECHANICAL, ELECTRICAL,PLUMBING, AUDIO-VISUAL, AND EQUIPMENT DOCUMENTS PRIORTO INSTALLATION.
C. REFER TO SHEET A0.20 FOR TYPICAL MOUNTING HEIGHTS
D. REFER TO SHEET A9.10 FOR FURNITURE LAYOUT
E. REFER TO FINISH PLANS FOR FINISH PATTERNS AND LAYOUTS
OPEN TOROOM 301BEYOND
4' -
6"4'
- 0"
3
COUNTERTOP PRINTERBY OWNER
6
6' -
6"
3' -
0"
2' -
0"
COUNTERTOP PRINTERBY OWNER
3' - 2" VIF.2' - 6"FILLER PANEL
10
A9.02
11
A9.02
8
A9.01
6' -
0"
1' -
0"
3' - 2" VIF.
COAT HOOKSSAFCO ITEM#4201
PL-1
RC-1
5' -
6"3'
- 0"
MILLER DYER SPEARS INC.99 CHAUNCY STREET
BOSTON, MA 02111617-338-5350 tel617-338-0033 fax
WWW.MDS-BOS.COM
architectureplanninginteriors
Drawing Number
DescriptionDate
R.W. SULLIVAN ENGINEERING
529 MAIN STREET, SUITE 203BOSTON, MA 02129(617) 523-8227
MEP/FP ENGINEER
No.
Drawing Title
Revisions
DescriptionDateNo.
Issues
Project Status:
Drawn By:
Checked By:
Issue Date:
Project No:
c C
opyr
ight
Mille
r Dye
r Spe
a rs
Inc.
10/4
/201
3 4:
19:2
5 PM
As indicated
C:\U
sers
\rmar
tin\D
ocum
ents
\132
6-00
1 N
EU E
ll H
all 3
rd F
loor
_rm
artin
.rvt
INTERIOR ELEVATIONS
A8.01
ELL HALL 3RD FLOORSUITE 301RENOVATION
XXX
100% CDs
AP & RM
GG
10/04/2013
1326-000
346 Huntington Ave. Boston, MA 02115
SCALE: 1/4" = 1'-0"11 301A - OPEN OFFICE - NORTH
SCALE: 1/4" = 1'-0"5 301 - OPEN OFFICE - EAST
SCALE: 1/4" = 1'-0"8 301 - ENTRANCE - EAST
SCALE: 1/4" = 1'-0"1 301 - OPEN OFFICE - WEST
SCALE: 1/4" = 1'-0"9 301A TO 301 CORRIDOR - SOUTHSCALE: 1/4" = 1'-0"10 301B - CONF. ROOM - EAST
SCALE: 1/4" = 1'-0"7 301C - KITCHENETTE - SOUTH SCALE: 1/4" = 1'-0"6 301C - KITCHENETTE - WEST
SCALE: 1/4" = 1'-0"2 301D - MEETING ROOM - SOUTH
KEYNOTES - INTERIOR ELEVATIONNO. NOTE
1 DIRTT DEMOUNTABLE PARTITION - SEE DETAILS ON A9.122 REFRIGERATOR BY OWNER3 RESIN PANEL IN ALUMINUM CHANNELS (SEE WALL TYPE)4 LCD SCREEN BY OWNER PROVIDE BLOCKING FOR MOUNTING
AND ELECTRICAL CONNECTIONS AS NEEDED5 FURNITURE BY OWNER6 WALL MOUNTED MAGNETIC WHITE BOARD (SEE
SPECIFICATIONS)7 FILLER PANEL8 PROVIDE FINISHED BACK AND END PANEL9 UNDER COUNTER REFRIGERATOR BY OWNER10 DEMOUNTABLE WALL SYSTEM (SEE A9.11/A9.12)
SCALE: 1/4" = 1'-0"3 301 - COPY AREA - WESTSCALE: 1/4" = 1'-0"4 301 - COPY AREA - SOUTH
Above: progression of existing through completed corridor
Left & Below: design and construction of millwork
Above: existing window on the left, new storm window on the right
Above: storm window & sill drawings
-
DOOR
H.M. DOORFRAMEMCT-1RESILIENT FLOOR FINISHSLT-XX-C JOHNSONITE SLIM LINETRANSITIONCOLOR TO MATCH RB-1
CPT AS SCHEDULED
CORIAN TOP AT (E)WINDOW SILL HT.
BACKER ROD ANDSEALANT
(E) CURTAIN WALL
5/8" GYP
ALIGN FACE OF FINTUBE COVER W/COLUMN ENCLOSUREBEYOND.
RUBBERBASE (TYP)
(E) MAS WALL
4 1/
2"
2' -
5" V
IF
METAL STUDS
AIR SPACE
NEW SLIDING ALUM.STORM WINDOW SYSTEM
(E) SPANDREL GLASS
MANUALLY OPERATEDROLLER SHADESYSTEM W/ SNAP-LOCKING FASCIA
2"
VIF
4" V.I.F.
1/2" SAG-RESISTANTGWB ALIGN WITH TOPMULLION
SEE RCPB.O. ACT
SEE RCPB.O. SOFFIT
1/2" SAG-RESISTANTGWB ON 3 5/8" MTLSTUD TYP.
ACT TYP
SEE
RC
P6"
MIN
.
SEE RCPB.O. ACT
1/2" SAG-RESISTANT GWBON 3 5/8" MTL STUD TYP.
ACT TYP
(E) WAFFLE SLAB
6" M
IN.
1"
ALIGN AND SEAL AT DIRTTWALL WHERE IT APPLIES
A
2A
2A 4
INTERIOR
ALIGN FACE OFFIN TUBE COVER TO FACE OF
NEW GWB COLUM ENCLOSURE
NEW FIN TUBE COVER
NEW CORIAN SILL
NEW SLIDINGSTORM WINDOW
EXISTINGEXTERIOR WINDOW
RUN FIN TUBE PIPINGTHROUGH NEW FURR OUT WALLSEE ENG DRAWINGS
SEE RCPB.O. ACT
1/2" SAG-RESISTANT GWBON 3 5/8" MTL STUD. ALIGNWITH ACT
ACT TYP
6"
SEE RCPB.O. GWB
2
A9.01
7' -
9" (V
.I.F.
)
7' - 9" (V.I.F.)
EQEQ
EQ
ALIG
N W
/ (E)
NOTES:1) EQ. SPACED VERTICAL STANDARDS, NOT TO EXCEED 2'-6" O.C.2) SEE ELEVATIONS FOR NUMBER OF SHELVES.
HEAVY DUTY 48" STDS& BRACKETS, TYP.BRACKET DEPTH VARIES PER SHELFDEPTH. (FINISH AS SPECIFIED)
PLASTIC LAMINATE ONPARTICLE BOARD SHELVES TYP.(SEE ELEVS. FOR WIDTHS OFSHELVES)
PLASTIC LAMINATE ONON PARTICLE BOARD ENDPANELS, AS NEEDED.
BLOCKING REQUIRED AT ALLSHELVING LOCATIONS ON NEWWALLS. CLEAT MOUNTING ISACCEPTABLE AT EXISTING WALLS.
B.O. STANDARDS
6"
FACE OF WALL
S6-XX
1' - 0" @ TYPE S6
SEE ELEVATIONS
SEE ELEVATIONS
1' - 0"
MILLER DYER SPEARS INC.99 CHAUNCY STREET
BOSTON, MA 02111617-338-5350 tel617-338-0033 fax
WWW.MDS-BOS.COM
architectur