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KENDALL SQUARE BUILDING 3
DESIGN SUBMISSIONNOVEMBER 17, 2016
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MIT KENDALL SQUARESoMa PROJECT
BUILDING 3NOVEMBER 17, 2016
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MIT KENDALL SQUARESoMa PROJECT
BUILDING 3NOVEMBER 17, 2016
TABLE OF CONTENTSKENDALL BUILDING 3DESIGN SUBMISSION NOVEMBER 17, 2016
1. DESIGN REVIEW NARRATIVE2. DIMENSIONAL FORM3. DESIGN REVIEW GRAPHICS
SITE PLANBUILDING PLANSBUILDING SECTIONS & ELEVATIONSBUILDING DETAILSSIGNAGE ELEVATIONS
4. SUSTAINABILITY NARRATIVE5. LEED SCORECARD6. ACOUSTICAL NARRATIVE7. WIND NARRATIVE
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MIT KENDALL SQUARESoMa PROJECT
BUILDING 3NOVEMBER 17, 2016
DESIGN REVIEW NARRATIVE
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I. Building 3 Design Review - Overview
Project Summary
The Building 3 project is a proposed mixed use building project containing 380,201 square feet of Gross
Floor Area located on Building Site 3 in the PUD-5 District of Kendall Square. It is one of five building
projects approved by the Planning Board as part of Special Permit #303. The Building 3 Project will
incorporate the existing building located at 238 Main Street (MIT E48) and a 12-story commercial lab
and office building addition along the southerly building face of 238 Main Street. The 238 Main Street
portion of the combined building will maintain its existing uses including approximately 17,495 square
feet of retail space on the ground floor/basement and approximately 74,843 square feet of commercial
office space on the upper floors. The building addition will include approximately 16,032 square feet of
retail space on the ground floor, access to a parking garage off Wadsworth Street, approximately
271,830 square feet of flexible lab and office space on levels 2-12 and a 2-story penthouse for base
building and tenant equipment. The main entry to the new building will be at 238 Main Street, with a 5-
story atrium separating the lower masses of the existing building and the building addition.
Parking for Building 3 Project uses will be included in the 1,459 aggregate spaces approved for the
SoMa development and will be accommodated in a six level underground parking garage located below
the new building and open space to the south designed to serve Site 3 and adjacent Sites 4, 5 and 6.
Automobiles utilizing the parking will access the underground garage via the ramps on Amherst Street
located to the west of its intersection with Hayward Street and below the new portion of the Building 3
project at Wadsworth Street. Loading facilities, all of which are situated below grade, are accessed from
a ramp off Hayward Street and the entry to the loading ramp is incorporated into the Building 4 project.
The parking garage and loading design is consistent with what was approved through the PUD Special
Permit and Final Development Plan process and has progressed through the administrative review
process. Related enabling activities have commenced and the garage construction is expected to begin
in early 2017.
Long-term bicycle parking, with elevator access, is accommodated in the first level of the underground
garage. No fewer than the approximately 64 of the long term bicycle parking spaces in the garage
required per the program components of Building 3 will be available upon Building 3 occupancy.
Likewise the Building 3 program requires 34 short term bicycle parking spaces. These will be provided
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near the main entries of Building 3 as part of the landscape construction under separate Planning Board
review.
Building 3 will add energy and vitality to Kendall Square and MIT’s East Campus. Consistent with MIT’s
PUD-5 retail strategy, entries to active ground floor uses will occur on all four sides of the building and
will keep the ground floor dynamic throughout the day, evening and weekend. Although tenants for the
ground floor are not yet identified, the spaces are designed to accommodate active retailers that will
complement the significant level of energy expected along Main Street and elsewhere in Kendall Square.
MIT has hired a Director of Retail to focus on tenanting the Kendall Square ground floor spaces. The
Director and design teams are working closely to ensure that all spaces – even those that are not
standard as a result of achieving retail on four sides – can be successfully activated with a variety of
tenants.
Construction of Building 3 is expected to begin in 2017, with completion expected in 2019. MIT has
worked closely with each of the individual retail tenants of 238 Main Street over the past year to devise
smooth exits or relocations from their current locations. The existing retail tenants at 238 Main Street
may be able to operate in place through the early phases of construction. As such, plans for relocations
have not yet been finalized. MIT will work with retail tenants individually to formulate a transition plan
that works best for each tenant.
Consistency with Special Permit
Special Permit #303 provides for a Building 3 Project having a total approved Gross Floor Area of
362,119 square feet of which 13,500 square feet is exempt from the calculation of GFA as Active Uses
GFA. As set forth above, the Building 3 Project measures 380,201 square feet of GFA (of which
approximately 16,764 square is exempt from the calculation of GFA), and is consistent with the Special
Permit per the requirements of its Condition #1.a.vii. Additionally, the building height does not exceed
200 feet, which is the building height approved for Building 3 in the Special Permit. The land area of
Building Site 3 measures approximately 60,954 square feet, which is consistent with the Special Permit.
The Development Program contained in this Design Review Submission is consistent with the
Development Program for Building Site 3 contained in the Special Permit. The GFA, building height,
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MIT KENDALL SQUARESoMa PROJECT
BUILDING 3NOVEMBER 17, 2016
DESIGN REVIEW NARRATIVE
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setbacks and mix of uses of Building 3 has not changed in any material way as indicated by the
Dimensional Table attached to this application.
Planning Board Review
In connection with granting Design Review approval, MIT requests that the Planning Board, pursuant to
the provisions of Section 14 of the Special Permit, approve the revised subdivision plan and layout of
Building Site 3 as depicted on said Plan, which is consistent with the Building Site Plan that was included
and approved in the Special Permit.
The Special Permit requires the review of Publically Beneficial Open Space located on a particular
building site to be reviewed as part of the design review process for each individual building site.
Further, open space on Building Sites 3 and 4 shall be reviewed in combination prior to the issuance of a
building permit for either Building 3 or 4. Landscape materials for the above referenced areas were
submitted to the Planning Board for review on October 24, 2016.
Status of Mitigation and Commitments
Housing Contribution
As the Building 3 Project will be considered an Incentive Project pursuant to Section 11.201 of the
Zoning Ordinance, the new commercial GFA included in the Building 3 Project will require the payment
of a Housing Contribution pursuant to Section 11.203.1 of the Ordinance. As indicated in the
Dimensional Table included with this Design Review submission, Building 3 will contain approximately
289,049 square feet of new commercial GFA. That commercial GFA will result in a Housing Contribution
of approximately $4,001,032, which will be payable, pursuant to the requirements of Section 11.203.1.3.
of the Zoning Ordinance at the time that Building 3 receives its Certificate of Occupancy.
Traffic
Appendix B of Special Permit #303 enumerates certain transportation mitigation and monitoring
requirements that may be triggered at Certificate of Occupancy of the Building 3 project components.
MIT will work with the City’s Traffic, Parking and Transportation department on the design and timing of
required items. In addition, to the extent that it has not been funded (at building permit for Building 4),
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MIT will provide the initial funding associated with the installation, operations and maintenance of two
Hubway stations at building permit for the Building 3 project.
Community Fund Payments and Community Benefit Organization Contributions
As required by Section 13.810.2 of the Ordinance and Paragraph G of the Commitment Letter,
respectively, the first and second Community Fund Payments and Community Benefit Organization
Contributions have been made by MIT to the City, with the first being paid in July 2013, and the second
being paid in April 2016. As a result of the above, MIT has satisfied its payment and contribution
obligations relative to each of these items until such time as MIT applies for a building permit for new
commercial square footage in excess of 500,000 square feet. As the commercial space contained in
Building 3 does not result in the aggregate new commercial square footage exceeding 500,000 square
feet when combined with buildings anticipated to apply for Building Permit before it (Building 4), no
Community Fund Payment or Community Benefit Organization Contribution is expected to be required
in connection with the construction and occupancy of Building 3.
Other April 8, 2013 Commitments
All other commitments contained in the Commitment Letter from MIT to the City of Cambridge dated
April 8, 2013, have been and continue to be satisfied by MIT to the extent implicated by the proposed
development on Building Site 3.
Dimensional Form
The Standard Cambridge Form with revisions to show progress toward maximum allowable Gross Floor
Area of overall PUD Final Development Plan is included in this submission.
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MIT KENDALL SQUARESoMa PROJECT
BUILDING 3NOVEMBER 17, 2016
DESIGN REVIEW NARRATIVE
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II. Building 3 Urban Design Narrative
Urban Design Objectives
The proposed design is consistent with the Building 3 guidelines and objectives as described in the
Kendall Square PUD-5 Design Guidelines. A principal urban design objective for Building 3 is to reinforce
the scale and character of Main Street by preserving the 238 Main Street building. The building addition
is sited directly to the south of 238 Main Street and is visually separated from the existing Main Street
massing by a 30’ wide, 5 story high glass atrium that allows abundant light into both portions of the
building. The atrium is accessed through the front entry of 238 Main Street and from Wadsworth Street.
Modifications to 238 Main Street to accommodate the atrium and two-story entry have been reviewed
with the Executive Director of the Cambridge Historical Commission (CHC).
The ground floor in the building expands upon the existing retail activity with over 30,000 sf of retail on
Main Street, Hayward Street, Wadsworth Street, and the public space to the south. The design will allow
for maximum visual transparency between the sidewalk and retail spaces, while allowing for the future
incorporation of additional entrances to optimize pedestrian flow in and out of the building.
The building has two dynamic massing moves that connect this building to the ensemble of buildings
that MIT is developing South of Main (SoMa) in Kendall Square. The first five stories of the building
create a similarly scaled lower mass to the existing 238 Main Street structure and also relates to the
Suffolk Engraving and J.L. Hammett buildings to the northwest and to the height and scale of the
Muckley building to the south. This 5 story expression with ground floor retail locks the building into the
context of these early 20th century brick and precast manufacturing buildings.
The upper 6 stories dramatically rotate 90 degrees to reinforce Wadsworth Street as the predominant
north-south street connector that links East Cambridge to the Charles River. This mass pivots on a
recessed 6th floor that allows it to float above its base and creates a landscaped terrace overlooking the
new public open space that is part of the larger SoMa development. The pivoted mass also creates a
gateway expression from the public space to the east towards the Sloan School through a cantilever at
the sixth floor, the underside of which will be programmed with art and lighting, to draw pedestrians
through the space. This upper mass is composed of a glassy curtain wall which will reflect the sky,
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screen the mechanical penthouse, and create an asymmetric mass behind the clock tower which
articulates the end of Third Street.
The Architectural Expression
The building addition works with the surrounding 6 story structures to create a pedestrian scaled early
20th century feel. Its ground floor retail will enliven the area with restaurants, service, and specialty
retail activities. The retail design will create a range of pedestrian oriented spillout with awnings and
entries that will announce each retail opportunity.
The 238 Main Street existing entry will be expanded into a 2 story expression that will continue into the
atrium. The atrium is anticipated to extend along a portion of the south side of 238 Main Street
connecting 238 Main Street with the building addition. Six story glass walls at the Wadsworth Street
and Hayward Street facades will fill the atrium with light throughout the day and connect to the existing
pedestrian system. This interior public space will provide seating, display, and meeting space for
tenants, visitors, students, faculty, and neighbors. 238 Main Street and the building addition will each
have lobbies to access their upper floors.
The lower mass of the building addition will pick up on the scale of the 238 Main Street building, and will
be wrapped in a highly glazed skin with tightly-spaced vertical aluminum fins. The upper portion of the
mass will continue the module, scale, and materiality of the lower mass in a transparent, slightly
reflective, glass curtain wall. The penthouse will continue this expression with the vertical fins unifying
the louvered face with the glazed wall below, such that the screen appears to disappear into the skyline.
This architecture is complimentary of the scale and character of the early 20th century buildings being
preserved and a bold new expression of 21st century office/lab buildings. Pedestrian entrances will be
provided on all four sides of the building - from Hayward Street to the west, along Main Street to the
north, from Wadsworth Street to the east and along the new open space to the south.
The building has been designed to mitigate adverse environmental impacts upon its neighbors. Building
3 is oriented on the site and set back off of Main Street in order to minimize shadow impact on open
spaces. The anticipated shadow is consistent with the shadow studies presented as part of the Special
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MIT KENDALL SQUARESoMa PROJECT
BUILDING 3NOVEMBER 17, 2016
DESIGN REVIEW NARRATIVE
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Permit submission. Since the granting of the Special Permit the team has continued to test wind
conditions in SoMa to reflect planting, landscape and other design changes. An update on wind study
tests is included in this submission.
Mechanical equipment will be carefully designed to minimize noise and exhaust, and have been located
in fully enclosed two penthouse levels. The emergency generator and cooling tower are located within
wells and are not visible. Strobic exhaust fans and specialty exhaust fans for the building’s laboratory
tenants will be on the roof of the penthouses, with particular care to locate the taller fans in the center
of the building to minimize views of them from the street. Exhaust for ambient garage air will be
centered 15 feet above sidewalk. An acoustical report for Building 3 is included in this
submission. Waste and recycling compactors and loading docks are located below grade, at Level P1 of
the parking garage.
Building Sustainability
MIT’s Kendall Square Initiative is designed to be a leader in urban sustainability revitalization and
renewal. MIT has made sustainability an integral part of the project and Building 3’s design process and
is committed to developing buildings that are sustainably designed, energy efficient, environmentally
conscious and healthy for the occupants and visitors that enhance the community.
MIT has embraced an integrated design process and includes technical experts who are actively engaged
with the design process of both the site and overall SoMa District. This comprehensive view allows the
development to incorporate sustainability best practices in design and operation, stormwater capture
and reuse, transportation and landscape strategies.
MIT established a minimum commitment to Leadership in Energy and Environmental Design (LEED) Gold
and Building 3 will achieve a LEED Gold Rating under the v4 system. The team’s efforts have been in
developing a building that is sustainably designed, energy efficient, environmentally conscious, and
healthy for the occupants, visitors, and community and committed to earn the buildings at least 60
credit points under the more stringent LEED v4 system, for LEED Gold ratings.
As required by Special Permit #303 included in this submission are a LEED Checklist and Narrative for
Building 4 consistent with Article 22.20. These materials address the sustainability standards contained Page | 8
in Section 13.89.4 and the sustainability strategies and guidelines set forth in Appendix D of Special
Permit #303.
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MIT KENDALL SQUARESoMa PROJECT
BUILDING 3NOVEMBER 17, 2016
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MIT KENDALL SQUARESoMa PROJECT
BUILDING 3NOVEMBER 17, 2016
Planning Board Special Permit #303 – MIT “SoMa” Planned Unit Development Building 3 Dimensional Form
DRAFT – FOR REVIEW ONLY Page 1 of 2
Dimensional Form for SoMa Building 3
Allowed/ Required Existing* Removed ** Proposed
Building 3 Total
Land Area 25,000 60,954 0 0 60,954 Total Non-Exempt GFA 348,619 94,413 94,413 363,437 363,437
Residential N/A 0 0 0 0 Commercial 348,619 94,413 94,413 363,437 363,437
Office 65,119 76,918 76,918 74,843 74,843 Lab 270,000 0 0 271,830 271,830
Innovation 0 0 0 0 0 Retail 13,500 17,495 17,495 16,764 16,764
Academic (all types) N/A 0 0 0 0
Non-Exempt Dormitory N/A 0 0 0 0
Structured Parking N/A 0 0 0 0
Total Non-Exempt FAR
Max. 3.9 across PUD-5 1.55 1.55 6.0 6.0
Total Exempt GFA *** 13,500 0 0 16,764 16,764
Ground-Floor Retail 13,500 0 0 16,764 16,764
Public Transportation N/A 0 0 0 0
Residential/ Dormitory N/A 0 0 0 0
Innovation See Note 2 0 0 See Note 2 See Note 2 Total Dwelling Units N/A 0 0 0 0
Market Rate Units
No max. or min. 0 0 0 0
Affordable Units N/A 0 0 0 0 Dormitory Beds/Units N/A 0 0 0 0
Publicly Beneficial Open Space
15% in PUD-5 total
See Note 3 Below
See Note 3 Below
See Note 3 Below
See Note 3 Below
Max Height 200 ft. N/A N/A 200 ft. 200 ft. Min Yard Setbacks 0 0 0 0 0
Off Street Parking
See Note 1 below
See Note 1 below
See Note 1 below
See Note 1 below
See Note 1 below
Bicycle Parking 98 0 0 98 98
Planning Board Special Permit #303 – MIT “SoMa” Planned Unit Development Building 3 Dimensional Form
DRAFT – FOR REVIEW ONLY Page 2 of 2
*GFA that is existing on Building Site 3 as of January 1, 2013. For the Building 3 Project, the existing number has been amended to reflect 16,000 sf of existing GFA, primarily basement storage, that was unaccounted for in Special Permit #303. **Building Site GFA that is demolished or renovated. Includes existing upper floor office space at 238 Main Street.
*** Proposed retail GFA is conceptually estimated at 50% exempt. Actual exemption will be known at building occupancy. Note 1: 70 commercial and 49 academic parking spaces exist on Building Site 3. These are being discontinued as part of the SoMa enabling and garage construction that has progressed separately through the administrative review process. Parking will be located in subsurface garage following construction of same. Note 2: Innovation Space as required by section 13.89.3 of the Ordinance is provided in PUD-5 as described in Special Permits #303 and #302. Note 3: 40,973 (46%) included in previously submitted SoMa landscape proposal for area generally bordered by Main Street, Carlton Street, Amherst Street and Wadsworth Street.
DIMENSIONAL FORM6
MIT KENDALL SQUARESoMa PROJECT
BUILDING 3NOVEMBER 17, 2016
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MIT KENDALL SQUARESoMa PROJECT
BUILDING 3NOVEMBER 17, 2016
DESIGN REVIEW GRAPHIC MATERIALSKENDALL SQUARE BUILDING 3
NOVEMBER 17, 2016NOVEMBER 17, 2016
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MIT KENDALL SQUARESoMa PROJECT
BUILDING 3NOVEMBER 17, 2016
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MIT KENDALL SQUARESoMa PROJECT
BUILDING 3NOVEMBER 17, 2016
SITE 3 IN OPEN SPACE PLAN10
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BUILDING 3NOVEMBER 17, 2016
4' - 1
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LEVEL 1KENDALL SITE 3MITIMCO DESIGN DEVELOPMENT
0 15' 30' 60' BUILDING 3 SITE PLAN
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MIT KENDALL SQUARESoMa PROJECT
BUILDING 3NOVEMBER 17, 2016
GROUND FLOOR PLAN
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LEVEL 1KENDALL SITE 3MITIMCO DESIGN DEVELOPMENT
0 15' 30' 60'NADAAA PERKINS+WILL | MIT | SIT E 4 | OC TO B ER 21, 2 016 7
SERVICE / MECHANICAL
SERVICE / MECHANICAL
SERVICE / MECHANICAL
PLAN: LEVEL 05
0 5 10 20 30 50’
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0 5 10 20 30 50’
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SERVICE / MECHANICAL
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PLAN: LEVEL 05
0 5 10 20 30 50’
52'-10"30'-0"100'-0"
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0 5 10 20 30 50’
52'-10"30'-0"100'-0"
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201'
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105'-6" 19'-8"
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LEVEL 6 PLANKENDALL SITE 3PHASE 1MITIMCO DESIGN DEVELOPMENT
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0 15' 30' 60'NADAAA PERKINS+WILL | MIT | SIT E 4 | OC TO B ER 21, 2 016 7
SERVICE / MECHANICAL
SERVICE / MECHANICAL
SERVICE / MECHANICAL
PLAN: LEVEL 05
0 5 10 20 30 50’
52'-10"30'-0"100'-0"
212'-6"
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-6"
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105'-6" 19'-8"
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0 5 10 20 30 50’
52'-10"30'-0"100'-0"
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- 2"
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UPPER LEVELSKENDALL SITE 3MITIMCO DESIGN DEVELOPMENT
LAB/OFFICE
TYPICAL UPPER FLOOR PLANS
ROOF TERRACE AT LEVEL 6
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LEVEL 1KENDALL SITE 3MITIMCO DESIGN DEVELOPMENT
0 15' 30' 60'NADAAA PERKINS+WILL | MIT | SIT E 4 | OC TO B ER 21, 2 016 7
SERVICE / MECHANICAL
SERVICE / MECHANICAL
SERVICE / MECHANICAL
PLAN: LEVEL 05
0 5 10 20 30 50’
52'-10"30'-0"100'-0"
212'-6"
111'
-6"
201'
-0"
89'-6
"
212'-6"
105'-6" 19'-8"
189'
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37'-6
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237'
-2"
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70'-10"16'-6"
28'-8"
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HAY
WA
RD
STR
EET
WA
DSW
OR
TH S
TREE
T
33’-0
”
16
MIT KENDALL SQUARESoMa PROJECT
BUILDING 3NOVEMBER 17, 2016
NADAAA PERKINS+WILL | MIT | SIT E 4 | OC TO B ER 21, 2 016 8
JT
JT
JT
JT
JTJT
JT
JTJT
JT
JT
JT
JT
0 5 10 20 30 50’
52'-10"30'-0"100'-0"
212'-6"
111'
-6"
201'
-0"
89'-6
"
212'-6"
105'-6" 19'-8"
125'
-2"
70'-10"16'-6"
28'-8"
98'-9
"
T
NOVEMBER 2, 2016
185'
- 2"
135' - 8"
ROOFKENDALL SITE 3MITIMCO DESIGN DEVELOPMENT
ROOF PLAN
EMERGENCY GENERATOR
EMERGENCY GENERATOR
STROBIC FANS
COOLING TOWER
FUTURE TENANT
EQUIPMENT
FUTURE TENANT
EQUIPMENT
STROBIC FANSROOF TERRACE AT LEVEL 6
4' - 1
"14
5' - 1
1"EX
ISTI
NG23
8 MAI
NST
R EET
81'-
0"
86' - 10"
208' - 8"
150'
-0"
LEVEL 1KENDALL SITE 3MITIMCO DESIGN DEVELOPMENT
0 15' 30' 60'NADAAA PERKINS+WILL | MIT | SIT E 4 | OC TO B ER 21, 2 016 7
SERVICE / MECHANICAL
SERVICE / MECHANICAL
SERVICE / MECHANICAL
PLAN: LEVEL 05
0 5 10 20 30 50’
52'-10"30'-0"100'-0"
212'-6"
111'
-6"
201'
-0"
89'-6
"
212'-6"
105'-6" 19'-8"
189'
-0"
37'-6
"
237'
-2"
T
70'-10"16'-6"
28'-8"
19'-3
"
10'-8
"
NOVEMBER 2, 2016
HAY
WA
RD
STR
EET
WA
DSW
OR
TH S
TREE
T
17
MIT KENDALL SQUARESoMa PROJECT
BUILDING 3NOVEMBER 17, 2016
119'
- 2"
30' -
9"
212' - 8"
LEVEL 2KENDALL SITE 3MITIMCO DESIGN DEVELOPMENT
119'
- 2"
30' -
9"212' - 8"
LEVEL 2KENDALL SITE 3MITIMCO DESIGN DEVELOPMENT
NADAAA PERKINS+WILL | MIT | SIT E 4 | OC TO B ER 21, 2 016 8
JT
JT
JT
JT
JTJT
JT
JTJT
JT
JT
JT
JT
0 5 10 20 30 50’
52'-10"30'-0"100'-0"
212'-6"
111'
-6"
201'
-0"
89'-6
"
212'-6"
105'-6" 19'-8"
125'
-2"
70'-10"16'-6"
28'-8"
98'-9
"
T
NOVEMBER 2, 2016
143'
- 0"
92' -
0"
78' - 0"
9' - 0
"
SECTIONKENDALL SITE 3PHASE 1MITIMCO DESIGN DEVELOPMENT
143'
- 0"
92' -
0"
78' - 0"
9' - 0
"
SECTIONKENDALL SITE 3PHASE 1MITIMCO DESIGN DEVELOPMENT
143' - 0"92' - 0"
78' - 0"
9' - 0"
SECTIONKENDALL SITE 3PHASE 1MITIMCO DESIGN DEVELOPMENT
143' - 0"92' - 0"
78' - 0"
9' - 0"
SECTIONKENDALL SITE 3PHASE 1MITIMCO DESIGN DEVELOPMENT
LEVEL 1
LEVEL 2
LEVEL 3
LEVEL 4
LEVEL 5
LEVEL 6
LEVEL 7
LEVEL 8
LEVEL 9
LEVEL 10
LEVEL 11
LEVEL 12
LEVEL 13
LEVEL 14
P1BUILDING 3MAIN STREET 238 MAIN STREET MUCKLEY BUILDING
BUILDING SECTION
238 MAIN STREET OFFICE
4' - 1
"14
5' - 1
1"EX
ISTI
NG23
8 MAI
NST
R EET
81'-
0"
86' - 10"
208' - 8"
150'
-0"
LEVEL 1KENDALL SITE 3MITIMCO DESIGN DEVELOPMENT
0 15' 30' 60'NADAAA PERKINS+WILL | MIT | SIT E 4 | OC TO B ER 21, 2 016 7
SERVICE / MECHANICAL
SERVICE / MECHANICAL
SERVICE / MECHANICAL
PLAN: LEVEL 05
0 5 10 20 30 50’
52'-10"30'-0"100'-0"
212'-6"
111'
-6"
201'
-0"
89'-6
"
212'-6"
105'-6" 19'-8"
189'
-0"
37'-6
"
237'
-2"
T
70'-10"16'-6"
28'-8"
19'-3
"
10'-8
"
NOVEMBER 2, 2016
20’-0
”
LEV
EL
2
13’-0
”4’
-0”
7’-4
”
18
MIT KENDALL SQUARESoMa PROJECT
BUILDING 3NOVEMBER 17, 2016
NADAAA PERKINS+WILL | MIT | SIT E 4 | OC TO B ER 21, 2 016 8
JT
JT
JT
JT
JTJT
JT
JTJT
JT
JT
JT
JT
0 5 10 20 30 50’
52'-10"30'-0"100'-0"
212'-6"
111'
-6"
201'
-0"
89'-6
"
212'-6"
105'-6" 19'-8"
125'
-2"
70'-10"16'-6"
28'-8"
98'-9
"
T
NOVEMBER 2, 2016
143' - 0"92' - 0"
78' - 0"
9' - 0"
SECTIONKENDALL SITE 3PHASE 1MITIMCO DESIGN DEVELOPMENT
143' - 0"92' - 0"
78' - 0"
9' - 0"
SECTIONKENDALL SITE 3PHASE 1MITIMCO DESIGN DEVELOPMENT
LEVEL 1
LEVEL 2
LEVEL 3
LEVEL 4
LEVEL 5
LEVEL 6
LEVEL 7
LEVEL 8
LEVEL 9
LEVEL 10
LEVEL 11
LEVEL 12
LEVEL 13
LEVEL 14
P1BUILDING 3HAYWARD
STREETWADSWORTH
STREET
BUILDING SECTION
4' - 1
"14
5' - 1
1"EX
ISTI
NG23
8 MAI
NST
R EET
81'-
0"
86' - 10"
208' - 8"
150'
-0"
LEVEL 1KENDALL SITE 3MITIMCO DESIGN DEVELOPMENT
0 15' 30' 60'NADAAA PERKINS+WILL | MIT | SIT E 4 | OC TO B ER 21, 2 016 7
SERVICE / MECHANICAL
SERVICE / MECHANICAL
SERVICE / MECHANICAL
PLAN: LEVEL 05
0 5 10 20 30 50’
52'-10"30'-0"100'-0"
212'-6"
111'
-6"
201'
-0"
89'-6
"
212'-6"
105'-6" 19'-8"
189'
-0"
37'-6
"
237'
-2"
T
70'-10"16'-6"
28'-8"
19'-3
"
10'-8
"
NOVEMBER 2, 2016
20’-0
”
LEV
EL
2
9’-0
”7’
-4”
19
MIT KENDALL SQUARESoMa PROJECT
BUILDING 3NOVEMBER 17, 2016
NADAAA PERKINS+WILL | MIT | SIT E 4 | OC TO B ER 21, 2 016 8
JT
JT
JT
JT
JTJT
JT
JTJT
JT
JT
JT
JT
0 5 10 20 30 50’
52'-10"30'-0"100'-0"
212'-6"
111'
-6"
201'
-0"
89'-6
"
212'-6"
105'-6" 19'-8"
125'
-2"
70'-10"16'-6"
28'-8"
98'-9
"
T
NOVEMBER 2, 2016
WEST ELEVATION
BUILDING 3MAIN STREET 238 MAIN STREET MUCKLEY BUILDING
EXISTING BRICK FACADE, 238 MAIN STREET
HORIZONTAL LOUVERS WITH VERTICAL ALUMINUM FINS, 2’-9” ON CENTER
VISION GLASS CURTAIN WALL WITHVERTICAL ALUMINUM FINS, 9” DEEP, 2’-9” ON CENTER
VISION GLASS CURTAIN WALL WITH VERTICAL ALUMINUM FINS, 9” DEEP, 2’-9” ON CENTER
CURTAIN WALL, 5’-6” MODULE
LEVEL 6 ROOF DECK WITH GLASS RAILING
20
MIT KENDALL SQUARESoMa PROJECT
BUILDING 3NOVEMBER 17, 2016
EAST ELEVATION
BUILDING 3 MAIN STREET238 MAIN STREETMUCKLEY BUILDING
EXISTING BRICK FACADE, 238 MAIN STREET
HORIZONTAL LOUVERS WITH VERTICAL ALUMINUM FINS, 2’-9” ON CENTER
VISION GLASS CURTAIN WALL WITHVERTICAL ALUMINUM FINS, 9” DEEP, 2’-9” ON CENTER
VISION GLASS CURTAIN WALL WITHVERTICAL ALUMINUM FINS, 9” DEEP, 2’-9” ON CENTER
CURTAIN WALL, 5’-6” MODULE
21
MIT KENDALL SQUARESoMa PROJECT
BUILDING 3NOVEMBER 17, 2016
SOUTH ELEVATION
BUILDING 3BUILDING 4 BUILDING 2HAYWARD STREET
WADSWORTH STREET
LEVEL 6 ROOF DECK WITH GLASS RAILING
HORIZONTAL LOUVERS WITH VERTICAL ALUMINUM FINS, 2’-9” ON CENTER
VISION GLASS CURTAIN WALL WITHVERTICAL ALUMINUM FINS, 9” DEEP, 2’-9” ON CENTER
VISION GLASS CURTAIN WALL WITH VERTICAL ALUMINUM FINS, 9” DEEP, 2’-9” ON CENTER
22
MIT KENDALL SQUARESoMa PROJECT
BUILDING 3NOVEMBER 17, 2016
HAYWARD STREET
WADSWORTH STREET
238 MAIN STREETBUILDING 2 BUILDING 4
NORTH ELEVATION
LEVEL 6 ROOF DECK WITH GLASS RAILING
EXISTING BRICK FACADE, 238 MAIN STREET
HORIZONTAL LOUVERS WITH VERTICAL ALUMINUM FINS, 2’-9” ON CENTER
VISION GLASS CURTAIN WALL WITHVERTICAL ALUMINUM FINS, 9” DEEP, 2’-9” ON CENTER
UNITIZED CURTAIN WALL, 5’-6” MODULE
VERTICAL LOUVERS WITH VERTICAL ALUMINUM FINS, 2’-9” ON CENTER
NEW ENTRY
23
MIT KENDALL SQUARESoMa PROJECT
BUILDING 3NOVEMBER 17, 2016
PERSPECTIVE: DETAIL
HORIZONTAL ALUMINUM LOUVER
CURTAIN WALL WITH
ALUMINUM MULLIONS, 9” DEEP, 2’-9” ON CENTER
ALUMINUM MULLION, 9” DEEP, 2’-9” ON CENTER
WHITE ALUMINUM PANEL
24
MIT KENDALL SQUARESoMa PROJECT
BUILDING 3NOVEMBER 17, 2016
MIT KENDALL SQUARESoMa PROJECT
November 5, 2015
VISION GLASS CURTAINWALL W/ VERTICAL ALUMINUM FINS @ 2'-9" O.C.
WHITE GLASS SHADOWBOX W/ VERTICAL ALUMINUM FINS @ 2'-9" O.C.
CLEAR VISION GLASS
BUILDING 3CURTAINWALL DETAILS
GLASS SHADOWBOX WITH VERTICAL ALUMINUM FINS AT 2’-9” ON CENTER
VISION GLASS CURTAIN WALL WITHVERTICAL ALUMINUM FINS, 9” DEEP, 2’-9” ON CENTER
REFLECTIVE VISION GLASS
WALL DETAIL AXONOMETRIC25
MIT KENDALL SQUARESoMa PROJECT
BUILDING 3NOVEMBER 17, 2016
EXTERIOR LOUVER DETAILSROOF & PENTHOUSE
1. DETAIL SECTION
2. DETAIL SECTION26
MIT KENDALL SQUARESoMa PROJECT
BUILDING 3NOVEMBER 17, 2016
143'
- 0"
92' -
0"
78' - 0"
9' - 0
"
SECTIONKENDALL SITE 3PHASE 1MITIMCO DESIGN DEVELOPMENT
DETAIL SECTION 1
DETAIL SECTION 2
EXTERIOR LOUVER DETAILSLEVEL 1
2. ENLARGED SECTION 1. DETAIL ELEVATION
EAST ELEVATION
27
MIT KENDALL SQUARESoMa PROJECT
BUILDING 3NOVEMBER 17, 2016
DETAIL ELEVATION
LEVEL 0121' - 6"
LEVEL 0241' - 6"
Q.9RR.5R.6S.1 S 4A31-07
1A31-07
20' -
0"
S.05
CLEAR IGU (GL-2A) (08 80 00)
FIXED EXTRUDEDALUMINUM LOUVER(LVR-1) - (08 90 00)
ALUMINUM PLATE WALL PANELA (07 42 19)
FIXED EXTRUDEDALUMINUM LOUVER(LVR-1) - (08 90 00)
(TYP.)
5A31-07
6A31-07
2' - 9
"4'
- 3"
1' - 6
"1'
- 11"
9' - 7
"
ALUMINUM PLATE WALL PANELA (07 42 19)
38
Q.9RR.5R.6S.1
37.8
S
37.9
4' - 7" 5' - 6" 5' - 6" 5' - 6" 2' - 9 1/8" 4' - 0" 0' - 9" 0' - 9" 24' - 7 3/8" 4' - 1"
4' - 1" 22' - 8" 26' - 11" 4' - 1"
2' - 9
"1'
- 4"
1' - 1
0"
S.05
5' - 6
"5'
- 6"
4' - 7
"
ALUMINUM-FRAMEDENTRANCE ANDSTOREFRONT (SF-1)(08 41 13)
ALUMINUM-FRAMEDENTRANCE ANDSTOREFRONT (SF-1)(08 41 13)
ALUMINUM-FRAMEDENTRANCE ANDSTOREFRONT (SF-1)(08 41 13)
24' - 7 3/8"
ALUMINUM PLATE WALL PANELA (07 42 19)
ALUMINUM PLATE WALL PANELA (07 42 19)
ALUMINUM PLATE WALL PANELA (07 42 19)
LEVEL 0121' - 6"
LEVEL 0241' - 6"
3837.8
A32-022
20' -
0"
37.9
4' - 3
"1'
- 6"
11' -
6"
LEVEL 1.531' - 6"
A32-021
SIM
LEVEL 0121' - 6"
LEVEL 0241' - 6"
36.938 37.837.9 37
4' - 3
"2'
- 9"
FIXED EXTRUDEDALUMINUM LOUVER(LVR-1) - (08 90 00)
FIXED EXTRUDEDALUMINUM LOUVER(LVR-1) - (08 90 00)
ALUMINUM PLATE WALL PANELA (07 42 19)
20' -
0"
LEVEL 0121' - 6"
LEVEL 0241' - 6"
36.9 3837.8 37.937
3' - 0
"4'
- 0"
13' -
0"
FIXED EXTRUDEDALUMINUM LOUVER
(LVR-1) - (08 90 00)
FIXED EXTRUDEDALUMINUM LOUVER
(LVR-1) - (08 90 00)
ALUMINUM PLATE WALL PANELA (07 42 19)
20' -
0"
SHEET NUMBER
TITLEApproved
Checked
Drawn
Job Number
ISSUE CHART
15 234
A
D
B
C
15 234
A
D
B
C
CONSULTANTS
KEYPLAN
PROJECT
NOTE: DOCUMENTS ARE INPROGRESS AND MAY NOT BE USED
FOR REGULATORY APPROVAL,PERMITTING, OR CONSTRUCTION
PURPOSES.
STRUCTURAL
CIVIL
MEP
PARKING
DESIGN DEVELOPMENTJUNE 15, 2016
6/17
/201
6 11
:47:
48 A
Mc:
\tem
p\15
7010
- M
itim
co -
Parc
el -
N -
Inte
rior -
v20
16_ d
eerin
g r.rv
t
A31-07
ENLARGED EXTERIORWALL
IB
JW/NH
157010
IB
KENDALL SITE 3
Copyright © 2016 Perkins+Will
238 MAIN ST. SUITE 200CAMBRIDGE, MA 02142
CAMBRIDGE, MA
MITIMCO
McNAMARA SALVIA101 Federal St. 11th Flooth
Boston, MA 02110
AHA CONSULTING ENGINEERS700 Technology Square, Suite 402
Cambridge, MA 02139
225 Franklin Street, Suite 1100Boston, MA 02110
t 617.478.0300f 617.478.0321
www.perkinswill.com
1/4" = 1'-0"2 ENLARGED ELEVATION
1/4" = 1'-0"1 ENLARGED PLAN
1/4" = 1'-0"4 ENLARGED SECTION
1/4" = 1'-0"5 ENLARGED ELEVATION 1/4" = 1'-0"6 ENLARGED ELEVATION
MARK ISSUE DATE
LEVEL 1 EXTERIOR WALL SECTION
4’-0
”
1’-8”
VERTICAL ALUMINUM FIN
9”
28
MIT KENDALL SQUARESoMa PROJECT
BUILDING 3NOVEMBER 17, 2016
SOUTH ELEVATION
LEVEL 0121' - 6"
LEVEL 0241' - 6"
34333
A31-08
5
A31-08
1
A31-08
4
A31-08
20' -
0"
7' -
0"
1' -
6"
11' -
6"
31' - 8"
FIXED EXTRUDEDALUMINUM LOUVER(LVR-1) - (08 90 00)
LEVEL 0121' - 6"
LEVEL 0241' - 6"
S.1S
7' -
0"
13' -
0"
20' -
0"
S.05
UNITIZED CURTAINWALL (CW-1) (08 44 10)
ALUMINUM-FRAMEDENTRANCEANDSTOREFRONT(SF-1) (08 41 13)
A32-02
1SIM
ALUMINUM PLATE WALL PANELA (07 42 19)
FIXED EXTRUDEDALUMINUM LOUVER(LVR-1) - (08 90 00)
A32-02
4SIM
ALUMINUM PLATE SOFFITPANEL A (07 42 19)
FIXED EXTRUDEDALUMINUM LOUVER(LVR-1) - (08 90 00)
LEVEL 0121' - 6"
LEVEL 0241' - 6"
S.1 S
A32-02
4SIM
20' -
0"
S.05UNITIZED CURTAIN
WALL (CW-1) (08 44 10)
A32-02
1SIM
FIXED EXTRUDEDALUMINUM LOUVER(LVR-1) - (08 90 00)
ALUMINUM-FRAMEDENTRANCE ANDSTOREFRONT (SF-1)(08 41 13)
ALUMINUM PLATE SOFFITPANEL A (07 42 19)
ALUMINUM-FRAMEDENTRANCE ANDSTOREFRONT (SF-1)(08 41 13)
34
R.6
S.1
33
S
4' -
1"
22' -
8"
21' - 11" 9' - 9"
1' -
10"
14' -
9"
12' -
0"
31' - 8"
S.05
A32-07
5
A32-07
4
A32-07
3
7' - 11" 14' - 0" 9' - 9"
ALUMINUM-FRAMED ENTRANCE ANDSTOREFRONT (SF-1) (08 41 13)
10' - 5" 0' - 8" 6' - 0" 0' - 8"1' - 6" 2' - 9"
ALUMINUM-FRAMED ENTRANCE ANDSTOREFRONT (SF-1) (08 41 13) ALUMINUM PLATE WALL PANEL
A (07 42 19)
ALUMINUM-FRAMEDENTRANCE ANDSTOREFRONT (SF-1)(08 41 13)
ALUMINUM-FRAMEDENTRANCE ANDSTOREFRONT (SF-1)(08 41 13)
ALUMINUM-FRAMEDENTRANCE ANDSTOREFRONT (SF-1)(08 41 13)
1' -
10"
1' -
10"
ENTRANCE FLOORGRILLE (12 48 16)
AUTOMATIC DOORPUSH BUTTON
LEVEL 0121' - 6"
LEVEL 0241' - 6"
S.1 S
20' -
0"
S.05
ALUMINUM-FRAMED ENTRANCE ANDSTOREFRONT (SF-1) (08 41 13)
A32-02
4
A32-02
1
2' -
9"
3"4'
- 0
"11
' - 0
"2'
- 0
"
30.1
P.2M
30.2
1' - 4"33' - 0"
238
MA
IN N
.I.C
.
4' -
1"
P.25
ALUMINUM-FRAMED ENTRANCE ANDSTOREFRONT (SF-1) (08 41 13)
EXPANSION CONTROL(07 95 00)
5' - 6"5' - 6"5' - 6"5' - 6"5' - 6"1' - 6"
LEVEL 0121' - 6"
LEVEL 0241' - 6"
30.130.2
ALUMINUM-FRAMEDENTRANCE ANDSTOREFRONT (SF-1)(08 41 13)
A32-02
3
2' -
0"
11' -
0"
4' -
3"
2' -
9"
LEVEL 0121' - 6"
LEVEL 0241' - 6"
P.2M 8
A31-08
20' -
0"
6
A31-08
P.25
238
MA
IN N
.I.C
.
FIXED EXTRUDEDALUMINUM LOUVER(LVR-1) - (08 90 00)
EXPANSION CONTROL(07 95 00)
SHEET NUMBER
TITLE
Approved
Checked
Drawn
Job Number
ISSUE CHART
15 234
A
D
B
C
15 234
A
D
B
C
CONSULTANTS
KEYPLAN
PROJECT
NOTE: DOCUMENTS ARE INPROGRESS AND MAY NOT BE USED
FOR REGULATORY APPROVAL,PERMITTING, OR CONSTRUCTION
PURPOSES.
STRUCTURAL
CIVIL
MEP
PARKING
DESIGN DEVELOPMENTJUNE 15, 2016
6/17/2016 12:00:45 PM
c:\temp\ 157010 - Mitimco - Parcel - N - Int erior - [email protected]
A31-08
ENLARGED EXTERIORWALL
IB
JW/NH
157010
IB
KENDALL SITE 3
Copyright © 2016 Perkins+Will
238 MAIN ST. SUITE 200CAMBRIDGE, MA 02142
CAMBRIDGE, MA
MITIMCO
McNAMARA SALVIA
101 Federal St. 11th FloothBoston, MA 02110
AHA CONSULTING ENGINEERS
700 Technology Square, Suite 402Cambridge, MA 02139
225 Franklin Street, Suite 1100Boston, MA 02110
t 617.478.0300f 617.478.0321
www.perkinswill.com
1/4" = 1'-0"2 ENLARGED ELEVATION
1/4" = 1'-0"3 ENLARGED SECTION 1/4" = 1'-0"5 ENLARGED SECTION
1/4" = 1'-0"1 ENLARGED PLAN
1/4" = 1'-0"4 ENLARGED SECTION
1/4" = 1'-0"6 ENLARGED PLAN
1/4" = 1'-0"8 ENLARGED SECTION 1/4" = 1'-0"7 ENLARGED ELEVATION
MARK ISSUE DATE
LEVEL 1 EXTERIOR WALL SECTION
4’-0”
VERTICAL ALUMINUM FIN
9”
29
MIT KENDALL SQUARESoMa PROJECT
BUILDING 3NOVEMBER 17, 2016
SOUTH ELEVATION
3
A32-00VM
UN
IT
5' -
6"
UN
IT
5' -
6"
ON
E S
TO
RY
HE
IGH
T
15' -
0"
5 1/
2"5
1/2"
AB
OV
E S
TA
CK
JO
INT
3' -
0"
BE
LOW
ST
AC
K J
OIN
T
3' -
0"
4' -
0"
4' -
0"
1' -
6"
9' -
6"
2' -
0"
SHEET NUMBER
TITLE
Approved
Checked
Drawn
Job Number
ISSUE CHART
15 234
A
D
B
C
15 234
A
D
B
C
CONSULTANTS
KEYPLAN
PROJECT
NOTE: DOCUMENTS ARE INPROGRESS AND MAY NOT BE USED
FOR REGULATORY APPROVAL,PERMITTING, OR CONSTRUCTION
PURPOSES.
STRUCTURAL
CIVIL
MEP
PARKING
DESIGN DEVELOPMENTJUNE 15, 2016
6/17/2016 12:17:15 PM
c:\temp\ 157010 - Mitimco - Parcel - N - Int erior - [email protected]
A32-00VM
VISUAL MOCKUP
Checker
Author
157010
Approver
KENDALL SITE 3
Copyright © 2016 Perkins+Will
238 MAIN ST. SUITE 200CAMBRIDGE, MA 02142
CAMBRIDGE, MA
MITIMCO
McNAMARA SALVIA
101 Federal St. 11th FloothBoston, MA 02110
AHA CONSULTING ENGINEERS
700 Technology Square, Suite 402Cambridge, MA 02139
225 Franklin Street, Suite 1100Boston, MA 02110
t 617.478.0300f 617.478.0321
www.perkinswill.com
1/2" = 1'-0"1 PLAN CW-1 1/2" = 1'-0"3 ELEVATION CW-1
1/2" = 1'-0"5 PLAN CW-1A
1/2" = 1'-0"6 ELEVATION CW-1A
2 SOFFIT CONDITION 1/2" = 1'-0"4 ELEVATION OF SOFFIT CONDITION
MARK ISSUE DATE
3
A32-00VM
UN
IT
5' -
6"
UN
IT
5' -
6"
ON
E S
TO
RY
HE
IGH
T
15' -
0"
5 1/
2"5
1/2"
AB
OV
E S
TA
CK
JO
INT
3' -
0"
BE
LOW
ST
AC
K J
OIN
T
3' -
0"
4' -
0"
4' -
0"
1' -
6"
9' -
6"
2' -
0"
SHEET NUMBER
TITLE
Approved
Checked
Drawn
Job Number
ISSUE CHART
15 234
A
D
B
C
15 234
A
D
B
C
CONSULTANTS
KEYPLAN
PROJECT
NOTE: DOCUMENTS ARE INPROGRESS AND MAY NOT BE USED
FOR REGULATORY APPROVAL,PERMITTING, OR CONSTRUCTION
PURPOSES.
STRUCTURAL
CIVIL
MEP
PARKING
DESIGN DEVELOPMENTJUNE 15, 2016
6/17/2016 12:17:15 PM
c:\temp\ 157010 - Mitimco - Parcel - N - Int erior - [email protected]
A32-00VM
VISUAL MOCKUP
Checker
Author
157010
Approver
KENDALL SITE 3
Copyright © 2016 Perkins+Will
238 MAIN ST. SUITE 200CAMBRIDGE, MA 02142
CAMBRIDGE, MA
MITIMCO
McNAMARA SALVIA
101 Federal St. 11th FloothBoston, MA 02110
AHA CONSULTING ENGINEERS
700 Technology Square, Suite 402Cambridge, MA 02139
225 Franklin Street, Suite 1100Boston, MA 02110
t 617.478.0300f 617.478.0321
www.perkinswill.com
1/2" = 1'-0"1 PLAN CW-1 1/2" = 1'-0"3 ELEVATION CW-1
1/2" = 1'-0"5 PLAN CW-1A
1/2" = 1'-0"6 ELEVATION CW-1A
2 SOFFIT CONDITION 1/2" = 1'-0"4 ELEVATION OF SOFFIT CONDITION
MARK ISSUE DATE
1. ELEVATION OF LEVEL 1 SOFFIT CONDITION 2. SOFFIT CONDITION
13’-0
”4’
-0”1’-8”
LEVEL 1 EXTERIOR WALL DETAILS
VERTICAL ALUMINUM FIN
ALUMINUM-FRAMED STOREFRONT WALL
FIXED EXTRUDED ALUMINUM LOUVER
ALUMINUM PLATE WALL PANEL
30
MIT KENDALL SQUARESoMa PROJECT
BUILDING 3NOVEMBER 17, 2016
CURTAINWALL REFERENCE: 101 SEAPORT BOULEVARD, BOSTON, MA
31
MIT KENDALL SQUARESoMa PROJECT
BUILDING 3NOVEMBER 17, 2016
EXISTING 238 MAIN STREET
238 MAIN STREET, CORNER OF MAIN STREET AND HAYWARD STREET
238 MAIN STREET, HAYWARD STREET LOOKING NORTH
32
MIT KENDALL SQUARESoMa PROJECT
BUILDING 3NOVEMBER 17, 2016
EXISTING 238 MAIN STREET PHOTOS
238 MAIN STREET, MAIN STREET FACADE 238 MAIN STREET, MAIN STREET FACADE
33
MIT KENDALL SQUARESoMa PROJECT
BUILDING 3NOVEMBER 17, 2016