NESEA 2021 / Mass Timber in the Northeast by Jones Architecture Inc.

NESEA 2021

Department of Unemployment Assistance Brockton MA

NESEA 2021 / Mass Timber Construction in the Northeast

DESIGN AND CONSTRUCTION TEAM

OWNER Division of Capital Asset Management and Maintenance STRUCTURAL ENGINEER RSE Associates CONSTRUCTION MANGER Bond Building Construction TIMBER INSTALLER South County Post and Beam

Presenter: Marc Perras AIA Senior Associate Jones Architecture

NESEA 2021 / Mass Timber Construction in the Northeast

CIVIL ENGINEER Samiotes Consultants, Inc. LANDSCAPE ARCHITECT Crowley Cottrell Landscape Architecture, LCC HVAC, FP, PLUMBING ENGINEER BVH Integrated Services ELECTRICAL, FA, TELECOM ENGINEER ART Engineering Corporation BUILDING CODE Code Red Consultants COST ESTIMATION Ellana, Inc. SUSTAINABLE DESIGN The Green Engineer LIGHTING DESIGN Available Light HAZMAT CONSULTANT ATC Environmental, LLC

CONTEXT / Project Timeline

OWNER

DESIGN TEAM

CONSTRUCTION TEAM

2015 JUN

RFP for office space in Brockton

OCT

Study to evaluate two sites

2016 2017

2017

FEB-AUG

DCAMM outs Olver Building at UMASS Amherst

DUA Feasibility Study

NOV

JA Selected as design architect

FEB

Woodworks to JA office

2018 APR-DEC AUG

Certifiable Building Study Visit to Olver Building UMASS Amherst SEP

2019

Woodworks event in Boston

OCT

Structure Fusion to JA office

NOV

ABX Boston JA into to CLT manufacturers

JAN

Quebec Wood Export Bureau to JA Office

APR

Woodworks to JA office

MAY SEP

Timber Bid Docs

OCT

Timber conference Portland ME

JAN-JUL

Timber coordination, shop MAR

DEC

NESEA 2021 / Mass Timber Construction in the Northeast

SEP

Make contact with Woodworks during RFP

FEB

Selected as CM

OCT

Timber bidding

DEC

Existing building demo

Timber procurement strategy put in place

2020

2021

2018

Bid docs Mass timber install

Agenda

Context

Design

Procurement

Conclusion

NESEA 2021 / Mass Timber Construction in the Northeast

Context

A. Cross laminated timber brief B. CLT precedents in the Commonwealth C. Understanding the urban context D. Factors for selecting CLT DUA Program

NESEA 2021 / Mass Timber Construction in the Northeast

CONTEXT / Cross Laminated Timber Brief History 1. Engineered wood composed of layers stacked perpendicular to each other for added structural rigidity in both direction. 2. First developed in early 1990’s in Austria and Germany 3. First adapted to IBC in 2015. 4. Can be used for multiple building elements.

NESEA 2021 / Mass Timber Construction in the Northeast

CONTEXT / Mass Timber: Available Vs Selected Components SELECTED MASS TIMBER COMPONENTS ON DUA PROJECT 1. CLT floor and roof panels 2. Glulam beams 3. Glulam columns SELECTION APPROACH: 1. "Honest structure" vision. All mass timber to be exposed. No cladding of steel beams 2. CLT wall panels eliminated due to fire code requirement of cladding 3. Glulam diagonal braces eliminated to forego variance process. Lateral system solved in more elegant way, integrated with architecture

Glulam Diagonal Bracing

CLT Walls

NESEA 2021 / Mass Timber Construction in the Northeast

CONTEXT / CLT Precedents In The Commonwealth MASSDOT REGIONAL AIRPORT PROJECTS Beverly Fitchburg Mansfield Fennick McCredie Architecture

NESEA 2021 / Mass Timber Construction in the Northeast

CONTEXT / CLT Precedents In The Commonwealth UMASS AMHERST - JOHN W. OLVER DESIGN BUILDING Leers Weinzapfel Associates

NESEA 2021 / Mass Timber Construction in the Northeast

CONTEXT / Understanding The Urban Context SITE: 28

226 Main Street Brockton, MA

(Within)

27 PLEASANT ST COURT ST

Corcoran Sub-District Downtown Economic Redevelopment Strategy

MAIN ST

Smart Growth Overlay

(Proximal)

MONTELLO ST

DOWNTOWN BROCKTON

T 123 CENTRE ST

Urban Revitalization Area Arts & Culture District 226 MAIN ST

Downtown Core

CORCORAN SUB-DISTRICT

123 BELMONT ST

SALISBURY BROOK

NESEA 2021 / Mass Timber Construction in the Northeast

CRESECENT ST

CONTEXT / Understanding The Urban Context

SITE BOUNDARY LEED BOUNDARY

NESEA 2021 / Mass Timber Construction in the Northeast

Annotate Your Screenshot

CONTEXT / DUA Program

NESEA 2021 / Mass Timber Construction in the Northeast

CONTEXT / DUA Program 226 Main Street

L1 Drawing Key Administration

Hearings

Claims

Shared

Adjudication

Flexible

NESEA 2021 / Mass Timber Construction in the Northeast

Design

A. Sustainability B. Interior Design C. Exterior Design

NESEA 2021 / Mass Timber Construction in the Northeast

DESIGN / Sustainability Sustainability Diagram E

2' - 9 1/2" EQ

2' - 3" EQ

TOP TUBE ADAPTOR BY TUBULAR DAYLIGHTING MANUFACTURER

CURB CAP FLASHING BY TUBULAR DAYLIGHTING MANUFACTURER

FULLY ADHERED ROOF MEMBRANE

INSULATED CURB

2'-0" MIN.

2" RIGID INSULATION 1/2" COVER BOARD ADHERED PVC ROOFING

AIR & VAPOR BARRIER (AVB) TRANSITION / OVERLAP STRIPS (NON-PERMEABLE)

ROOF ASSEMBLY RF-2

AIR & VAPOR BARRIER (AVB) TRANSITION / OVERLAP STRIPS (NON-PERMEABLE)

EXTENSION TUBE BY TUBULAR DAYLIGHTING DEVICE MANUFACTURER

STRUCTURAL DECK, REFER TO STRUCTURAL DRAWINGS

T.O.S. ROOF 159' - 2"

STRUCTURAL DECK, REFER TO STRUCTURAL DRAWINGS

1' - 7 1/2"

STRAIGHT EXTENSION TUBE BY TUBULAR DAYLIGHTING MANUFACTURER

1' - 10 1/2"

EXPOSED CLT STRUCTURE, REFER TO STRUCTURAL DRAWINGS

OPENING

90 DEGREE EXTENSION TUBE BY TUBULAR DAYLIGHTING MANUFACTURER

DIFFUSER BY TUBULAR DAYLIGHTING DEVICE MANUFACTURER, MOUNT 2" ABOVE B.O. STRUCTURE

BOTTOM TUBE ADAPTOR BY TUBULAR DAYLIGHTING MANUFACTURER

90 DEGREE EXTENSION TUBE BY TUBULAR DAYLIGHTING MANUFACTURER

A352

1/2" NEOPRENE SPACER BTWN MOUNTING ANGLE AND MOUNTING SURFACE

DIFFUSER BY TUBULAR DAYLIGHTING MANUFACTURER

PTD GWB CEILING

A352

DUA Brockton New Facility

SCALE: 1 1/2" = 1'-0"

PTD GWB CEILING

OPENING

1' - 3"

1' - 2 3/4"

Project Name

FINISHED / SEALED CLT CUT EDGE IN SHOP

TUBULAR DAYLIGHTING DEVICE TYPE #1 - DETAIL @ CLT, TYP.

1' - 2 3/4"

BOTTOM TUBE ADAPTOR BY TUBULAR DAYLIGHTING MANUFACTURER

OPENING

MIN. DISTANCE BTWN RUNG AND ANY OBSTRUCTION BEHIND THE LADDER 4 1/2" AT ELEVATOR PIT 7" ALL OTHERS

SCALE: 1 1/2" = 1'-0"

MOUNTING ANGLE ENG. BY CONTRACTOR

PLAN VIEW 1' - 4" MIN.

Project Location

226 Main Street Brockton, MA

STL. PLATE STRINGER ENG. BY CONTRACTOR

1' - 3" MIN. CLR.

PROVIDE ROUNDED EDGES

Project Architect

PROVIDE LADDER EXTENSION W/ RUNGS TO 4'-0" AFF IN ELEVATOR PIT. IN OTHER INSTANCE PROVIDE AS REQUIRED BY OSHA

CEILING AS SCHEDULED

DCAMM Project Number EOL1801 DC1

DAYLIGHTING Solatube Skylights For Ambient Lighting At Call Center

TUBULAR DAYLIGHTING DEVICE TYPE #2 - DETAIL @ GWB CEILING, TYP.

1' - 3" MIN. CLR.

A352

BID DOCUMENTS

ROOF ASSEMBLY RF-1

ROOF ASSEMBLY RF-2

STRAIGHT EXTENSION TUBE BY TUBULAR DAYLIGHTING MANUFACTURER

INSULATED CURB 2 1/2" CFMF W/ BATT INSULATION, FULL CAVITY 2" RIGID INSULATION 1/2" COVER BOARD ADHERED PVC ROOFING

3 5/8" CFMF W/ BATT INSULATION, FULL CAVITY

2" RIGID INSULATION 1/2" COVER BOARD ADHERED PVC ROOFING

2' - 0" MIN.

INSULATED CURB 3 5/8" CFMF W/ BATT INSULATION, FULL CAVITY

DUE TO THESE SUSTAINABLE DESIGN MEASURES

TOP TUBE ADAPTOR BY TUBULAR DAYLIGHTING MANUFACTURER CURB MOUNT CAP BY TUBULAR DAYLIGHTING DEVICE MANUFACTURER

TOP TUBE ADAPTOR BY TUBULAR DAYLIGHTING MANUFACTURER

44% ENERGY USE REDUCTION

E.3

2' - 3" EQ

OFFSET TUBULAR DAYLIGHTING DEVICE (TYPE #2) DETAIL @ GWB CEILING

EXTENDABLE SAFETY POST, OMIT IN ELEVATOR PIT

SCALE: 1 1/2" = 1'-0"

Jones Architecture, INC 10 Derby Square Salem, MA 01970 978.744.5200 www.jonesarch.com

Project Consultant

8" CMU BLOCK, FULLY GROUTED LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS

Professional Seal

AIR & VAPOR BARRIER (AVB) TRANSITION / OVERLAP STRIPS (NON-PERMEABLE)

CONTINUOUS BLOCKING AS REQUIRED, ENG. BY CONTRACTOR

1/2"

FCBP ALUMINUM TRIM PIECE, PTD.

1/4"

1/2"

MOUNTING ANGLE ENG. BY CONTRACTOR

FACADE Screening Elements In Glazing. Deep Set Openings.

ELECTRICAL Raised Floor System At Open Work Areas

NESEA 2021 / Mass Timber Construction in the Northeast

METAL CLOSURE WALL ASSEMBLY EW-6

FCBP TRIM, LAP WALL ANGLE

ENGINEERING BY CONTRACTOR, INCLUDING LADDER, ATTACHMENTS, AND TRANSFERENCE TO PRIMARY STRUCTURAL MEMBERS. PROVIDE SUBMITTAL WITH MASSACHUSETTS PE STAMP. PROVIDE CODE COMPLIANT LADDER WITH STANDARD ATTACHMENTS AND LOADING FOR BID. LADDER WIDTH AND LOADING SUBJECT TO REVIEW BY BOTH CONTRACTOR AND OWNER SEE OSHA STANDARDS FOR ADDITIONAL REQUIREMENTS.

1/4"

W24 JAMB DETAIL SCALE: 3" = 1'-0"

03-06-2020 Revisions STL. PLATE STRINGER ENG. BY CONTRACTOR

No.

Description

Date

BAR RUNG, TYP. ENG. BY CONTRACTOR. PROVIDE WITH KNURLED OR SKID RESISTANT SURFACE

MOUNTING ANGLE ENG. BY CONTRACTOR 1/2" NEOPRENE SPACER BTWN MOUNTING ANGLE AND MOUNTING SURFACE

1/2"

WALL ASSEMBLY EW-6

A352

Site Number: DES05 CAMIS Number: N/A Building Number: 707DUA1801 Secretariat: Executive Office of Labor and Workforce Development Original Issue Date

ENG. BY MFR

PROVIDE TOP RUNG AND EQUAL SPACING SUCH THAT THE STEP ACROSS DISTANCE DOES NOT EXCEED 12", OTHERWISE PROVIDE A LANDING PLATFORM

ALL MEMBERS TO BE G60 GALV. POST FABRICATION, U.N.O. ALL ATTACHMENTS AND FASTENERS TO BE GALVANIZED.

HEIGHT TO MOUNTING BRACKET

6" ALUM. CURTAINWALL MULLION, DARK BRONZE

10" - 14", TYP.

1/2"

PHOTOVOLTAICS Angled Roof Infrastructure Provides Opportunity For Renewable Energy

6" ALUM. CURTAINWALL MULLION, DARK BRONZE

1/2" NEOPRENE SPACER BTWN MOUNTING ANGLE AND MOUNTING SURFACE

7" - 12"

ROUGH OPENING

SILICONE FLASHING SECURED TO CURTAINWALL AND ADHERED TO VP-AWB ON SHEATHING (PRE-FORMED CORNER PIECES)

Plan Name

MISC ROOF DETAILS

ELEVATION VIEW 2

A352

W24 HEAD AND SILL DETAIL SCALE: 3" = 1'-0"

A352

LADDER ELEVATION, TYP

Drawing Number:

SCALE: 1 1/2" = 1'-0"

A352

TIMBER STRUCTURE Lower Embodied Energy And Renewable Building Material

COVERED TERRACE Terrace Provides Connection To Green Space

CHILLED BEAMS Maximise Energy Reductions

DESIGN / Sustainability WOOD (CLT AND GLULAM) PROS

CONS

1. Lower embodied energy

1. First cost typically higher 3X steel and deck

2. Concrete (1/5) or steel and deck (1/3)

2. Sound transmission between floors

3. Contributes to LEED

3. Less familiarity with contractors

4. Renewable material

4. Complex building systems coordination

5. Less impact from steel tariffs 6. Local Industry 7. Weight reduction 8. Provides a finish surface 9. Inherent spatial quality 10. Shortens erection schedule 11. Program/Site ideal for CLT 12. Inherently fire resistant STEEL AND CONCRETE DECK PROS

CONS

1. Longer spanning members

1. Higher embodied energy

2. Familiarity for local contractors

2. Steel spanning members may req cladding

3. More flexibility for heavier facades

3. Structural deck to be concealed

4. Full ceiling results in concealed systems

4. Cost fluctuation

Contributes to: LEED MRc1 Building Impact Life Cycle Reduction LEED Innovation Credit

NESEA 2021 / Mass Timber Construction in the Northeast

flexibility of open work spaces over the lifespan of the building.

DESIGN / Sustainability

using this renewable resource over typical steel and concrete construction.

Carbon Summary

COVERED TERRACE

Volume of wood products used: 333 Cubic meters (11, 763 cubic feet)

CONNECTING TO THE EXTERIOR. U.S. And Canadian forests grow this much wood in: 1 Minute Total potential carbon benefit: 362 Metric Tons. Carbon stored in the wood: 261 Metric Tons. Avoided greenhouse gas emissions: 101 Metric Tons.

Located at the second floor, adjacent to the break room and kitchen, and away from street noise, this space is intended to be level with the tree canopy, creating a peaceful and secure respite on an urban site.

23 FT deep 23 FT high

LTAICS

RENEWABLE ENERGY.

CHILLED BEAMS

A chilled beam HVAC

s mounted to the roof, roviding power that is

system uses much less energy than traditional

old back to the utility to e part of the grid, 23 FT wide ffsetting the need for sing fossil fuels.

systems, in this building results in a 17% reduction

Produced Using Woodworks Carbon Calculator Project Name (optional)

Date:

January 8, 2020

in energy usage over a traditional forced air system. Lowered velocity air movement creates a more comfortable environment for occupants.

Results from this tool are based on wood volumes only and are estimates of carbon stored within wood products and avoided

NESEA 2021 / Mass Timber Construction in the Northeast

emissions resulting from the substitution of wood products for

non-wood products. The results do not indicate a carbon footprint or

global warming potential and are not intended to replace a detailed life cycle assessment (LCA) study. Please refer to the References and

362

POTENTIAL CARBON BENEFIT:

GREENHOUSE GAS EMISSIONS AVOIDED

CARBON STORED IN THE WOOD

metric tons of carbon dioxide

101

METRIC TONS OF CARBON DIOXIDE

261

IMPROVING OCCUPANT COMFORT.

A 58KW photovoltaic array

Project Name:

BENEFITS OF USING TIMER STRUCTURE OVER STEEL AND CONCRETE FOR THIS BUILDING

EQUIVALENT TO:

cars off the road for one year

333 cubic meters of wood products used

US & Canadian forests grow this much wood in 60 seconds

energy to operate 38 homes for one year

DESIGN / Interior Design

Building Section

EXPOSED CLT

STEEL

EXPOSED CLT

1 2 3 4 5

WORK AREA RECEPTION ELEVATOR LOBBY CORRIDOR MECHANICAL ROOM

0 CLIENT NAME

SUPERVISOR OFFICE SEASONAL CALL CENTER CALL CENTER WEST CORRIDOR CALL CENTER EAST

GRAPHIC SCALE

BUILDING SECTION - EAST/WEST 1

DCAMM

6 7 8 9 10

16'

DUA Brockton - New Facility PROJECT NAME

NESEA 2021 / Mass Timber Construction in the Northeast

1 2

WORK AREA RECEPTION

6 7

SUPERVISOR OFFICE SEASONAL CALL CENTER

DESIGN / Interior Design Third Floor Plan STEEL

EXPOSED CLT

STAIR A

ELEC

MENS REST RM

HUDDLE SPACE WEST

COPY/SUPPLY

CORRIDOR

6' - 0"

RECYCLE

SUPERVISOR 121 SF

SUPERVISOR 122 SF

12' - 8"

SUPERVISOR 122 SF

DIRECTOR 143 SF

IDF ROOM 75 SF

CORRIDOR

WOMENS REST RM

STAIR B

NESEA 2021 / Mass Timber Construction in the Northeast

HUDDLE SPACE EAST

DESIGN / Interior Design Third Floor Reflected Ceiling Plan

NESEA 2021 / Mass Timber Construction in the Northeast

DESIGN / Interior Design Third Floor Call Center

NESEA 2021 / Mass Timber Construction in the Northeast

DESIGN / Interior Design Third Floor Huddle Space

NESEA 2021 / Mass Timber Construction in the Northeast

DESIGN / Interior Design Second Floor Break Room

BREAK ROOM Description

NESEA 2021 / Mass Timber Construction in the Northeast

Design

A. CLT precedents in the Commonwealth B. Sustainability C. Interior Design D. Exterior Design

NESEA 2021 / Mass Timber Construction in the Northeast

DESIGN / Exterior Design Main Street & Belmont Street Rendering

NESEA 2021 / Mass Timber Construction in the Northeast

DESIGN / Exterior Design Main Street & Belmont Street Night Rendering

NESEA 2021 / Mass Timber Construction in the Northeast

DESIGN / Exterior Design Exterior East Rendering

NESEA 2021 / Mass Timber Construction in the Northeast

DESIGN / Exterior Design Terrace Rendering

BREAK ROOM Description

NESEA 2021 / Mass Timber Construction in the Northeast

DESIGN / Exterior Design Employee Entry

BREAK ROOM Description

NESEA 2021 / Mass Timber Construction in the Northeast

Procurement

A. Procurement in the Commonwealth B. Preconstruction Coordination

NESEA 2021 / Mass Timber Construction in the Northeast

PROCUREMENT / Procurement In The Commonwealth

Public Vertical Construction in MA M.G.L. C149 VS C149A C149

C149A

Traditional "rip and read"

Cost of Work, Plus Fee - GMP

GC on Board:

After 100% CD's

As Early As SD

Bid Packages:

One at 100% CD's

Multiple - Allows For Early Trades Before 100% CD

Bidding:

NESEA 2021 / Mass Timber Construction in the Northeast

General In

STRUCTURE / Preconstruction Coordination COORDINATION EFFORT 1. Packaging and awarding the work

GIGANT System

MEGANT

Simple and Fast Installation

2. Design assist from timber manufacturer

The Beam Hanger System typically consists of two identical parts, one installed in the primary member and the other in the secondary member. These components are pre-installed into the members using structural wood screws. Depending on the Beam Hanger type, the system could include other required installation hardware. For more information, see hardware section, pages 8 to 10.

3. Mockups of joint details

NESEA 2021 / Mass Timber Construction in the Northeast

RICON S VS System

A simple, efficient and repetiti reduces shop time and overall supply cost. Once the connection is read transported to the job site so it ca in place with no further installatio allows for a more streamlined w

Install of pre manufactured Post to Beam connection First Tech building, Portland Oregon

STRUCTURE / Preconstruction Coordination XA

XB XB

XC XC

XD XD

COORDINATION EFFORT

XE XE

XF XF

XG XG

XH XH

1. CM's coordination model, confirmation shop drawings

F.5

FTR-B2 17'-6"

2. Subcontractor involvement prior to installation

DP2

FTR-B2 19'-8"

LP2

PP2B PP2A HP2

FTR-B2 13'-0"

X2.1 X3

FTR-B2 13'-0"

X3.1 X4

FTR-B2 13'-0"

D X4.1 FTR-B2 13'-0"

FTR-B2 13'-0"

X5.1 C

AC-4

FTR-B2 13'-0"

REFR TO AC-4

B X6.1 Stub into core (TYP. 12) Mounted on 3.5" Octagon Surface mounted to bottom of deck (TYP. 12)

1" C

30° UP & DN (TYP.)

30° UP&DN (TYP.) BOC: 12'-2" A.F.F. (TYP.)

4.55"∅ x 1.55" Deep DALI OCCUPANCY SENSOR (TYP. 12)

Mounted on 3.5" Octagon Surface mounted to bottom of deck (TYP. 12)

4.55"∅ x 1.55" Deep DALI OCCUPANCY SENSOR (TYP. 12)

X7 FTR-B2 19'-8"

FTR-B2 19'-10"

A.4

X7.1

A X8

1.2

2.5

4 TITLE:

COORDINATION NOTES: 1. The signing of the drawings will confirm that the subcontractor will construct their system in accordance with the coordinated NavisWorks file. It also certified that their coordination drawing is complete and contains all additions to the contract documents, RFIs, & Submittals up to the date of signing.

TRADE

COMPANY

PROJECT COORDINATOR

DATE

PROJECT FOREMAN

DATE

REFERENCE DRAWING

DUCTWORK

HAROLD BROS

DUA_BROCK_L3_DUCT_2021-03-18

2. The subcontractor affirms that they have completely modeled their system in accordance to the project specific BIM Execution Plan and reviewed any remaining clashes within their system and the other subcontractors. Any errors or omissions or accepted clashes existing in the drawing is the responsibility of the subcontractor to field coordinate with no cost or schedule impact for the project. The owner, Design Team, & BOND takes no responsibility for any and all missed clashes, access issues, constructability concerns or collisions remaining in the 3D drawing.

MECHANICAL PIPE

HAROLD BROS

DUA_BROCK_L3_HPIPE_2021-03-19

PLUMBING

NB KENNEY

DUA_BROCK_L3_PLUMB_2021-03-19

FIRE PROTECTION

JOHNSON CONTROLS

DUA_BROCK_L3_FP_2021-03-30

3. All hangers which are not shown within the model are the responsibility of the subcontractor to layout in the field without impacting the coordinated systems regardless of the installation sequence.

ELECTRICAL

LAVANGIE ELEC

DUA_BROCK_L3_ELEC_2021-03-23

LIGHT

LAVANGIE ELEC

DUA_BROCK_L3_ELEC_2021-03-23

NESEA 2021 / Mass Timber Construction in the Northeast 4. Subcontractor is responsible for verification of and coordination with existing to remain systems.

COLOR CODE

THIRD FLOOR - MEP/FP COMPOSITE

PROJECT:

VDC COORDINATOR:

DATE:

BROCKTON - DUA MEP MANAGER:

03/30/2021 SCALE:

1/4" = 1'-0"

DWG NO:

B-103

Conclusion

A. Conclusions and Take-Aways

NESEA 2021 / Mass Timber Construction in the Northeast

CONCLUSION / Conclusions and Take-Aways

1. Owner Involvement. Owner must recognize the added value of using cross laminated timber from both a sustainability and experiential standpoint, and be willing to incur the added costs of research, design, and procurement for a relatively new product to this market.

2. Research and Preparation. Early and willing engagement with mass timber representatives by both the design team and construction manager is critical for determining the correct approach to documentation and bidding.

NESEA 2021 / Mass Timber Construction in the Northeast

CONCLUSION / Conclusions and Take-Aways

3. Bid Packages. The early timber bid package

.D S.O T CL

provides the necessary hard bid and still allows installer to join into the design process before

.D S.O T CL

construction documents are completed

4. Coordination. Extensive coordination

LEV

between design team construction manager during design, and subcontractors post bid is

LEV

.D S.O T CL

ST R

W LO .G S.O

1 L0

L ER

.D S.O

critical to achieving the aesthetic goals inherent to the use of mass timber.

.G S.O

RT PA

R NE

CE SPA

E RE

T TS

NESEA 2021 / Mass Timber Construction in the Northeast

N MO

CONCLUSION / Conclusions and Take-Aways

October 2020

December 2020

January 2021

February 2021

NESEA 2021 / Mass Timber Construction in the Northeast

DESIGN / Interior Design First Floor Plan STEEL

EXPOSED CLT

PROPERTY LINE

STAIR A RVW EXAMNR 169 SF

VSTBL

WAITING

ELEC

DUA RESTRM

RVW EXAMNR 170 SF

RESTRM CLOSET

RECEPTION

CORRIDOR

RVW EXAMNR 176 SF

ELEV. LOUNGE

ELEVATOR

WORK AREA

COPY/ STORAGE 200 SF

OFFICE 1

RVW EXAMNR 209 SF ?

LAPTOP ST

RECEPTION

VSTBL

KITCHEN

WORK SPACE

VSTBL

CORRIDOR

KITCHEN

GALLERY

FLEX MTG 113 SF RVW EXAMNR 206 SF FLEX MTG 113 SF

MCC RESTRM

RVW EXAMNR 206 SF

RESTRM RVW EXMNR 207 SF

OFFICE 2

CONFERENCE

JC RESTRM

DUA STORAGE

RESTRM

COLLABORATION JC

RESTRM

FIRE PUMP

STAIR B

EGRESS VSTBL

CONFERENCE 302 SF

EGRESS

NESEA 2021 / Mass Timber Construction in the Northeast 2.33°

DESIGN / Interior Design DUA First Floor

ENTRANCE AND RECEPTION

NESEA 2021 / Mass Timber Construction in the Northeast

WAITING ROOM

DESIGN / Interior Design Massasoit Community College

MASSASOIT COMMUNITY COLLEGE LOBBY

NESEA 2021 / Mass Timber Construction in the Northeast

MASSASOIT COMMUNITY COLLEGE CLASSROOM

DESIGN / Interior Design Second Floor Plan STEEL

EXPOSED CLT

DIRECTOR 191 SF

EXPOSED CLT

EGRESS LADDER

STAIR A MEETING ELEC

MENS REST RM DIRECTOR 196 SF

3' - 8"

SEASONAL MECHANICAL

SUPRVSR

3' - 8"

12' - 3"

SEASONAL 1542 SF

4' - 0 7/8"

12' - 3"

CORRIDOR

CONFERENCE 442 SF

BLDG MNGR OFFICE 131 SF

MAIN TELECOMM ROOM 155 SF

SUPRVSR 154 SF

COPY/STORAGE

IT STORAGE 86 SF BREAK ROOM 949 SF

STORAGE CORRIDOR STORAGE

TRAINING 628 SF

VENDING

WOMENS REST RM STORAGE TERRACE STAIR B

NESEA 2021 / Mass Timber Construction in the Northeast

DESIGN / Interior Design Second Floor Renderings

OPEN MEETING SPACE

NESEA 2021 / Mass Timber Construction in the Northeast

MEETING AND TRAINING ROOM