1. Discuss the role of the contractor and installer in optimizing mass timber cost
efficiency while meeting local code and occupational safety requirements.
2. Highlight how an understanding of manufacturer capabilities can improve the
cost-effectiveness of mass timber designs.
3. Review recently completed mass timber projects in the San Francisco Bay
area and Pacific Northwest, emphasizing lessons learned related to code and
building department approval and project budget.
4. Explore methods of efficient communication unique to the designercontractor
interface on mass timber projects and discuss how this
communication during construction translates to code-compliant buildings
that are resilient and energy efficient.
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WoodWorks: Cost Dialogues: The Contractor Perspective on Mass Timber Buildings
1. Disclaimer: This presentation was developed by a third party and is not
funded by WoodWorks or the Softwood Lumber Board.
Cost Dialogues: The Contractor
Perspective on Mass Timber Buildings
Presented by Dan Lamar Richard Hancock, Inc.
2. “The Wood Products Council” is a
Registered Provider with The American
Institute of Architects Continuing
Education Systems (AIA/CES), Provider
#G516.
Credit(s) earned on completion of this
course will be reported to AIA CES for
AIA members. Certificates of Completion
for both AIA members and non-AIA
members are available upon request.
This course is registered with AIA CES
for continuing professional education.
As such, it does not include content
that may be deemed or construed to
be an approval or endorsement by the
AIA of any material of construction or
any method or manner of handling,
using, distributing, or dealing in any
material or product.
______________________________
Questions related to specific materials, methods,
and services will be addressed at the conclusion of
this presentation.
3. Innovation isn’t necessarily new, but it should always be better—and that’s
certainly been the case for mass timber. Environmental performance, lighter
weight, speed of construction and aesthetics are all cited as reasons for its use
over traditional materials. However, one of the hurdles left before mass timber
can become mainstream is cost. Cost of materials, manufacturer capabilities and
efficiencies, erection processes, pre-planning and the level of prefabrication all
play a role in the final cost of a mass timber project, and yet there is little
widespread knowledge of these topics. This panel of three experienced installers
and contractors will provide insight on the cost of real mass timber buildings in
the US. Preconstruction planning, construction phasing, erection techniques and
lessons learned will all be covered to help building designers assess the viability
of their own mass timber projects.
Course Description
4. 1. Discuss the role of the contractor and installer in optimizing mass timber cost
efficiency while meeting local code and occupational safety requirements.
2. Highlight how an understanding of manufacturer capabilities can improve the
cost-effectiveness of mass timber designs.
3. Review recently completed mass timber projects in the San Francisco Bay
area and Pacific Northwest, emphasizing lessons learned related to code and
building department approval and project budget.
4. Explore methods of efficient communication unique to the designer-
contractor interface on mass timber projects and discuss how this
communication during construction translates to code-compliant buildings
that are resilient and energy efficient.
Learning Objectives
5. CLT panels attached to a steel structure – Brentwood Library
PROJECT INFORMATION
Project Address: 104 Oak St., Brentwood, CA 94513
Gross Building Area: 1st Floor – 11,753 SF
2nd Floor – 10,776 SF TOTAL 22,529 SF
Construction Type: Type V-B sprinklered
Occupancy Group: A-3 Library
Life Safety: Automatic Sprinkler System, Fire Alarm System
ARCHITECT: Fog Studio and Mark Davis Design
STRUCTURAL ENGINEER: Holmes Structures
Floor panels: 90 5ply (175mm) SPF crosslam panels
Roof panels: 47 3 ply (105mm) SPF crosslam panels
7 crane days, approximately 2 weeks to install both floor and roof
12. Genentech Child Care Facility
CLT panels attached to Glulam beams and Columns
PROJECT INFORMATION
Project Address: 342 Allerton Ave. South San Francisco, CA 94080
Gross Building Area:
Building A: 10,258 SF Building B: 11,339 SF
Building C: 11,339 SF Building D: 11,339 SF
Building E: 11,339 SF TOTAL: 55,979 SF
Construction Type: Type V-B, Automatic Sprinklers Throughout
Occupation Type: B (Business), E (Educational), and I-4 (Day Care)
ARCHITECT: Perkins + Will
STRUCTURAL ENGINEER: Rutherford and Chekene
21. Genentech Child Care Facility
Each building at Genentech took 2 – 3 days of crane time and
approximately one week to complete the CLT panels at the roof.
The glulam columns and beams were built on the ground as
bents
and were erected prior to installing the CLT panels.
Roof panels: 294 3ply (87mm) SPF panels
Glulams: 304 GLB Columns, 895 GLB beams
Both projects were supplied by Structurlam Mass Timber Corp.