SlideShare uma empresa Scribd logo
1 de 157
Baixar para ler offline
MASONRY FOR SUSTAINABILITY
presented by International Masonry Institute
INTERNATIONAL MASONRY INSTITUTE
APPRENTICESHIP
& TRAINING
MARKET DEVELOPMENT
& TECHNICAL SERVICE
Craftworker
certification training
Sustainable Masonry
Certification Program
Contractor College
Pre-job and apprentice training
International Union
of Bricklayers and
Allied Craftworkers
International
Masonry
Institute
LIFELONG LEARNING
Journeyman upgrade training
Safety, scaffold, OSHA training
Supervisor certification
BAC CONTRACTORS
IMI-TRAINED CRAFTWORKERS
International Union
of Bricklayers and
Allied Craftworkers
International
Masonry
Institute
Buildingsare the single largest
contributor to global
warming.
Source: USGBC
Test
Average
Savings of
Green
Buildings
ENERGY
SAVINGS
30%
CARBON
SAVINGS
35%
WATER
USE
SAVINGS
30-50%
WASTE
COST
SAVINGS
50-90%
Source: USGBC
ASTM E 2114-06a, “Standard Terminology for Sustainability Relative to
the Performance of Buildings,” Vol. 4.12, ASTM International, West
Conshohocken, PA, 2006
“Meeting the needs of the
present without compromising
the ability of future generations
to meet their own needs.”
SUSTAINABILITY:
MASONRYFORSUSTAINABILITY
FACILITY LIFE CYCLE
Project Resource Manual – CSI Manual of Practice
Facility evaluation may
identify needs that lead
to expansion, remodel-
ing, renovation, or
restoration of an
existing facility to
accommodate growth
or changes in function;
or may result in
abandonment,
deconstruction, sale, or
adaptive reuse of an
existing facility.
SUSTAINABLEDESIGNTOPICS
Active Solar Thermal Systems
Alternative Energy
Alternative Transportation
Appropriate Size and Growth
Biomimicry
Building Form
Building Monitoring
Building Orientation
Carbon Offsets
Cavity Walls for Insulating Airspace
Co-Generation
Conserving Systems and Equipment
Contract Documents
(related to sustainable design)
Construction Waste Management
Cool Roofs
Deconstruction and Salvage
Materials
Daylighting
Earth Sheltering
Efficient Artificial Lighting
Efficient Site Lighting Systems
Energy Modeling
Energy Source Ramifications
Energy-Saving Appliances and
Equipment
Environmental Education
Geoexchange
Green Roofs
High-Efficiency Equipment
Indoor Environmental Quality
Integrated Project Delivery
Life Cycle Assessment
Mass Absorption
Material Selection and Embodied
Energy
Natural Ventilation
Open, Active, Daylit Space
Passive Solar Collection Opportunities
Photovoltaics
Prefabrication
Preservation/Reuse of Existing
Facilities
Radiant Heating and Cooling
Renewable Energy Resources
Rightsizing Equipment
Q: What topics are considered as Sustainable Design topics?
Safety and Security Systems
(defensive planting, innovative
design, defensive space)
Smart Controls
Space Zoning
Staff Training (tech. training, only)
Sun Shading
Systems Commissioning
Systems Tune-Up
Thermal Bridging
Total Building Commissioning
Vegetation for Sun Control
Walkable Communities
Waste-Heat Recovery
Water Conservation
Windows and Openings
Green Specifications
Zoning, regulatory, codes
www.aia.org FAQs
A:
Possible points
LEED-NC v.2.2
14Sustainable Sites
5Water Efficiency
17Energy & Atmosphere
15Materials & Resources
13Indoor Environm. Quality
5Innovation in Design
N/ARegional Priority
69
LEED-NC v. 3
Possible points
26
10
35
14
15
100TOTAL
26-32Certified
33-38Silver
39-51Gold
52-69Platinum
40-49
50-59
60-79
80+
LEED NC v.2.2 vs. LEED v.3
6
4
110
With revised credit weightings, LEED now awards more
points for strategies that will have greater positive impacts on
what matters most – energy efficiency and CO2 reductions.
LEED v. 3 CREDIT WEIGHTINGS
The result: more value is given to credits that
have the highest potential for making the
biggest change.
Each credit was evaluated against a list of 13 environmental
impact categories, including climate change, indoor
environmental quality, resource depletion and water intake.
The impact categories were prioritized, and credits were
assigned a value based on how they contributed to
mitigating each impact.
LEED v. 3 MINIMUM PROGRAM REQUIREMENTS
• Whole-Building Energy and
Water Usage Data
• 5 year period
• Data supplied on regular basis
• Commitment carries forward if
owner changes
Requirements
Technologies
& Strategies
Intent
Credit – Identifies intent, requirements,
technologies
Points – One or more available within
credit achieved by specified requirements
LEED CREDIT FORMAT
Intent:
• Conveys
goals and
objectives
• Measure for
granting
point
LEED CREDIT FORMAT
Requirements:
• Identifies
specifics
• Action items
• Reference
Standards
• Submittals
LEED CREDIT FORMAT
Strategies:
• Accepted
methods
• Coordination
items
• Guidelines
• Caution
LEED CREDIT FORMAT
• Sustainable Sites (11)
• Energy and Atmosphere (19)
• Materials and Resources (12)
• Indoor Environmental Quality (5)
• Innovation and Design (5)
LEED MASONRY CONTRIBUTIONS
Masonry impacts 52 LEED v 3 points
MATERIALS & RESOURCES
MATERIALS & RESOURCES LEED v. 3
14 13 13
Potential
contribution
of masonry
3 points
5 points
1 point
2 points
2 points
2 points
2 points
12 points, NC
11 points, SCH
13 points, CS
MATERIALS&RESOURCES
MR CREDIT 1.1, 1.2, 1.3 BUILDING REUSE
INTENT
Extend the life cycle of
existing building stock
Reduce waste and environ-
mental impacts of new buildings
POSSIBLE LEED POINTS
Maintain 75% of existing
walls, floors & roofs
Maintain 95% of existing
walls, floors & roofs
Maintain 50% of interior
non-structural elements
(1)
(2)
(3)
Reuse existing structural and non-
structural walls and elements.
Masonry materials (Brick, CMU,
Stone, Concrete, Tile, Terrazzo,
AAC, Plaster) are:
– Strong
– Durable
– Long life-cycle
– Easily repaired
– Fire-resistant
– Energy efficient
– Easily adaptable
Masonry structural walls can
remain.
MATERIALS&RESOURCES
STRATEGIES
MR CREDIT 1.1, 1.2, 1.3 BUILDING REUSE
MATERIALS&RESOURCES
MR CREDIT 1.1, 1.2, 1.3 BUILDING REUSE
MATERIALS&RESOURCES
MR CREDIT 1.1, 1.2, 1.3 BUILDING REUSE
Case Study: Walsh Construction Headquarters,
Chicago, IL
MR CREDIT 1.1, 1.2, 1.3 BUILDING REUSE
Walsh Construction Headquarters, Chicago, IL
Common brick facade removed. New face brick installed on
existing concrete structure.
MATERIALS&RESOURCES
MR CREDIT 3.1 & 3.2 MATERIAL REUSE
Common brick from facade is preserved and cleaned.
Walsh Construction Headquarters, Chicago, IL
MATERIALS&RESOURCES
MR CREDIT 3.1 & 3.2 MATERIAL REUSE
Common brick used as interior finish at corridor walls
and elevator lobbies.
Walsh Construction Headquarters, Chicago, IL
afterafter
before
MATERIALS&RESOURCES
MR CREDIT 1.1, 1.2, 1.3 BUILDING REUSE
“The most sustainable building is an existing masonry
building being restored.”
- Lori Sipes, FAIA, Preservation Architect
MATERIALS&RESOURCES
MR CREDIT 1.1, 1.2, 1.3 BUILDING REUSE
MATERIALS&RESOURCES
MR CREDIT 1.1, 1.2, 1.3 BUILDING REUSE
REPOINTING DETAIL
DETAIL 16.101 REV. 05/08/09
© 2009 INTERNATIONAL MASONRY INSTITUTE
N.T.S.
DETAILING
MASONRY
SERIES
www.imiweb.org800-IMI-0988
International Masonry Institute
DETERIORATED
MORTAR
1.
FINAL PASS TOOLED TO
CONCAVE OR VEE PROFILE
TO MATCH EXISTING
8.
1/4” LIFT, FIRST PASS5.
1/4”
FINAL PASS INCORRECTLY
SMEARED ABOUT BRICK
EDGES RESULTS IN EXAG-
GERATED JOINT WIDTH
7.1/4” LIFTS, SUB-
SEQUENT PASSES
6.
1/4”
2. JOINT GROUND TO
INCORRECT PROFILE
JOINT GROUND TO
INCORRECT PROFILE
3. JOINT RAKED TO SOUND
MORTAR (d/3 MAX.) AND
GROUND TO 90º PROFILE
4.
d/3
MAX
d
MATERIALS&RESOURCES
MR CREDIT 2.1 & 2.2
CONSTRUCTION WASTE MANAGEMENT
INTENT
Divert debris from disposal
in landfills
Redirect recyclable material to
manufacture process
Redirect reusable materials
POSSIBLE LEED POINTS
Recycle / salvage 50% non-hazardous
construction and demolition debris
(1)
Recycle / salvage 75% non-hazardous
construction and demolition debris
(2)
(3-ID) Recycle / salvage 95% non-hazardous
construction and demolition debris
MATERIALS&RESOURCES
MR CREDIT 2.1 & 2.2
CONSTRUCTION WASTE MANAGEMENT
STRATEGIES
Brick, stone, and concrete
masonry waste used for
aggregates and fill for road
base, construction fill, and
other products
Redirect reusable materials
to appropriate sites
Donate materials
MATERIALS&RESOURCES
MR CREDIT 2.1 & 2.2
CONSTRUCTION WASTE MANAGEMENT
MATERIALS&RESOURCES
MR CREDIT 2.1 & 2.2
CONSTRUCTION WASTE MANAGEMENT
MATERIALS&RESOURCES
Example: Recycle or donate demolished brick
MR CREDIT 2.1 & 2.2
CONSTRUCTION WASTE MANAGEMENT
MATERIALS&RESOURCES
MR CREDIT 2.1 & 2.2
CONSTRUCTION WASTE MANAGEMENT
MATERIALS&RESOURCES
MR CREDIT 3.1 & 3.2
MATERIAL REUSE
MATERIALS&RESOURCES
MR CREDIT 3.1 & 3.2
MATERIAL REUSE
INTENT
Reuse building materials
and products
Reduce demand for virgin
materials
POSSIBLE LEED POINTS
Use 5% salvaged, refurbished,
or reused materials
(1)
(2)
(3-ID)
Use 10% salvaged, refurbished,
or reused materials
Use 15% salvaged, refurbished,
or reused materials
MATERIALS&RESOURCES
MR CREDIT 3.1 & 3.2
MATERIAL REUSE
STRATEGIES
Save and use leftover
material for use on other
projects
Granite waste is cut to
4”x4” pieces for pavers
Salvaged brick Salvaged brick
on house
REUSED MATERIALS
Example: Aldo Leopold Legacy Center, Madison, WI
MATERIALS&RESOURCES
Aldo Leopold Legacy Center, Baraboo, WI, completed 2007
Kubala Watshatko Architects; Construction by The Boldt Company and Monona Masonry
Project used reclaimed stone from a 1930’s Madison airport
terminal recently demolished.
REUSED MATERIALS
MATERIALS&RESOURCES
ALDO LEOPOLD LEGACY CENTER
Reclaimed stone
Aldo Leopold Legacy Center, Baraboo, WI, completed 2007
Kubala Watshatko Architects; Construction by The Boldt Company and Monona Masonry
REUSED MATERIALS
MATERIALS&RESOURCES
ALDO LEOPOLD LEGACY CENTER
Stone chips were saved and used around the site for erosion control
MATERIALS&RESOURCES
MR CREDIT 4.1 & 4.2 RECYCLED CONTENT
MATERIALS&RESOURCES
MR CREDIT 4.1 & 4.2 RECYCLED CONTENT
INTENT
Increase demand for building
products that incorporate
recycled content materials
POSSIBLE LEED POINTS
Use 10% recycled content (post-consumer + ½ pre-consumer)(1)
(2)
(3-ID)
Use 20% recycled content (post-consumer + ½ pre-consumer)
Use 30% recycled content (post-consumer + ½ pre-consumer)
Post-consumer: material
generated by households or
commerce that has been used,
e.g. plastic, paper, glass, metal
Pre-consumer: material diverted from
waste stream during manufacturing
process; may not be used in same
process, e.g. fly ash, sawdust
• Clay Brick
– Recycled and
industrial waste
aggregates can be
mixed with clay &
shale:
• Fly ash, incinerator
ash, bottom ash
(10-12% by wt)
• Waste glass,
ceramic waste
• Sawdust
• Manganese
• Contaminated soil
Midland Brick
MATERIALS&RESOURCES
MR CREDIT 4.1 & 4.2 RECYCLED CONTENT
CLAY MASONRY EXAMPLES
– Post-Industrial / Pre-Consumer: fly ash,
silica fume, slag cement can be used to
replace cement
– CMU Post-Consumer: glass, recycled
concrete masonry, recycled aggregates
– Give consideration to ensure quality of
CMU
– Lightweight aggregates are produced
using waste oil
– SealTech Block –uses 10% recycled
plastic material
MATERIALS&RESOURCES
CONCRETE MASONRY EXAMPLES
MR CREDIT 4.1 & 4.2 RECYCLED CONTENT
MATERIALS&RESOURCES
MR CREDIT 4.1 & 4.2 RECYCLED CONTENT
 Post-consumer glass
 Post-industrial marble &
granite
 Post-consumer metals
 Grout may use recycled
content
 Low VOC sealants
MATERIALS&RESOURCES
MR CREDIT 4.1 & 4.2
RECYCLED CONTENT
TILE/MARBLE/TERRAZZO EXAMPLES
 Post-consumer glass
 Post-industrial marble & granite
 Post-consumer plastic chips
 Aluminum divider strips may use
recycled content
riVitro Corp
MATERIALS&RESOURCES
TILE/MARBLE/TERRAZZO EXAMPLES
MR CREDIT 4.1 & 4.2
RECYCLED CONTENT
MATERIALS&RESOURCES
Fiberglass
insulation contains
26% post-industrial
and 9% post-
consumer recycled
content (35% total
recycled content).
Foam extruded polystyrene (XPS)
insulation products contain 15% post-
industrial recycled content.
MR CREDIT 4.1 & 4.2 RECYCLED CONTENT
INSULATION EXAMPLES
source: Owens Corning, owenscorningcommercial.com
MASONRY ACCESSORIES
DETAIL 14.101 REV. 07/07/08
© 2008 INTERNATIONAL MASONRY INSTITUTE
MASONRYACCESSORIES
DETAILING
MASONRY
SERIES
www.imiweb.org800-IMI-0988
International Masonry Institute
CAVITY INSERT/
MORTAR COLLECTION
DEVICE
DEBONDED
SHEAR ANCHOR
LADDER-TYPE HORIZONTAL
JOINT REINFORCEMENT W/
WALL TIES
TRUSS-TYPE HORIZONTAL
JOINT REINFORCEMENT
SPLIT-TAIL ANCHOR
WALL TIE
VENEER ANCHOR
WEEP SCREED
NO SCALE
HORSESHOE
SHIMS
WEEP VENTS
REBAR POSITIONER
FLASHING END DAM
DRIP EDGE
SASH CORD
CORRUGATED
WALL TIE
D213 WALL TIE,
LONG PINTLE
MASONRY ACCESSORIES
DETAIL 14.102 REV. 08/18/08
© 2008 INTERNATIONAL MASONRY INSTITUTE
MASONRYACCESSORIES
DETAILING
MASONRY
SERIES
www.imiweb.org800-IMI-0988
International Masonry Institute
SINGLE BRICK TIE,
EYE & PINTLE
SMALL TRIANGLE TIE
W/ DOVETAIL TAB
NO SCALE
CORRUGATED
WALL TIE
WEEP VENT
D213 WALL TIE,
SHORT PINTLE
LARGE TRIANGLE TIE
W/ DOVETAIL TAB
FERO TIE –
BLOCK SHEAR
CONNECTOR
COLUMN ROD
WELDED
MOUNTING
WEEP VENT
The Caravel
635 N. Dearborn
Chicago, Illinois
Park Alexandria
125 S. Jefferson
Chicago, Illinois
The Lancaster
201 N. Westshore
Chicago, Illinois
The Regatta
420 Waterside
Chicago, IL
The Chandler
420 Waterside
Chicago, IL
CHICAGO HIGHRISES USING AAC
State Place Condominiums
Roosevelt & State, Chicago, IL
CHICAGO HIGHRISES USING AAC
MATERIALS&RESOURCES
Example: Project uses brick
made with fly ash aggregate
MR CREDIT 4.1 & 4.2 RECYCLED CONTENT
“Recycled Material: 40%
fly ash by weight… pre-
consumer”
MATERIALS&RESOURCES
Example: Project uses brick made with fly ash aggregate
MR CREDIT 4.1 & 4.2 RECYCLED CONTENT
Brick cost $25,000
Value of bricks’ recycled content
= 40% x $25,000 = $10,000 pre-consumer
Value of materials = 45% x $1,000,000 = $450,000
Project Cost
(total construction cost of CSI Divisions 2-10): $1,000,000
1/2 credit for pre-consumer = $5,000
5,000 + X + Y + Z
450,000
= 0.10
brick’s contribution
other materials’ contribution
Total material cost (CSI Div. 2-10)
10% req’d for one point
20% req’d for two points
MATERIALS&RESOURCES
MR CREDIT 5.1 & 5.2 REGIONAL MATERIALS
INTENT
Increase demand for regional
building materials and products
POSSIBLE LEED POINTS
To qualify, materials must be
extracted and manufactured
within 500 miles of site
Use 10% regional materials(1)
(3-ID)
Use 20% regional materials(2)
Use 40% regional materials
MATERIALS&RESOURCES
MR CREDIT 5.1 & 5.2 REGIONAL MATERIALS
500-mile radius from Springfield
MATERIALS&RESOURCES
MR CREDIT 5.1 & 5.2 REGIONAL MATERIALS
Clay and shale come from open pit mines.
Brick is manufactured in 38 states
Processing plants are usually within 2 miles of the mine.
MATERIALS&RESOURCES
MR CREDIT 5.1 & 5.2 REGIONAL MATERIALS
Brick is manufactured in 38 states
All 50 states have multiple
concrete masonry manufacturing
plants
Cast stone and tile plants are
within 500 miles of every major
metropolitan area
MATERIALS&RESOURCES
Total Cost of Regional Mat’ls ($)
Total Materials Cost ($)
=Regional
Percent
Materials
MR CREDIT 5.1 & 5.2 REGIONAL MATERIALS
Actual Value Method: Tally of actual
materials cost (CSI Div 2-10)
-
Default Value Method: 45% of total
construction cost (CSI Div 2-10)
-
SUSTAINABLE SITES
SUSTAINABLE SITES
Potential
contribution
of masonry
1 point
5 points
1 point
1 point
1 point
1 point
26 24 28 10 points
LEED v. 3
SS CREDIT 2
DEVELOPMENT DENSITY & COMMUNITY CONNECTIVITY
SUSTAINABLESITES
SS CREDIT 2
DEVELOPMENT DENSITY & COMMUNITY CONNECTIVITY
Channel development to urban
areas with existing infrastructure
NOT HERE
Protect greenfields
Preserve habitats and natural
resources
POSSIBLE LEED POINTS
Build on previously-developed
site and in high-density comm-
unity (60,000 s.f./acre) …or
(1)
INTENT
Build on previously-developed
site and within ½ mile of 10
basic services
BUILD HERE
SUSTAINABLESITES
SS CREDIT 2
DEVELOPMENT DENSITY & COMMUNITY CONNECTIVITY
The development density requirement of 60,000 sf/per
acre is based on a typical 2-story downtown development
SUSTAINABLESITES
SS CREDIT 2
DEVELOPMENT DENSITY & COMMUNITY CONNECTIVITY
Masonry lends itself well to
designs that can take advantage
of small, irregularly-shaped lots
and infill sites.
SUSTAINABLESITES
SS CREDIT 2
Utilizing noncombustible masonry on the exterior
means that buildings can be closer together.
DEVELOPMENT DENSITY & COMMUNITY CONNECTIVITY
SUSTAINABLESITES
SS CREDIT 2
DEVELOPMENT DENSITY & COMMUNITY CONNECTIVITY
Masonry units can be used for fire-rated
interior walls and firewall separations,
offering 1 to 4 hours of fire resistance
Caravel Condominiums,
downtown Chicago
SUSTAINABLESITES
SS CREDIT 2
DEVELOPMENT DENSITY & COMMUNITY CONNECTIVITY
Masonry easily adapts!
Challenging urban site?
SUSTAINABLESITES
SS CREDIT 2
DEVELOPMENT DENSITY & COMMUNITY CONNECTIVITY
Small modular masonry units do no require large
equipment for delivery and staging
SUSTAINABLESITES
SS CREDIT 5.2
SITE DEVELOPMENT: MAXIMIZE OPEN SPACE
Provide a high ratio of open
space to development footprint
POSSIBLE LEED POINTS
Reduce footprint and/or provide
open space exceeding zoning
req’ts by at least 25%
(1)
INTENT
For projects in urban areas
achieving SS2, pedestrian-
oriented hardscape areas can
contribute to credit compliance,
provided 25% of open space is
vegetated.
SUSTAINABLESITES
SS CREDIT 5.2
SITE DEVELOPMENT: MAXIMIZE OPEN SPACE
Provide a high ratio of open space
to development footprint
STRATEGIES
Use masonry site walls and
retaining walls
Use loadbearing masonry to
stack building program
Use concrete masonry below
grade for parking
SUSTAINABLESITES
SS CREDIT 7.1 & 7.2
HEAT ISLAND EFFECTS, NON-ROOF & ROOF
Reduce heat islands, (thermal gradient differences
between developed and undeveloped areas)
INTENT
POSSIBLE LEED POINTS
Provide the following for 50% of
site hardscape (roads, sidewalks,
courtyards, and parking lots):
- Shade; or
- High-albedo paving
(SRI 29 min)
- Open-grid paving
(1)
or… 50% of parking spaces
under cover
(2) High albedo roofing materials
SUSTAINABLESITES
SS CREDIT 7.1 & 7.2
HEAT ISLAND EFFECTS, NON-ROOF & ROOF
Temperatures increasing over two decades
Atlanta heat island effect
SUSTAINABLESITES
SS CREDIT 7.1 & 7.2
HEAT ISLAND EFFECTS, NON-ROOF & ROOF
SUSTAINABLESITES
SS CREDIT 7.1 & 7.2
HEAT ISLAND EFFECTS, NON-ROOF & ROOF
Use light-colored masonry
materials
- clay pavers
- concrete pavers
- stamped concrete
- stone
STRATEGIES
Use masonry for below-grade
parking for its durability, structural,
and fire-resistive properties
Paving materials w/ SRI 29 min.
Open grid pavement
ENERGY & ATMOSPHERE
ENERGY & ATMOSPHERE LEED v. 3
Potential
contribution
of masonry
19 points
35 points 33 points 37 points 19 points
ENERGY&ATMOSPHERE
EA PREREQUISITE 2
MINIMUM ENERGY PERFORMANCE
Demonstrate 10% improvement in the proposed building performance
rating compared w/ baseline building performance rating.
REQUIREMENTS
 Option 1 – Whole Building Energy Simulation
Calculate baseline building performance rating according to the
building performance rating method in Appendix G of ASHRAE 90.1-
2007, using a computer simulation model for the whole building
project.
Baseline building performance is the annual energy cost for a
building design intended for use as a baseline for rating above
standard design.
 Option 2 – Prescriptive Compliance Path:
ASHRAE Advanced Energy Design Guide
 Option 3 – Prescriptive Compliance Path:
Advanced Buildings Core Performance Guide
ENERGY&ATMOSPHERE
EA PREREQUISITE 2
MINIMUM ENERGY PERFORMANCE
This Standard establishes minimum
requirements for the energy efficient design of
buildings (not low-rise residential).
ANSI/ASHRAE/IESNA Standard 90.1-2007
ENERGY&ATMOSPHERE
EA PREREQUISITE 2 MINIMUM ENERGY PERFORMANCE
 Prescriptive building envelope requirements are determined
based on the building’s climate zone classification. All building
envelope components must meet the minimum insulation and
maximum U-factor and solar heat gain coeffecients
Options 2 and 3:
Prescriptive Compliance
Paths
 Each country in the U.S. is assigned to 1 of 8 climate zones
 Window area must be less than 40% of gross wall area
ENERGY&ATMOSPHERE
EA CREDIT 1: 1-19 POINTS
OPTIMIZE ENERGY PERFORMANCE
Energy performance above
baseline, per ASHRAE 90.1-2007
POSSIBLE LEED POINTSINTENT
Reduce environmental and
economic impacts of excessive
energy use
Use masonry cavity wall for
thermal resistance and
thermal mass properties
STRATEGY
MASONRY
LEED Reference Guide for Green Building
Design and Construction, 2009 Edition
ENERGY&ATMOSPHERE
EA CREDIT 1 OPTIMIZE ENERGY PERFORMANCE
The simulation program shall be a
computer-based program for the
analysis of energy consumption in
buildings ( a program such as, but
not limited to, EnergyPlus, Ecotect
DOE-2).
G2.2 Simulation Program
G2. SIMULATION GENERAL REQUIREMENTS
G2.2.1
The simulation program shall be
approved by the rating authority and
shall, at a minimum, have the ability
to explicitly model all of the following:
a. 8,760 hours per year
b. hourly variations in occupancy…
c. thermal mass effects
d. ten or more thermal zones…
ANSI/ASHRAE/IESNA Standard 90.1-2007, Informative Appendix G – Performance Rating Method
ENERGY&ATMOSPHERE
EA CREDIT 1
LEED Reference Guide for Green Building Design and Construction, 2009 Edition
OPTIMIZE ENERGY PERFORMANCE
Material Kind R-Value
Masonry Brick, 4 inch face 0.44
Common 4 inch 0.80
Limestone/sandstone, 1 inch .08
Stucco 1 inch 0.20
Concrete Block, 8 inch 1.93
Concrete Block, 8 inch, grouted 1.04
Insulation Expanded polystyrene 1 inch 3.85
Expanded polyurethane 1 inch 6.64
Extruded Polystyrene 1 inch 4.92
(Styrofoam blue board)
ENERGY&ATMOSPHERE
R-VALUES, MASONRY & INSULATION
Thermal values for
concrete masonry walls are
correlated to density, since
the thermal conductivity of
concrete increases with
increasing concrete density
R-VALUES
ENERGY&ATMOSPHERE
of building
components are used to
estimate a building’s
energy consumption under
steady-state conditions.
In order to estimate a
building’s actual energy
consumption, other factors
must be considered:
Building design
Thermal mass
Climate
R-VALUES
Types of heat transfer
R-Value is an estimate of the
overall steady-state resistance
to heat transfer.
STEADY STATE R-VALUES vs. THERMAL MASS
It is determined in the laboratory
by applying a constant
temperature difference across a
wall section, then measuring the
steady state heat flow through
the wall under this condition.
HEAT heat
HEATheat
Thermal mass, or the
heat storage ability of the wall,
is not considered in the R-Value.
STEADY STATE R-VALUES vs. THERMAL MASS
HEAT heat
HEATheat
Thermal storage is the temporary
storage of high or low temperature
energy for later use. It allows a time
gap between energy use and
availability.
Using thermal storage, heating or
cooling energy is stored so that it is
available for space conditioning
during peak demand periods.
Buildings constructed with masonry
can require 18%-70% less insulation
than similar frame buildings, while still
providing an equivalent level of
energy efficient performance.
Exterior mass,
core insulation,
interior mass
Exterior insul.,
core mass,
interior insulation
Exterior insul.,
interior mass
Exterior mass,
interior insulation
MASSWALLS
“Masonry or concrete walls having a mass greater than or equal to
30 lb/ft2 are defined by IECC and ASHRAE 90.1 as massive walls.”
ENERGY&ATMOSPHERE
THERMAL MASS BENEFITS
3AM 6AM 9AM 12PM 3PM 6PM 9PM 12AM
HEAT
LOSSES
HEAT
GAINS
2-HR LAG
6-HR LAG
DAMPING
Source: National Concrete Masonry Association
High-mass achieves better
energy performance.
Masonry walls are permitted
to have lower R
Values (insulation)
than frame wall systems to
achieve same level of energy
efficiency.
Dynamic Benefit
of Massive Walls
Systems
DBMS = Less Insulation
Note Reductions in R-Value for Massive Wall Systems
Insulation:
High R-Value
Masonry:
High
Thermal
Mass
Cavity
wall
system
ENERGY&ATMOSPHERE
THERMAL MASS & R-VALUES
ENERGY&ATMOSPHERE
MASONRY CAVITY WALL
© 2009 INTERNATIONAL MASONRY INSTITUTE
AIR SPACE
2” recommended
4½” max. between
brick and backup
1” min. for veneers
per ACI 530 Code
MOISTURE RESISTANCE
INSULATION TYPES
ENERGY&ATMOSPHERE
Fiberglass
Loose fill
Expanded
Polystyrene (EPS)
Extruded Polystyrene (XPS) Polyisocyanurate
INSULATED BLOCK
ENERGY&ATMOSPHERE
SPRAY POLYURETHANE FOAM
ENERGY&ATMOSPHERE
• Two-component system
• Mixed together expands
up to 30+ times in volume
to form solid product
• General features of spray
polyurethane foam:
– Lightweight
• 1.5 lbs per square foot
– Closed-cell rigid plastic
– Superior insulation
properties
INJECTED FOAM INSULATION
DETAIL 19.101A REV. 12/13/08
© 2008 INTERNATIONAL MASONRY INSTITUTE
SUSTAINABLEMASONRY
DETAILING
MASONRY
SERIES
www.imiweb.org800-IMI-0988
International Masonry Institute
CONCRETE MASONRY
GROUT & REINF.
AS REQ’D
INJECTION PORTS DRILLED
IN BED JOINTS @ 8” O.C.
EXCEPT @ GROUTED CELLS
CONCRETE MASONRY
GROUT & REINF.
AS REQ’D
GROUT & REINF.
AS REQ’D
CONCRETE MASONRY
GROUT & REINF.
AS REQ’D
CONCRETE MASONRY
CONT. INJECTED
FOAM INSULATION
GROUT & REINF.
AS REQ’D
CONCRETE MASONRY
CONT. INJECTED
FOAM INSULATION
GROUT & REINF.
AS REQ’D
CONCRETE MASONRY
CONT. INJECTED
FOAM INSULATION
PATCH INJECTION
PORTS W/ MORTAR TO
MATCH EXISTING
INSULATION AT INTERIOR
DETAIL 08.301 REV. 02/09/09
DETAILING
MASONRY
SERIES
www.imiweb.org800-IMI-0988
International Masonry Institute
© 2009 INTERNATIONAL MASONRY INSTITUTE
WALLTYPES
INSULATION IN CAVITY
DETAIL 08.302 REV. 02/09/09
DETAILING
MASONRY
SERIES
www.imiweb.org800-IMI-0988
International Masonry Institute
© 2009 INTERNATIONAL MASONRY INSTITUTE
WALLTYPES
INSULATION INSERTS IN BLOCK
DETAIL 08.303 REV. 02/09/09
DETAILING
MASONRY
SERIES
www.imiweb.org800-IMI-0988
International Masonry Institute
© 2009 INTERNATIONAL MASONRY INSTITUTE
WALLTYPES
FOAMED-IN-PLACE INSULATION
DETAIL 08.304 REV. 02/09/09
DETAILING
MASONRY
SERIES
www.imiweb.org800-IMI-0988
International Masonry Institute
© 2009 INTERNATIONAL MASONRY INSTITUTE
WALLTYPES
LOOSE FILL INSULATION
DETAIL 08.305 REV. 02/09/09
DETAILING
MASONRY
SERIES
www.imiweb.org800-IMI-0988
International Masonry Institute
© 2009 INTERNATIONAL MASONRY INSTITUTE
WALLTYPES
EXTERIOR INSULATION
DETAIL 08.306 REV. 02/09/09
DETAILING
MASONRY
SERIES
www.imiweb.org800-IMI-0988
International Masonry Institute
© 2009 INTERNATIONAL MASONRY INSTITUTE
WALLTYPES
INSULATION AT MULTIPLE LOCATIONS
DETAIL 08.307 REV. 02/09/09
DETAILING
MASONRY
SERIES
www.imiweb.org800-IMI-0988
International Masonry Institute
© 2009 INTERNATIONAL MASONRY INSTITUTE
WALLTYPES
114
R-Values of Multi-Wythe Concrete Masonry Walls
R-Values for Single Wythe Concrete Masonry Walls
Energy Code Compliance Using COMCHK-EZ
6-1A
6-4A
6-2A
6-11
Insulating Concrete Masonry Walls- construction
oriented discussion of various insulation methods
SUMMARY OF NCMA ENERGY TEKS
WALL TYPE 08.101 2” RIGID EXTRUDED POLYSTYRENE INSULATION
DETAIL 08.101 REV. 02/09/09
WALLTYPES
DETAILING
MASONRY
SERIES
www.imiweb.org800-IMI-0988
International Masonry Institute
© 2009 INTERNATIONAL MASONRY INSTITUTE
N.T.S.
BRICK VENEER
AIR/WATER/VAPOR
BARRIER AS REQ’D
HORIZONTAL JOINT
REINFORCEMENT W/
INTEGRAL WALL TIES
CMU BACKUP
2” EXTRUDED
POLYSTYRENE
INSULATION
16”
3 5/8” 2¾” 2” 7 5/8”
2¾” AIR SPACE
WALL TYPE 08.102 2” RIGID XPS INSULATION W/ INSERTS
DETAIL 08.102 REV. 02/09/09
WALLTYPES
DETAILING
MASONRY
SERIES
www.imiweb.org800-IMI-0988
International Masonry Institute
© 2009 INTERNATIONAL MASONRY INSTITUTE
N.T.S.
BRICK VENEER
AIR/WATER/VAPOR
BARRIER AS REQ’D
HORIZONTAL JOINT
REINFORCEMENT W/
INTEGRAL WALL TIES
CMU BACKUP
2” EXTRUDED
POLYSTYRENE
INSULATION
16”
3 5/8” 2¾” 2” 7 5/8”
EXPANDED
POLYSTYRENE
INSULATION INSERTS
2¾” AIR SPACE
R-19 BENCHMARK
WALL TYPE 08.103 3” RIGID XPS INSULATION W/ INSERTS
DETAIL 08.103 REV. 02/09/09
WALLTYPES
DETAILING
MASONRY
SERIES
www.imiweb.org800-IMI-0988
International Masonry Institute
© 2009 INTERNATIONAL MASONRY INSTITUTE
N.T.S.
BRICK VENEER
HORIZONTAL JOINT
REINFORCEMENT W/
INTEGRAL WALL TIES
16”
3 5/8” 1¾” 3” 7 5/8”
AIR/WATER/VAPOR
BARRIER AS REQ’D
CMU BACKUP
3” EXTRUDED
POLYSTYRENE
INSULATION
1¾” AIR SPACE
R-19 BENCHMARK
WALL TYPE 08.104 3” RIGID XPS INSULATION
DETAIL 08.104 REV. 02/09/09
WALLTYPES
DETAILING
MASONRY
SERIES
www.imiweb.org800-IMI-0988
International Masonry Institute
© 2009 INTERNATIONAL MASONRY INSTITUTE
N.T.S.
BRICK VENEER
AIR/WATER/VAPOR
BARRIER AS REQ’D
HORIZONTAL JOINT
REINFORCEMENT W/
INTEGRAL WALL TIES
CMU BACKUP
3” EXTRUDED
POLYSTYRENE
INSULATION
16”
3 5/8” 1¾” 3” 7 5/8”
EXPANDED
POLYSTYRENE
INSULATION INSERTS
1¾” AIR SPACE
17% INCREASE FROM
R-19 BENCHMARK
WALL TYPE 08.105 3” POLYISOCYANURATE INSULATION
DETAIL 08.105 REV. 02/09/09
WALLTYPES
DETAILING
MASONRY
SERIES
www.imiweb.org800-IMI-0988
International Masonry Institute
© 2009 INTERNATIONAL MASONRY INSTITUTE
N.T.S.
BRICK VENEER
AIR/WATER/VAPOR
BARRIER AS REQ’D
HORIZONTAL JOINT
REINFORCEMENT W/
INTEGRAL WALL TIES
CMU BACKUP
3” POLYISO.
INSULATION
16”
3 5/8” 1¾” 3” 7 5/8”
1¾” AIR SPACE
28% INCREASE FROM
R-19 BENCHMARK
WALL TYPE 08.106 3” POLYISOCYANURATE INSULATION W/ INSERTS
DETAIL 08.106 REV. 02/09/09
WALLTYPES
DETAILING
MASONRY
SERIES
www.imiweb.org800-IMI-0988
International Masonry Institute
© 2009 INTERNATIONAL MASONRY INSTITUTE
N.T.S.
BRICK VENEER
AIR/WATER/VAPOR
BARRIER AS REQ’D
HORIZONTAL JOINT
REINFORCEMENT W/
INTEGRAL WALL TIES
CMU BACKUP
3” POLYISO.
INSULATION
16”
3 5/8” 1¾” 3” 7 5/8”
EXPANDED
POLYSTYRENE
INSULATION INSERTS
1¾” AIR SPACE
46% INCREASE FROM
R-19 BENCHMARK
INDOOR ENVIRONMENTAL QUALITY
LEED 2009
5 points, NC
6 points, SCHOOLS
4 points, CS
Potential
contribution
of masonry
1 point
1 point
1 point
1 point
1 point
1 point
1 point
15 23 12
INDOOR ENVIRONMENTAL QUALITY
EQ CREDIT 3.1
CONSTRUCTION IAQ MANAGEMENT PLAN
INDOORENVIRONMENTALQUALITY
INTENT
Reduce air quality problems
resulting from the construction /
renovation process
POSSIBLE LEED POINTS
(1)
Masonry materials not organic
and therefore not a food source
for mold
Masonry materials are easily
protected from moisture during
construction
Meet minimum
requirements of ASHRAE
62.1, Ventilation for
Acceptable Indoor Air
Quality
DURING CONSTRUCTION
EQ CREDIT 4.1
LOW-EMITTING MATERIALS, ADHESIVES & SEALANTS
INDOORENVIRONMENTALQUALITY
INTENT
Reduce quantity of indoor air
contaminants that are odorous,
irritating, and/or harmful to the
comfort and well-being of
installers and occupants
POSSIBLE LEED POINTS
(1) All adhesives and sealants
comply with reference standards
EQ CREDIT 4.1
LOW-EMITTING MATERIALS, ADHESIVES & SEALANTS
INDOORENVIRONMENTALQUALITY
Anchored masonry veneer does
not require adhesives
Masonry requires less sealant
than many other wall systems
Use low-VOC sealants for
expansion and control joints
• Most masonry materials
do not require paints or
coatings.
• Paints and coatings for
CMU comply with VOC
requirements.
• Ground Face and Split-
Face CMU do not require
paint.
• Tile does not require
coatings or sealers.
EQ CREDIT 4.2
LOW-EMITTING MATERIALS, PAINTS & COATINGS
INDOORENVIRONMENTALQUALITY
POSSIBLE LEED POINTS
(1) All paints and coatings comply
with reference standards
INTENT
Reduce quantity of indoor air
contaminants that are odorous,
irritating, and/or harmful to the
comfort and well-being of
installers and occupants
• Insulated masonry wall
systems provide superior
Thermal Resistant (R)
values for consistent
temperatures.
• Masonry thermal mass
quality moderates
temperatures.
EQ CREDIT 7.1
THERMAL COMORT: DESIGN
INDOORENVIRONMENTALQUALITY
INTENT
Provide a comfortable thermal
environment that supports the
productivity and well-being of
building occupants
MASONRY
POSSIBLE LEED POINTS
(1)
Design HVAC and building
envelope to meet ASHRAE 56
Thermal Comfort Conditions
EQ CREDIT 7.1
THERMAL COMORT: DESIGN
INDOORENVIRONMENTALQUALITY
Masonry walls can assist in regulating temperature and
controlling mold and moisture penetration
EQ CREDIT 9
ENHANCED ACOUSTICAL PERFORMANCE
INDOORENVIRONMENTALQUALITY
INTENT
Provide classrooms that
facilitate better teacher and
student communications
through effective acoustical
design
POSSIBLE LEED POINTS
(1) Comply with requirements
for sound transmission
and background noise
EQ CREDIT 9
ENHANCED ACOUSTICAL PERFORMANCE
INDOORENVIRONMENTALQUALITY
REQUIREMENTS
Design building shell and
classroom partitions to meet
STC requirements of ANSI
Standard S12.60-2002
and
Reduce background noise
level in classrooms to 40
dBA or less from HVAC
systems.
EQ CREDIT 9
ENHANCED ACOUSTICAL PERFORMANCE
INDOORENVIRONMENTALQUALITY
STC Requirements for Classroom Assemblies
EQ CREDIT 9
ENHANCED ACOUSTICAL PERFORMANCE
INDOORENVIRONMENTALQUALITY
ACOUSTIC CONCRETE MASONRY
Acoustic CMUs can provide sound control for a
better indoor learning and working environment
Much like a car muffler, the
closed-end cavities resonate
sound waves and convert them
harmlessly to heat
REGIONAL PRIORITY
Regional Priority Credits (RPCs) incentivize the
achievement of credits that address geographically specific
environmental priorities.
LEED 2009 REGIONAL PRIORITY CREDITS
Each specific area – referenced by ZIP code – has six
RPCs per rating system. A project may earn up
to four bonus points as a result of earning RPCs, with one
bonus point earned per RPC.
RPCs are not new LEED credits, but are existing credits
that USGBC chapters and regional councils have
designated as being particularly important for their areas.
The incentive to achieve the credits is in the
form of a bonus point. If an RPC is earned, then a bonus
point is awarded to the project’s total points.
LEED 2009 REGIONAL PRIORITY CREDITS
LEED 2009 REGIONAL PRIORITY CREDITS
SSc4 SSc6 WEc3 MRc6 IEQc1.3 IEQc1.4
For ZIP Code 60137, LEED EB-O&M, priorities are:
LEED 2009 REGIONAL PRIORITY CREDITS
SUSTAINABLE SITES LEED 2009
WATER EFFICIENCY LEED 2009
ENERGY & ATMOSPHERE LEED 2009
MATERIALS & RESOURCES LEED 2009
INDOOR ENVIRONMENTAL QUALITY LEED 2009
INNOVATION IN DESIGN
INNOVATION & DESIGN LEED 2009
Potential
contribution
of masonry
5 points
6 points 5 points 6 points 5 points NC
4 points SCH
5 points CS
Cured concrete reabsorbs CO2 from the atmosphere
Over several years, 100 lbs of portland cement will
absorb 20 lbs of CO2, or 0.6 lbs of CO2 per concrete
masonry unit
If the concrete masonry
units are painted or
sealed, the absorption
will be reduced
Absorption is higher for
concrete masonry than
for cast-in-place due to
concrete masonry’s
higher porosity
source: AIA Environmental Resource Guide, 1996-1998, Concrete Masonry 04220, pp. 16-17
INNOVATION IN DESIGN
INDOOR ENVIRONMENTAL QUALITY
INNOVATION&DESIGN
INNOVATION IN DESIGN
Improve sound quality by using acoustically efficient
masonry materials
ACOUSTIC PERFORMANCE
INNOVATION&DESIGN
Example: Project uses masonry with mortar containing
masons’ sand, an abundant material
INNOVATION IN DESIGN
INNOVATION&DESIGN
ABUNDANT MATERIALS
Ongoing geological processes
generate new deposits of sand
in the hundreds of millions of
tons each year.
source: North American Insulation Manufacturers Association, naima.org
Much more raw sand is
generated annually than is
used by man.
INNOVATION IN DESIGN
INNOVATION&DESIGN
ABUNDANT MATERIALS
By proportion, Type N Mortar is approximately
NOT LESS
THAN 2¼ AND
NOT MORE
THAN 3 TIMES
THE SUM OF
SEPARATE
VOLUMES OF
LIME, IF USED,
AND CEMENT
¼
OVER ¼ TO ½
OVER ½ TO 1¼
OVER 1¼ TO 2½
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
1
1
1
1
M
S
N
O
CEMENT-
LIME
NSMNSM
AGGREGATE
RATIO
(MEASURED IN
DAMP, LOOSE
CONDITIONS)
HYDRATED
LIME OR LIME
PUTTY
MASONRY
CEMENT
MORTAR
CEMENT
PORTLAND
CEMENT OR
BLENDED
CEMENT
TYPEMORTAR
PROPORTIONS BY VOLUME
source: ASTM C 270
1:1:6
Portland Cement : Lime : Sand
ABUNDANT MATERIALS
INNOVATION IN DESIGN
INNOVATION&DESIGN
Structural masonry uses the
inherent strength of masonry
to minimize or eliminate the
requirements of a separate
structural frame
INNOVATION IN DESIGN
STRUCTURAL MASONRY
INNOVATION&DESIGN
Expidite design time and
construction schedule, save
on cost
STRUCTURALMASONRY
TYPE I HYBRID EXAMPLE
FIG. 20.514
c) TYPE I HYBRID
∆= 0.02” (0.5 mm)
a) RIGID FRAME
10 KIPS
W12x35
∆
W12x40
∆= 4” (100 mm)
W12x40
W8x24
W8x15
W8x15
10 KIPS
b) BRACED FRAME
∆= 0.04” (1 mm)
W8x15
W8x15
W8x24
10 KIPS
HEAD DETAIL
DETAIL 01.304 REV. 09/27/07
© 2007 INTERNATIONAL MASONRY INSTITUTE
BRICK&BLOCKCAVITYWALL
DETAILING
MASONRY
SERIES
www.imiweb.org800-IMI-0988
International Masonry Institute
PLATE WELDED TO I-BEAM
DETAIL FEATURES
• PLATE WELDED TO I-BEAM
• CUT BLOCK AROUND BEAM
STRUCTURAL MASONRY
Precast masory lintel fabricated on the
ground
Hoisted by lift
PRECAST LINTELS © 2009 INTERNATIONAL MASONRY INSTITUTE
© 2009 INTERNATIONAL MASONRY INSTITUTE
STRUCTURAL MASONRY
Precast lintel set into place 10-foot span
PRECAST LINTELS
 Time savings
4-6 weeks by hand vs 3-4 days w/ software
 Perforated shear walls!
 Layout changes easy to accommodate
 Models can easily be saved, modified
and reused for future projects
 Whole building results not just
components
 Entire building does not have to be
designed for localized worse case
 Integrates with other material design,
software, BIM, etc.
Masonry for sustainability

Mais conteúdo relacionado

Mais procurados

Self healing-material-bacterial-concrete
Self healing-material-bacterial-concreteSelf healing-material-bacterial-concrete
Self healing-material-bacterial-concreteAglaia Connect
 
Ferrocement ppt
Ferrocement pptFerrocement ppt
Ferrocement pptjvaghani
 
Self healing bacterial concrete
Self healing bacterial concreteSelf healing bacterial concrete
Self healing bacterial concreteneenavahab
 
One Museum Park West (Post-Tensioning case study)
One Museum Park West (Post-Tensioning case study)One Museum Park West (Post-Tensioning case study)
One Museum Park West (Post-Tensioning case study)AMSYSCO Inc.
 
ABSTRACT ON AUTOCLAVED AERATED CONCRETE
ABSTRACT ON AUTOCLAVED AERATED CONCRETEABSTRACT ON AUTOCLAVED AERATED CONCRETE
ABSTRACT ON AUTOCLAVED AERATED CONCRETEAglaia Connect
 
Flat slab design
Flat slab designFlat slab design
Flat slab designMoussa Rili
 
“BACTERIAL CONCRETE” ppt
“BACTERIAL CONCRETE” ppt“BACTERIAL CONCRETE” ppt
“BACTERIAL CONCRETE” pptAjeetPanedakatti
 
Reinforced Cement Concrete and Bar Bending Schedule
Reinforced Cement Concrete and Bar Bending ScheduleReinforced Cement Concrete and Bar Bending Schedule
Reinforced Cement Concrete and Bar Bending ScheduleKailash Chander
 
Ferrocement
FerrocementFerrocement
FerrocementRahul Ce
 
Foam Concrete(properties&applications)
 Foam Concrete(properties&applications) Foam Concrete(properties&applications)
Foam Concrete(properties&applications)Sourav Hazra
 
Concrete filled steel tubes
Concrete filled steel tubesConcrete filled steel tubes
Concrete filled steel tubesHarikrishna M.S
 
COMPARATIVE STUDY OF RCC AND COMPOSITE STRUCTURES
COMPARATIVE STUDY OF RCC AND COMPOSITE STRUCTURESCOMPARATIVE STUDY OF RCC AND COMPOSITE STRUCTURES
COMPARATIVE STUDY OF RCC AND COMPOSITE STRUCTURESMohammed Tajammul Ahmed
 
Durability and Permeability of Concrete
Durability  and Permeability of ConcreteDurability  and Permeability of Concrete
Durability and Permeability of ConcreteGAURAV. H .TANDON
 

Mais procurados (20)

Rehabilitation methods
Rehabilitation methodsRehabilitation methods
Rehabilitation methods
 
Self healing-material-bacterial-concrete
Self healing-material-bacterial-concreteSelf healing-material-bacterial-concrete
Self healing-material-bacterial-concrete
 
Ferrocement ppt
Ferrocement pptFerrocement ppt
Ferrocement ppt
 
Self healing bacterial concrete
Self healing bacterial concreteSelf healing bacterial concrete
Self healing bacterial concrete
 
High Performance Concrete
High Performance ConcreteHigh Performance Concrete
High Performance Concrete
 
light weight concrete
light weight concretelight weight concrete
light weight concrete
 
Composite construction
Composite constructionComposite construction
Composite construction
 
One Museum Park West (Post-Tensioning case study)
One Museum Park West (Post-Tensioning case study)One Museum Park West (Post-Tensioning case study)
One Museum Park West (Post-Tensioning case study)
 
ABSTRACT ON AUTOCLAVED AERATED CONCRETE
ABSTRACT ON AUTOCLAVED AERATED CONCRETEABSTRACT ON AUTOCLAVED AERATED CONCRETE
ABSTRACT ON AUTOCLAVED AERATED CONCRETE
 
Flat slab design
Flat slab designFlat slab design
Flat slab design
 
“BACTERIAL CONCRETE” ppt
“BACTERIAL CONCRETE” ppt“BACTERIAL CONCRETE” ppt
“BACTERIAL CONCRETE” ppt
 
Reinforced Cement Concrete and Bar Bending Schedule
Reinforced Cement Concrete and Bar Bending ScheduleReinforced Cement Concrete and Bar Bending Schedule
Reinforced Cement Concrete and Bar Bending Schedule
 
Ferrocement
FerrocementFerrocement
Ferrocement
 
Foam Concrete(properties&applications)
 Foam Concrete(properties&applications) Foam Concrete(properties&applications)
Foam Concrete(properties&applications)
 
Concrete filled steel tubes
Concrete filled steel tubesConcrete filled steel tubes
Concrete filled steel tubes
 
PRESENTATION ON CONCRETE
PRESENTATION ON CONCRETEPRESENTATION ON CONCRETE
PRESENTATION ON CONCRETE
 
COMPARATIVE STUDY OF RCC AND COMPOSITE STRUCTURES
COMPARATIVE STUDY OF RCC AND COMPOSITE STRUCTURESCOMPARATIVE STUDY OF RCC AND COMPOSITE STRUCTURES
COMPARATIVE STUDY OF RCC AND COMPOSITE STRUCTURES
 
Shear walls
Shear wallsShear walls
Shear walls
 
Repair and Rehabilitation
Repair and RehabilitationRepair and Rehabilitation
Repair and Rehabilitation
 
Durability and Permeability of Concrete
Durability  and Permeability of ConcreteDurability  and Permeability of Concrete
Durability and Permeability of Concrete
 

Destaque

CTEP - UNIT - II - MASONRY
CTEP - UNIT - II - MASONRYCTEP - UNIT - II - MASONRY
CTEP - UNIT - II - MASONRYShankar Ramasamy
 
Brick Masonary ppt presentation by Abhishek Bagul
Brick Masonary ppt presentation by Abhishek BagulBrick Masonary ppt presentation by Abhishek Bagul
Brick Masonary ppt presentation by Abhishek BagulAbhishek Bagul
 
Cold Weather Requirements for Masonry Construction
Cold Weather Requirements for Masonry ConstructionCold Weather Requirements for Masonry Construction
Cold Weather Requirements for Masonry ConstructionScott Conwell, FAIA, FCSI
 
Lecture 4 5 Urm Shear Walls
Lecture 4 5 Urm Shear WallsLecture 4 5 Urm Shear Walls
Lecture 4 5 Urm Shear WallsTeja Ande
 
Lecture 4 5 Urm Shear Walls
Lecture 4 5 Urm Shear WallsLecture 4 5 Urm Shear Walls
Lecture 4 5 Urm Shear WallsTeja Ande
 
Failures In Masonry Structures Lec 1
Failures In Masonry Structures Lec 1Failures In Masonry Structures Lec 1
Failures In Masonry Structures Lec 1Teja Ande
 
Masonry Presentation
Masonry PresentationMasonry Presentation
Masonry Presentationflrbc1avtech
 
02 concrete hollow & solid block1
02 concrete hollow & solid block102 concrete hollow & solid block1
02 concrete hollow & solid block1jai1972
 
Masonry structures behavior and design
Masonry structures behavior and designMasonry structures behavior and design
Masonry structures behavior and designNour Samir
 
Two way slab
Two way slabTwo way slab
Two way slabillpa
 
Corrosion of steel structure (group 4)
Corrosion of steel structure (group 4)Corrosion of steel structure (group 4)
Corrosion of steel structure (group 4)Karan Tibdewal
 
MORTAR AND CONCRETE HOLLOW BLOCKS
MORTAR AND CONCRETE HOLLOW BLOCKSMORTAR AND CONCRETE HOLLOW BLOCKS
MORTAR AND CONCRETE HOLLOW BLOCKSCarlo Mendoza
 

Destaque (20)

CTEP - UNIT - II - MASONRY
CTEP - UNIT - II - MASONRYCTEP - UNIT - II - MASONRY
CTEP - UNIT - II - MASONRY
 
Brick Masonary ppt presentation by Abhishek Bagul
Brick Masonary ppt presentation by Abhishek BagulBrick Masonary ppt presentation by Abhishek Bagul
Brick Masonary ppt presentation by Abhishek Bagul
 
Brick masonary
Brick masonaryBrick masonary
Brick masonary
 
Tips for optimizing structural masonry
Tips for optimizing structural masonryTips for optimizing structural masonry
Tips for optimizing structural masonry
 
Masonry Components
Masonry ComponentsMasonry Components
Masonry Components
 
Brick and Block Cavity Wall
Brick and Block Cavity WallBrick and Block Cavity Wall
Brick and Block Cavity Wall
 
Cold Weather Requirements for Masonry Construction
Cold Weather Requirements for Masonry ConstructionCold Weather Requirements for Masonry Construction
Cold Weather Requirements for Masonry Construction
 
Lecture 4 5 Urm Shear Walls
Lecture 4 5 Urm Shear WallsLecture 4 5 Urm Shear Walls
Lecture 4 5 Urm Shear Walls
 
Benefits of Building With Masonry
Benefits of Building With MasonryBenefits of Building With Masonry
Benefits of Building With Masonry
 
Mies & Gaudi In Barcelona
Mies & Gaudi In BarcelonaMies & Gaudi In Barcelona
Mies & Gaudi In Barcelona
 
Lecture 4 5 Urm Shear Walls
Lecture 4 5 Urm Shear WallsLecture 4 5 Urm Shear Walls
Lecture 4 5 Urm Shear Walls
 
Failures In Masonry Structures Lec 1
Failures In Masonry Structures Lec 1Failures In Masonry Structures Lec 1
Failures In Masonry Structures Lec 1
 
Masonry Presentation
Masonry PresentationMasonry Presentation
Masonry Presentation
 
02 concrete hollow & solid block1
02 concrete hollow & solid block102 concrete hollow & solid block1
02 concrete hollow & solid block1
 
Masonry Detailing Series v.3.4
Masonry Detailing Series v.3.4Masonry Detailing Series v.3.4
Masonry Detailing Series v.3.4
 
Masonry structures behavior and design
Masonry structures behavior and designMasonry structures behavior and design
Masonry structures behavior and design
 
Two way slab
Two way slabTwo way slab
Two way slab
 
04 masonry
04 masonry04 masonry
04 masonry
 
Corrosion of steel structure (group 4)
Corrosion of steel structure (group 4)Corrosion of steel structure (group 4)
Corrosion of steel structure (group 4)
 
MORTAR AND CONCRETE HOLLOW BLOCKS
MORTAR AND CONCRETE HOLLOW BLOCKSMORTAR AND CONCRETE HOLLOW BLOCKS
MORTAR AND CONCRETE HOLLOW BLOCKS
 

Semelhante a Masonry for sustainability

Sustainability In Steel Construction
Sustainability In Steel ConstructionSustainability In Steel Construction
Sustainability In Steel ConstructionMahmoud Sayed Ahmed
 
Sc apa fall 2010 green final pdf
Sc apa fall 2010 green   final pdfSc apa fall 2010 green   final pdf
Sc apa fall 2010 green final pdfRobert1239
 
Rak precast vs sustainability
Rak precast vs sustainability   Rak precast vs sustainability
Rak precast vs sustainability Farah Abdullah
 
SUSBTITUTION OF STEEL REINFORCEMENT WITH BAMBOO IN CONSTRUCTION: AN INNOVATIV...
SUSBTITUTION OF STEEL REINFORCEMENT WITH BAMBOO IN CONSTRUCTION: AN INNOVATIV...SUSBTITUTION OF STEEL REINFORCEMENT WITH BAMBOO IN CONSTRUCTION: AN INNOVATIV...
SUSBTITUTION OF STEEL REINFORCEMENT WITH BAMBOO IN CONSTRUCTION: AN INNOVATIV...IRJET Journal
 
Civil Engineer for Green Buildings
Civil Engineer for Green BuildingsCivil Engineer for Green Buildings
Civil Engineer for Green BuildingsBC Chew
 
Susd0001 Nicolas Carbone Individual Assignment (2)
Susd0001   Nicolas Carbone   Individual Assignment (2)Susd0001   Nicolas Carbone   Individual Assignment (2)
Susd0001 Nicolas Carbone Individual Assignment (2)Nicolas Carbone Gamarra
 
COMPARATIVE STUDY OF SUSTAINABLE MATERIALS FOR REPLACEMENT OF STEEL REINFORCE...
COMPARATIVE STUDY OF SUSTAINABLE MATERIALS FOR REPLACEMENT OF STEEL REINFORCE...COMPARATIVE STUDY OF SUSTAINABLE MATERIALS FOR REPLACEMENT OF STEEL REINFORCE...
COMPARATIVE STUDY OF SUSTAINABLE MATERIALS FOR REPLACEMENT OF STEEL REINFORCE...IRJET Journal
 
Green Buildings ! How much it would cost ?-م.56-مبادرة#تواصل_تطوير-أ.د.طارق...
Green Buildings !   How much it would cost ?-م.56-مبادرة#تواصل_تطوير-أ.د.طارق...Green Buildings !   How much it would cost ?-م.56-مبادرة#تواصل_تطوير-أ.د.طارق...
Green Buildings ! How much it would cost ?-م.56-مبادرة#تواصل_تطوير-أ.د.طارق...Egyptian Engineers Association
 
IRJET - Anlysis and Study of Existing Sustainable Building
IRJET -  	  Anlysis and Study of Existing Sustainable BuildingIRJET -  	  Anlysis and Study of Existing Sustainable Building
IRJET - Anlysis and Study of Existing Sustainable BuildingIRJET Journal
 
Presentation 2 FYP (3).pptx
Presentation 2 FYP (3).pptxPresentation 2 FYP (3).pptx
Presentation 2 FYP (3).pptxSabaFaseeh
 
Life-Cycle Cost Analysis of Concrete Structures
Life-Cycle Cost Analysis of Concrete StructuresLife-Cycle Cost Analysis of Concrete Structures
Life-Cycle Cost Analysis of Concrete StructuresIRJET Journal
 
Experimental Investigation on Performance of Recycled Concrete Aggregate as C...
Experimental Investigation on Performance of Recycled Concrete Aggregate as C...Experimental Investigation on Performance of Recycled Concrete Aggregate as C...
Experimental Investigation on Performance of Recycled Concrete Aggregate as C...IRJET Journal
 
IRJET- Comparative Analysis of G+10 RCC Building with AAC Blocks and Conventi...
IRJET- Comparative Analysis of G+10 RCC Building with AAC Blocks and Conventi...IRJET- Comparative Analysis of G+10 RCC Building with AAC Blocks and Conventi...
IRJET- Comparative Analysis of G+10 RCC Building with AAC Blocks and Conventi...IRJET Journal
 
AIA Sustainabilty Metal Roofing
AIA Sustainabilty Metal RoofingAIA Sustainabilty Metal Roofing
AIA Sustainabilty Metal Roofingdrexelmetals
 
To Study the Behavior of Concrete With the Replacement of Fine Aggregate by Q...
To Study the Behavior of Concrete With the Replacement of Fine Aggregate by Q...To Study the Behavior of Concrete With the Replacement of Fine Aggregate by Q...
To Study the Behavior of Concrete With the Replacement of Fine Aggregate by Q...IRJET Journal
 
IRJET- Experimental Study on Compressed Stabilized Earth Block
IRJET- Experimental Study on Compressed Stabilized Earth BlockIRJET- Experimental Study on Compressed Stabilized Earth Block
IRJET- Experimental Study on Compressed Stabilized Earth BlockIRJET Journal
 
Study On Partial Replacement Of Fine Aggregates In Concrete By Recycled Concr...
Study On Partial Replacement Of Fine Aggregates In Concrete By Recycled Concr...Study On Partial Replacement Of Fine Aggregates In Concrete By Recycled Concr...
Study On Partial Replacement Of Fine Aggregates In Concrete By Recycled Concr...IRJET Journal
 
Leed Civil Engineering Strategies
Leed Civil Engineering StrategiesLeed Civil Engineering Strategies
Leed Civil Engineering StrategiesSean Merrell
 

Semelhante a Masonry for sustainability (20)

Sustainability In Steel Construction
Sustainability In Steel ConstructionSustainability In Steel Construction
Sustainability In Steel Construction
 
Sc apa fall 2010 green final pdf
Sc apa fall 2010 green   final pdfSc apa fall 2010 green   final pdf
Sc apa fall 2010 green final pdf
 
Rak precast vs sustainability
Rak precast vs sustainability   Rak precast vs sustainability
Rak precast vs sustainability
 
SUSBTITUTION OF STEEL REINFORCEMENT WITH BAMBOO IN CONSTRUCTION: AN INNOVATIV...
SUSBTITUTION OF STEEL REINFORCEMENT WITH BAMBOO IN CONSTRUCTION: AN INNOVATIV...SUSBTITUTION OF STEEL REINFORCEMENT WITH BAMBOO IN CONSTRUCTION: AN INNOVATIV...
SUSBTITUTION OF STEEL REINFORCEMENT WITH BAMBOO IN CONSTRUCTION: AN INNOVATIV...
 
Civil Engineer for Green Buildings
Civil Engineer for Green BuildingsCivil Engineer for Green Buildings
Civil Engineer for Green Buildings
 
Susd0001 Nicolas Carbone Individual Assignment (2)
Susd0001   Nicolas Carbone   Individual Assignment (2)Susd0001   Nicolas Carbone   Individual Assignment (2)
Susd0001 Nicolas Carbone Individual Assignment (2)
 
COMPARATIVE STUDY OF SUSTAINABLE MATERIALS FOR REPLACEMENT OF STEEL REINFORCE...
COMPARATIVE STUDY OF SUSTAINABLE MATERIALS FOR REPLACEMENT OF STEEL REINFORCE...COMPARATIVE STUDY OF SUSTAINABLE MATERIALS FOR REPLACEMENT OF STEEL REINFORCE...
COMPARATIVE STUDY OF SUSTAINABLE MATERIALS FOR REPLACEMENT OF STEEL REINFORCE...
 
Green Buildings ! How much it would cost ?-م.56-مبادرة#تواصل_تطوير-أ.د.طارق...
Green Buildings !   How much it would cost ?-م.56-مبادرة#تواصل_تطوير-أ.د.طارق...Green Buildings !   How much it would cost ?-م.56-مبادرة#تواصل_تطوير-أ.د.طارق...
Green Buildings ! How much it would cost ?-م.56-مبادرة#تواصل_تطوير-أ.د.طارق...
 
IRJET - Anlysis and Study of Existing Sustainable Building
IRJET -  	  Anlysis and Study of Existing Sustainable BuildingIRJET -  	  Anlysis and Study of Existing Sustainable Building
IRJET - Anlysis and Study of Existing Sustainable Building
 
Presentation 2 FYP (3).pptx
Presentation 2 FYP (3).pptxPresentation 2 FYP (3).pptx
Presentation 2 FYP (3).pptx
 
Life-Cycle Cost Analysis of Concrete Structures
Life-Cycle Cost Analysis of Concrete StructuresLife-Cycle Cost Analysis of Concrete Structures
Life-Cycle Cost Analysis of Concrete Structures
 
Green building.pptx
Green building.pptxGreen building.pptx
Green building.pptx
 
Experimental Investigation on Performance of Recycled Concrete Aggregate as C...
Experimental Investigation on Performance of Recycled Concrete Aggregate as C...Experimental Investigation on Performance of Recycled Concrete Aggregate as C...
Experimental Investigation on Performance of Recycled Concrete Aggregate as C...
 
Green
GreenGreen
Green
 
IRJET- Comparative Analysis of G+10 RCC Building with AAC Blocks and Conventi...
IRJET- Comparative Analysis of G+10 RCC Building with AAC Blocks and Conventi...IRJET- Comparative Analysis of G+10 RCC Building with AAC Blocks and Conventi...
IRJET- Comparative Analysis of G+10 RCC Building with AAC Blocks and Conventi...
 
AIA Sustainabilty Metal Roofing
AIA Sustainabilty Metal RoofingAIA Sustainabilty Metal Roofing
AIA Sustainabilty Metal Roofing
 
To Study the Behavior of Concrete With the Replacement of Fine Aggregate by Q...
To Study the Behavior of Concrete With the Replacement of Fine Aggregate by Q...To Study the Behavior of Concrete With the Replacement of Fine Aggregate by Q...
To Study the Behavior of Concrete With the Replacement of Fine Aggregate by Q...
 
IRJET- Experimental Study on Compressed Stabilized Earth Block
IRJET- Experimental Study on Compressed Stabilized Earth BlockIRJET- Experimental Study on Compressed Stabilized Earth Block
IRJET- Experimental Study on Compressed Stabilized Earth Block
 
Study On Partial Replacement Of Fine Aggregates In Concrete By Recycled Concr...
Study On Partial Replacement Of Fine Aggregates In Concrete By Recycled Concr...Study On Partial Replacement Of Fine Aggregates In Concrete By Recycled Concr...
Study On Partial Replacement Of Fine Aggregates In Concrete By Recycled Concr...
 
Leed Civil Engineering Strategies
Leed Civil Engineering StrategiesLeed Civil Engineering Strategies
Leed Civil Engineering Strategies
 

Mais de Scott Conwell, FAIA, FCSI (8)

Design Considerations for Large Format Tile
Design Considerations for Large Format TileDesign Considerations for Large Format Tile
Design Considerations for Large Format Tile
 
Flashing & Air Barrier
Flashing & Air BarrierFlashing & Air Barrier
Flashing & Air Barrier
 
Air Barrier & Flashing
Air Barrier & FlashingAir Barrier & Flashing
Air Barrier & Flashing
 
Terra Cotta Rainscreen
Terra Cotta RainscreenTerra Cotta Rainscreen
Terra Cotta Rainscreen
 
Brick Veneer Steel Stud Wall
Brick Veneer Steel Stud WallBrick Veneer Steel Stud Wall
Brick Veneer Steel Stud Wall
 
Designing with Tile
Designing with TileDesigning with Tile
Designing with Tile
 
Moisture Control for Masonry
Moisture Control for MasonryMoisture Control for Masonry
Moisture Control for Masonry
 
Quality Control for Masonry
Quality Control for MasonryQuality Control for Masonry
Quality Control for Masonry
 

Último

Proudly South Africa powerpoint Thorisha.pptx
Proudly South Africa powerpoint Thorisha.pptxProudly South Africa powerpoint Thorisha.pptx
Proudly South Africa powerpoint Thorisha.pptxthorishapillay1
 
How to do quick user assign in kanban in Odoo 17 ERP
How to do quick user assign in kanban in Odoo 17 ERPHow to do quick user assign in kanban in Odoo 17 ERP
How to do quick user assign in kanban in Odoo 17 ERPCeline George
 
Science 7 Quarter 4 Module 2: Natural Resources.pptx
Science 7 Quarter 4 Module 2: Natural Resources.pptxScience 7 Quarter 4 Module 2: Natural Resources.pptx
Science 7 Quarter 4 Module 2: Natural Resources.pptxMaryGraceBautista27
 
Inclusivity Essentials_ Creating Accessible Websites for Nonprofits .pdf
Inclusivity Essentials_ Creating Accessible Websites for Nonprofits .pdfInclusivity Essentials_ Creating Accessible Websites for Nonprofits .pdf
Inclusivity Essentials_ Creating Accessible Websites for Nonprofits .pdfTechSoup
 
Karra SKD Conference Presentation Revised.pptx
Karra SKD Conference Presentation Revised.pptxKarra SKD Conference Presentation Revised.pptx
Karra SKD Conference Presentation Revised.pptxAshokKarra1
 
ISYU TUNGKOL SA SEKSWLADIDA (ISSUE ABOUT SEXUALITY
ISYU TUNGKOL SA SEKSWLADIDA (ISSUE ABOUT SEXUALITYISYU TUNGKOL SA SEKSWLADIDA (ISSUE ABOUT SEXUALITY
ISYU TUNGKOL SA SEKSWLADIDA (ISSUE ABOUT SEXUALITYKayeClaireEstoconing
 
ACC 2024 Chronicles. Cardiology. Exam.pdf
ACC 2024 Chronicles. Cardiology. Exam.pdfACC 2024 Chronicles. Cardiology. Exam.pdf
ACC 2024 Chronicles. Cardiology. Exam.pdfSpandanaRallapalli
 
Visit to a blind student's school🧑‍🦯🧑‍🦯(community medicine)
Visit to a blind student's school🧑‍🦯🧑‍🦯(community medicine)Visit to a blind student's school🧑‍🦯🧑‍🦯(community medicine)
Visit to a blind student's school🧑‍🦯🧑‍🦯(community medicine)lakshayb543
 
Gas measurement O2,Co2,& ph) 04/2024.pptx
Gas measurement O2,Co2,& ph) 04/2024.pptxGas measurement O2,Co2,& ph) 04/2024.pptx
Gas measurement O2,Co2,& ph) 04/2024.pptxDr.Ibrahim Hassaan
 
THEORIES OF ORGANIZATION-PUBLIC ADMINISTRATION
THEORIES OF ORGANIZATION-PUBLIC ADMINISTRATIONTHEORIES OF ORGANIZATION-PUBLIC ADMINISTRATION
THEORIES OF ORGANIZATION-PUBLIC ADMINISTRATIONHumphrey A Beña
 
Procuring digital preservation CAN be quick and painless with our new dynamic...
Procuring digital preservation CAN be quick and painless with our new dynamic...Procuring digital preservation CAN be quick and painless with our new dynamic...
Procuring digital preservation CAN be quick and painless with our new dynamic...Jisc
 
Grade 9 Q4-MELC1-Active and Passive Voice.pptx
Grade 9 Q4-MELC1-Active and Passive Voice.pptxGrade 9 Q4-MELC1-Active and Passive Voice.pptx
Grade 9 Q4-MELC1-Active and Passive Voice.pptxChelloAnnAsuncion2
 
ENGLISH 7_Q4_LESSON 2_ Employing a Variety of Strategies for Effective Interp...
ENGLISH 7_Q4_LESSON 2_ Employing a Variety of Strategies for Effective Interp...ENGLISH 7_Q4_LESSON 2_ Employing a Variety of Strategies for Effective Interp...
ENGLISH 7_Q4_LESSON 2_ Employing a Variety of Strategies for Effective Interp...JhezDiaz1
 
ECONOMIC CONTEXT - LONG FORM TV DRAMA - PPT
ECONOMIC CONTEXT - LONG FORM TV DRAMA - PPTECONOMIC CONTEXT - LONG FORM TV DRAMA - PPT
ECONOMIC CONTEXT - LONG FORM TV DRAMA - PPTiammrhaywood
 
DATA STRUCTURE AND ALGORITHM for beginners
DATA STRUCTURE AND ALGORITHM for beginnersDATA STRUCTURE AND ALGORITHM for beginners
DATA STRUCTURE AND ALGORITHM for beginnersSabitha Banu
 
Barangay Council for the Protection of Children (BCPC) Orientation.pptx
Barangay Council for the Protection of Children (BCPC) Orientation.pptxBarangay Council for the Protection of Children (BCPC) Orientation.pptx
Barangay Council for the Protection of Children (BCPC) Orientation.pptxCarlos105
 
Incoming and Outgoing Shipments in 3 STEPS Using Odoo 17
Incoming and Outgoing Shipments in 3 STEPS Using Odoo 17Incoming and Outgoing Shipments in 3 STEPS Using Odoo 17
Incoming and Outgoing Shipments in 3 STEPS Using Odoo 17Celine George
 
Like-prefer-love -hate+verb+ing & silent letters & citizenship text.pdf
Like-prefer-love -hate+verb+ing & silent letters & citizenship text.pdfLike-prefer-love -hate+verb+ing & silent letters & citizenship text.pdf
Like-prefer-love -hate+verb+ing & silent letters & citizenship text.pdfMr Bounab Samir
 

Último (20)

Proudly South Africa powerpoint Thorisha.pptx
Proudly South Africa powerpoint Thorisha.pptxProudly South Africa powerpoint Thorisha.pptx
Proudly South Africa powerpoint Thorisha.pptx
 
How to do quick user assign in kanban in Odoo 17 ERP
How to do quick user assign in kanban in Odoo 17 ERPHow to do quick user assign in kanban in Odoo 17 ERP
How to do quick user assign in kanban in Odoo 17 ERP
 
Science 7 Quarter 4 Module 2: Natural Resources.pptx
Science 7 Quarter 4 Module 2: Natural Resources.pptxScience 7 Quarter 4 Module 2: Natural Resources.pptx
Science 7 Quarter 4 Module 2: Natural Resources.pptx
 
Inclusivity Essentials_ Creating Accessible Websites for Nonprofits .pdf
Inclusivity Essentials_ Creating Accessible Websites for Nonprofits .pdfInclusivity Essentials_ Creating Accessible Websites for Nonprofits .pdf
Inclusivity Essentials_ Creating Accessible Websites for Nonprofits .pdf
 
Karra SKD Conference Presentation Revised.pptx
Karra SKD Conference Presentation Revised.pptxKarra SKD Conference Presentation Revised.pptx
Karra SKD Conference Presentation Revised.pptx
 
ISYU TUNGKOL SA SEKSWLADIDA (ISSUE ABOUT SEXUALITY
ISYU TUNGKOL SA SEKSWLADIDA (ISSUE ABOUT SEXUALITYISYU TUNGKOL SA SEKSWLADIDA (ISSUE ABOUT SEXUALITY
ISYU TUNGKOL SA SEKSWLADIDA (ISSUE ABOUT SEXUALITY
 
ACC 2024 Chronicles. Cardiology. Exam.pdf
ACC 2024 Chronicles. Cardiology. Exam.pdfACC 2024 Chronicles. Cardiology. Exam.pdf
ACC 2024 Chronicles. Cardiology. Exam.pdf
 
Visit to a blind student's school🧑‍🦯🧑‍🦯(community medicine)
Visit to a blind student's school🧑‍🦯🧑‍🦯(community medicine)Visit to a blind student's school🧑‍🦯🧑‍🦯(community medicine)
Visit to a blind student's school🧑‍🦯🧑‍🦯(community medicine)
 
LEFT_ON_C'N_ PRELIMS_EL_DORADO_2024.pptx
LEFT_ON_C'N_ PRELIMS_EL_DORADO_2024.pptxLEFT_ON_C'N_ PRELIMS_EL_DORADO_2024.pptx
LEFT_ON_C'N_ PRELIMS_EL_DORADO_2024.pptx
 
TataKelola dan KamSiber Kecerdasan Buatan v022.pdf
TataKelola dan KamSiber Kecerdasan Buatan v022.pdfTataKelola dan KamSiber Kecerdasan Buatan v022.pdf
TataKelola dan KamSiber Kecerdasan Buatan v022.pdf
 
Gas measurement O2,Co2,& ph) 04/2024.pptx
Gas measurement O2,Co2,& ph) 04/2024.pptxGas measurement O2,Co2,& ph) 04/2024.pptx
Gas measurement O2,Co2,& ph) 04/2024.pptx
 
THEORIES OF ORGANIZATION-PUBLIC ADMINISTRATION
THEORIES OF ORGANIZATION-PUBLIC ADMINISTRATIONTHEORIES OF ORGANIZATION-PUBLIC ADMINISTRATION
THEORIES OF ORGANIZATION-PUBLIC ADMINISTRATION
 
Procuring digital preservation CAN be quick and painless with our new dynamic...
Procuring digital preservation CAN be quick and painless with our new dynamic...Procuring digital preservation CAN be quick and painless with our new dynamic...
Procuring digital preservation CAN be quick and painless with our new dynamic...
 
Grade 9 Q4-MELC1-Active and Passive Voice.pptx
Grade 9 Q4-MELC1-Active and Passive Voice.pptxGrade 9 Q4-MELC1-Active and Passive Voice.pptx
Grade 9 Q4-MELC1-Active and Passive Voice.pptx
 
ENGLISH 7_Q4_LESSON 2_ Employing a Variety of Strategies for Effective Interp...
ENGLISH 7_Q4_LESSON 2_ Employing a Variety of Strategies for Effective Interp...ENGLISH 7_Q4_LESSON 2_ Employing a Variety of Strategies for Effective Interp...
ENGLISH 7_Q4_LESSON 2_ Employing a Variety of Strategies for Effective Interp...
 
ECONOMIC CONTEXT - LONG FORM TV DRAMA - PPT
ECONOMIC CONTEXT - LONG FORM TV DRAMA - PPTECONOMIC CONTEXT - LONG FORM TV DRAMA - PPT
ECONOMIC CONTEXT - LONG FORM TV DRAMA - PPT
 
DATA STRUCTURE AND ALGORITHM for beginners
DATA STRUCTURE AND ALGORITHM for beginnersDATA STRUCTURE AND ALGORITHM for beginners
DATA STRUCTURE AND ALGORITHM for beginners
 
Barangay Council for the Protection of Children (BCPC) Orientation.pptx
Barangay Council for the Protection of Children (BCPC) Orientation.pptxBarangay Council for the Protection of Children (BCPC) Orientation.pptx
Barangay Council for the Protection of Children (BCPC) Orientation.pptx
 
Incoming and Outgoing Shipments in 3 STEPS Using Odoo 17
Incoming and Outgoing Shipments in 3 STEPS Using Odoo 17Incoming and Outgoing Shipments in 3 STEPS Using Odoo 17
Incoming and Outgoing Shipments in 3 STEPS Using Odoo 17
 
Like-prefer-love -hate+verb+ing & silent letters & citizenship text.pdf
Like-prefer-love -hate+verb+ing & silent letters & citizenship text.pdfLike-prefer-love -hate+verb+ing & silent letters & citizenship text.pdf
Like-prefer-love -hate+verb+ing & silent letters & citizenship text.pdf
 

Masonry for sustainability

  • 1. MASONRY FOR SUSTAINABILITY presented by International Masonry Institute
  • 2. INTERNATIONAL MASONRY INSTITUTE APPRENTICESHIP & TRAINING MARKET DEVELOPMENT & TECHNICAL SERVICE
  • 3. Craftworker certification training Sustainable Masonry Certification Program Contractor College Pre-job and apprentice training International Union of Bricklayers and Allied Craftworkers International Masonry Institute LIFELONG LEARNING Journeyman upgrade training Safety, scaffold, OSHA training Supervisor certification
  • 4. BAC CONTRACTORS IMI-TRAINED CRAFTWORKERS International Union of Bricklayers and Allied Craftworkers International Masonry Institute
  • 5. Buildingsare the single largest contributor to global warming.
  • 6.
  • 9. ASTM E 2114-06a, “Standard Terminology for Sustainability Relative to the Performance of Buildings,” Vol. 4.12, ASTM International, West Conshohocken, PA, 2006 “Meeting the needs of the present without compromising the ability of future generations to meet their own needs.” SUSTAINABILITY: MASONRYFORSUSTAINABILITY
  • 10. FACILITY LIFE CYCLE Project Resource Manual – CSI Manual of Practice Facility evaluation may identify needs that lead to expansion, remodel- ing, renovation, or restoration of an existing facility to accommodate growth or changes in function; or may result in abandonment, deconstruction, sale, or adaptive reuse of an existing facility.
  • 11. SUSTAINABLEDESIGNTOPICS Active Solar Thermal Systems Alternative Energy Alternative Transportation Appropriate Size and Growth Biomimicry Building Form Building Monitoring Building Orientation Carbon Offsets Cavity Walls for Insulating Airspace Co-Generation Conserving Systems and Equipment Contract Documents (related to sustainable design) Construction Waste Management Cool Roofs Deconstruction and Salvage Materials Daylighting Earth Sheltering Efficient Artificial Lighting Efficient Site Lighting Systems Energy Modeling Energy Source Ramifications Energy-Saving Appliances and Equipment Environmental Education Geoexchange Green Roofs High-Efficiency Equipment Indoor Environmental Quality Integrated Project Delivery Life Cycle Assessment Mass Absorption Material Selection and Embodied Energy Natural Ventilation Open, Active, Daylit Space Passive Solar Collection Opportunities Photovoltaics Prefabrication Preservation/Reuse of Existing Facilities Radiant Heating and Cooling Renewable Energy Resources Rightsizing Equipment Q: What topics are considered as Sustainable Design topics? Safety and Security Systems (defensive planting, innovative design, defensive space) Smart Controls Space Zoning Staff Training (tech. training, only) Sun Shading Systems Commissioning Systems Tune-Up Thermal Bridging Total Building Commissioning Vegetation for Sun Control Walkable Communities Waste-Heat Recovery Water Conservation Windows and Openings Green Specifications Zoning, regulatory, codes www.aia.org FAQs A:
  • 12. Possible points LEED-NC v.2.2 14Sustainable Sites 5Water Efficiency 17Energy & Atmosphere 15Materials & Resources 13Indoor Environm. Quality 5Innovation in Design N/ARegional Priority 69 LEED-NC v. 3 Possible points 26 10 35 14 15 100TOTAL 26-32Certified 33-38Silver 39-51Gold 52-69Platinum 40-49 50-59 60-79 80+ LEED NC v.2.2 vs. LEED v.3 6 4 110
  • 13. With revised credit weightings, LEED now awards more points for strategies that will have greater positive impacts on what matters most – energy efficiency and CO2 reductions. LEED v. 3 CREDIT WEIGHTINGS The result: more value is given to credits that have the highest potential for making the biggest change. Each credit was evaluated against a list of 13 environmental impact categories, including climate change, indoor environmental quality, resource depletion and water intake. The impact categories were prioritized, and credits were assigned a value based on how they contributed to mitigating each impact.
  • 14. LEED v. 3 MINIMUM PROGRAM REQUIREMENTS • Whole-Building Energy and Water Usage Data • 5 year period • Data supplied on regular basis • Commitment carries forward if owner changes
  • 15. Requirements Technologies & Strategies Intent Credit – Identifies intent, requirements, technologies Points – One or more available within credit achieved by specified requirements LEED CREDIT FORMAT
  • 16. Intent: • Conveys goals and objectives • Measure for granting point LEED CREDIT FORMAT
  • 17. Requirements: • Identifies specifics • Action items • Reference Standards • Submittals LEED CREDIT FORMAT
  • 18. Strategies: • Accepted methods • Coordination items • Guidelines • Caution LEED CREDIT FORMAT
  • 19. • Sustainable Sites (11) • Energy and Atmosphere (19) • Materials and Resources (12) • Indoor Environmental Quality (5) • Innovation and Design (5) LEED MASONRY CONTRIBUTIONS Masonry impacts 52 LEED v 3 points
  • 21. MATERIALS & RESOURCES LEED v. 3 14 13 13 Potential contribution of masonry 3 points 5 points 1 point 2 points 2 points 2 points 2 points 12 points, NC 11 points, SCH 13 points, CS
  • 22. MATERIALS&RESOURCES MR CREDIT 1.1, 1.2, 1.3 BUILDING REUSE INTENT Extend the life cycle of existing building stock Reduce waste and environ- mental impacts of new buildings POSSIBLE LEED POINTS Maintain 75% of existing walls, floors & roofs Maintain 95% of existing walls, floors & roofs Maintain 50% of interior non-structural elements (1) (2) (3)
  • 23. Reuse existing structural and non- structural walls and elements. Masonry materials (Brick, CMU, Stone, Concrete, Tile, Terrazzo, AAC, Plaster) are: – Strong – Durable – Long life-cycle – Easily repaired – Fire-resistant – Energy efficient – Easily adaptable Masonry structural walls can remain. MATERIALS&RESOURCES STRATEGIES MR CREDIT 1.1, 1.2, 1.3 BUILDING REUSE
  • 24. MATERIALS&RESOURCES MR CREDIT 1.1, 1.2, 1.3 BUILDING REUSE
  • 25. MATERIALS&RESOURCES MR CREDIT 1.1, 1.2, 1.3 BUILDING REUSE Case Study: Walsh Construction Headquarters, Chicago, IL
  • 26. MR CREDIT 1.1, 1.2, 1.3 BUILDING REUSE Walsh Construction Headquarters, Chicago, IL Common brick facade removed. New face brick installed on existing concrete structure.
  • 27. MATERIALS&RESOURCES MR CREDIT 3.1 & 3.2 MATERIAL REUSE Common brick from facade is preserved and cleaned. Walsh Construction Headquarters, Chicago, IL
  • 28. MATERIALS&RESOURCES MR CREDIT 3.1 & 3.2 MATERIAL REUSE Common brick used as interior finish at corridor walls and elevator lobbies. Walsh Construction Headquarters, Chicago, IL
  • 30. MATERIALS&RESOURCES MR CREDIT 1.1, 1.2, 1.3 BUILDING REUSE “The most sustainable building is an existing masonry building being restored.” - Lori Sipes, FAIA, Preservation Architect
  • 31. MATERIALS&RESOURCES MR CREDIT 1.1, 1.2, 1.3 BUILDING REUSE
  • 32. MATERIALS&RESOURCES MR CREDIT 1.1, 1.2, 1.3 BUILDING REUSE
  • 33. REPOINTING DETAIL DETAIL 16.101 REV. 05/08/09 © 2009 INTERNATIONAL MASONRY INSTITUTE N.T.S. DETAILING MASONRY SERIES www.imiweb.org800-IMI-0988 International Masonry Institute DETERIORATED MORTAR 1. FINAL PASS TOOLED TO CONCAVE OR VEE PROFILE TO MATCH EXISTING 8. 1/4” LIFT, FIRST PASS5. 1/4” FINAL PASS INCORRECTLY SMEARED ABOUT BRICK EDGES RESULTS IN EXAG- GERATED JOINT WIDTH 7.1/4” LIFTS, SUB- SEQUENT PASSES 6. 1/4” 2. JOINT GROUND TO INCORRECT PROFILE JOINT GROUND TO INCORRECT PROFILE 3. JOINT RAKED TO SOUND MORTAR (d/3 MAX.) AND GROUND TO 90º PROFILE 4. d/3 MAX d
  • 34. MATERIALS&RESOURCES MR CREDIT 2.1 & 2.2 CONSTRUCTION WASTE MANAGEMENT INTENT Divert debris from disposal in landfills Redirect recyclable material to manufacture process Redirect reusable materials POSSIBLE LEED POINTS Recycle / salvage 50% non-hazardous construction and demolition debris (1) Recycle / salvage 75% non-hazardous construction and demolition debris (2) (3-ID) Recycle / salvage 95% non-hazardous construction and demolition debris
  • 35. MATERIALS&RESOURCES MR CREDIT 2.1 & 2.2 CONSTRUCTION WASTE MANAGEMENT STRATEGIES Brick, stone, and concrete masonry waste used for aggregates and fill for road base, construction fill, and other products Redirect reusable materials to appropriate sites Donate materials
  • 36. MATERIALS&RESOURCES MR CREDIT 2.1 & 2.2 CONSTRUCTION WASTE MANAGEMENT
  • 37. MATERIALS&RESOURCES MR CREDIT 2.1 & 2.2 CONSTRUCTION WASTE MANAGEMENT
  • 38. MATERIALS&RESOURCES Example: Recycle or donate demolished brick MR CREDIT 2.1 & 2.2 CONSTRUCTION WASTE MANAGEMENT
  • 39. MATERIALS&RESOURCES MR CREDIT 2.1 & 2.2 CONSTRUCTION WASTE MANAGEMENT
  • 40. MATERIALS&RESOURCES MR CREDIT 3.1 & 3.2 MATERIAL REUSE
  • 41. MATERIALS&RESOURCES MR CREDIT 3.1 & 3.2 MATERIAL REUSE INTENT Reuse building materials and products Reduce demand for virgin materials POSSIBLE LEED POINTS Use 5% salvaged, refurbished, or reused materials (1) (2) (3-ID) Use 10% salvaged, refurbished, or reused materials Use 15% salvaged, refurbished, or reused materials
  • 42. MATERIALS&RESOURCES MR CREDIT 3.1 & 3.2 MATERIAL REUSE STRATEGIES Save and use leftover material for use on other projects Granite waste is cut to 4”x4” pieces for pavers Salvaged brick Salvaged brick on house
  • 43. REUSED MATERIALS Example: Aldo Leopold Legacy Center, Madison, WI MATERIALS&RESOURCES Aldo Leopold Legacy Center, Baraboo, WI, completed 2007 Kubala Watshatko Architects; Construction by The Boldt Company and Monona Masonry Project used reclaimed stone from a 1930’s Madison airport terminal recently demolished.
  • 44. REUSED MATERIALS MATERIALS&RESOURCES ALDO LEOPOLD LEGACY CENTER Reclaimed stone Aldo Leopold Legacy Center, Baraboo, WI, completed 2007 Kubala Watshatko Architects; Construction by The Boldt Company and Monona Masonry
  • 45. REUSED MATERIALS MATERIALS&RESOURCES ALDO LEOPOLD LEGACY CENTER Stone chips were saved and used around the site for erosion control
  • 46. MATERIALS&RESOURCES MR CREDIT 4.1 & 4.2 RECYCLED CONTENT
  • 47. MATERIALS&RESOURCES MR CREDIT 4.1 & 4.2 RECYCLED CONTENT INTENT Increase demand for building products that incorporate recycled content materials POSSIBLE LEED POINTS Use 10% recycled content (post-consumer + ½ pre-consumer)(1) (2) (3-ID) Use 20% recycled content (post-consumer + ½ pre-consumer) Use 30% recycled content (post-consumer + ½ pre-consumer) Post-consumer: material generated by households or commerce that has been used, e.g. plastic, paper, glass, metal Pre-consumer: material diverted from waste stream during manufacturing process; may not be used in same process, e.g. fly ash, sawdust
  • 48. • Clay Brick – Recycled and industrial waste aggregates can be mixed with clay & shale: • Fly ash, incinerator ash, bottom ash (10-12% by wt) • Waste glass, ceramic waste • Sawdust • Manganese • Contaminated soil Midland Brick MATERIALS&RESOURCES MR CREDIT 4.1 & 4.2 RECYCLED CONTENT CLAY MASONRY EXAMPLES
  • 49. – Post-Industrial / Pre-Consumer: fly ash, silica fume, slag cement can be used to replace cement – CMU Post-Consumer: glass, recycled concrete masonry, recycled aggregates – Give consideration to ensure quality of CMU – Lightweight aggregates are produced using waste oil – SealTech Block –uses 10% recycled plastic material MATERIALS&RESOURCES CONCRETE MASONRY EXAMPLES MR CREDIT 4.1 & 4.2 RECYCLED CONTENT
  • 50. MATERIALS&RESOURCES MR CREDIT 4.1 & 4.2 RECYCLED CONTENT
  • 51.  Post-consumer glass  Post-industrial marble & granite  Post-consumer metals  Grout may use recycled content  Low VOC sealants MATERIALS&RESOURCES MR CREDIT 4.1 & 4.2 RECYCLED CONTENT TILE/MARBLE/TERRAZZO EXAMPLES
  • 52.  Post-consumer glass  Post-industrial marble & granite  Post-consumer plastic chips  Aluminum divider strips may use recycled content riVitro Corp MATERIALS&RESOURCES TILE/MARBLE/TERRAZZO EXAMPLES MR CREDIT 4.1 & 4.2 RECYCLED CONTENT
  • 53. MATERIALS&RESOURCES Fiberglass insulation contains 26% post-industrial and 9% post- consumer recycled content (35% total recycled content). Foam extruded polystyrene (XPS) insulation products contain 15% post- industrial recycled content. MR CREDIT 4.1 & 4.2 RECYCLED CONTENT INSULATION EXAMPLES source: Owens Corning, owenscorningcommercial.com
  • 54. MASONRY ACCESSORIES DETAIL 14.101 REV. 07/07/08 © 2008 INTERNATIONAL MASONRY INSTITUTE MASONRYACCESSORIES DETAILING MASONRY SERIES www.imiweb.org800-IMI-0988 International Masonry Institute CAVITY INSERT/ MORTAR COLLECTION DEVICE DEBONDED SHEAR ANCHOR LADDER-TYPE HORIZONTAL JOINT REINFORCEMENT W/ WALL TIES TRUSS-TYPE HORIZONTAL JOINT REINFORCEMENT SPLIT-TAIL ANCHOR WALL TIE VENEER ANCHOR WEEP SCREED NO SCALE HORSESHOE SHIMS WEEP VENTS REBAR POSITIONER FLASHING END DAM DRIP EDGE SASH CORD CORRUGATED WALL TIE
  • 55. D213 WALL TIE, LONG PINTLE MASONRY ACCESSORIES DETAIL 14.102 REV. 08/18/08 © 2008 INTERNATIONAL MASONRY INSTITUTE MASONRYACCESSORIES DETAILING MASONRY SERIES www.imiweb.org800-IMI-0988 International Masonry Institute SINGLE BRICK TIE, EYE & PINTLE SMALL TRIANGLE TIE W/ DOVETAIL TAB NO SCALE CORRUGATED WALL TIE WEEP VENT D213 WALL TIE, SHORT PINTLE LARGE TRIANGLE TIE W/ DOVETAIL TAB FERO TIE – BLOCK SHEAR CONNECTOR COLUMN ROD WELDED MOUNTING WEEP VENT
  • 56. The Caravel 635 N. Dearborn Chicago, Illinois Park Alexandria 125 S. Jefferson Chicago, Illinois The Lancaster 201 N. Westshore Chicago, Illinois The Regatta 420 Waterside Chicago, IL The Chandler 420 Waterside Chicago, IL CHICAGO HIGHRISES USING AAC
  • 57. State Place Condominiums Roosevelt & State, Chicago, IL CHICAGO HIGHRISES USING AAC
  • 58. MATERIALS&RESOURCES Example: Project uses brick made with fly ash aggregate MR CREDIT 4.1 & 4.2 RECYCLED CONTENT “Recycled Material: 40% fly ash by weight… pre- consumer”
  • 59. MATERIALS&RESOURCES Example: Project uses brick made with fly ash aggregate MR CREDIT 4.1 & 4.2 RECYCLED CONTENT Brick cost $25,000 Value of bricks’ recycled content = 40% x $25,000 = $10,000 pre-consumer Value of materials = 45% x $1,000,000 = $450,000 Project Cost (total construction cost of CSI Divisions 2-10): $1,000,000 1/2 credit for pre-consumer = $5,000 5,000 + X + Y + Z 450,000 = 0.10 brick’s contribution other materials’ contribution Total material cost (CSI Div. 2-10) 10% req’d for one point 20% req’d for two points
  • 60.
  • 61. MATERIALS&RESOURCES MR CREDIT 5.1 & 5.2 REGIONAL MATERIALS INTENT Increase demand for regional building materials and products POSSIBLE LEED POINTS To qualify, materials must be extracted and manufactured within 500 miles of site Use 10% regional materials(1) (3-ID) Use 20% regional materials(2) Use 40% regional materials
  • 62. MATERIALS&RESOURCES MR CREDIT 5.1 & 5.2 REGIONAL MATERIALS 500-mile radius from Springfield
  • 63. MATERIALS&RESOURCES MR CREDIT 5.1 & 5.2 REGIONAL MATERIALS Clay and shale come from open pit mines. Brick is manufactured in 38 states Processing plants are usually within 2 miles of the mine.
  • 64. MATERIALS&RESOURCES MR CREDIT 5.1 & 5.2 REGIONAL MATERIALS Brick is manufactured in 38 states All 50 states have multiple concrete masonry manufacturing plants Cast stone and tile plants are within 500 miles of every major metropolitan area
  • 65. MATERIALS&RESOURCES Total Cost of Regional Mat’ls ($) Total Materials Cost ($) =Regional Percent Materials MR CREDIT 5.1 & 5.2 REGIONAL MATERIALS Actual Value Method: Tally of actual materials cost (CSI Div 2-10) - Default Value Method: 45% of total construction cost (CSI Div 2-10) -
  • 67. SUSTAINABLE SITES Potential contribution of masonry 1 point 5 points 1 point 1 point 1 point 1 point 26 24 28 10 points LEED v. 3
  • 68. SS CREDIT 2 DEVELOPMENT DENSITY & COMMUNITY CONNECTIVITY
  • 69. SUSTAINABLESITES SS CREDIT 2 DEVELOPMENT DENSITY & COMMUNITY CONNECTIVITY Channel development to urban areas with existing infrastructure NOT HERE Protect greenfields Preserve habitats and natural resources POSSIBLE LEED POINTS Build on previously-developed site and in high-density comm- unity (60,000 s.f./acre) …or (1) INTENT Build on previously-developed site and within ½ mile of 10 basic services BUILD HERE
  • 70. SUSTAINABLESITES SS CREDIT 2 DEVELOPMENT DENSITY & COMMUNITY CONNECTIVITY The development density requirement of 60,000 sf/per acre is based on a typical 2-story downtown development
  • 71. SUSTAINABLESITES SS CREDIT 2 DEVELOPMENT DENSITY & COMMUNITY CONNECTIVITY Masonry lends itself well to designs that can take advantage of small, irregularly-shaped lots and infill sites.
  • 72. SUSTAINABLESITES SS CREDIT 2 Utilizing noncombustible masonry on the exterior means that buildings can be closer together. DEVELOPMENT DENSITY & COMMUNITY CONNECTIVITY
  • 73. SUSTAINABLESITES SS CREDIT 2 DEVELOPMENT DENSITY & COMMUNITY CONNECTIVITY Masonry units can be used for fire-rated interior walls and firewall separations, offering 1 to 4 hours of fire resistance Caravel Condominiums, downtown Chicago
  • 74. SUSTAINABLESITES SS CREDIT 2 DEVELOPMENT DENSITY & COMMUNITY CONNECTIVITY Masonry easily adapts! Challenging urban site?
  • 75. SUSTAINABLESITES SS CREDIT 2 DEVELOPMENT DENSITY & COMMUNITY CONNECTIVITY Small modular masonry units do no require large equipment for delivery and staging
  • 76. SUSTAINABLESITES SS CREDIT 5.2 SITE DEVELOPMENT: MAXIMIZE OPEN SPACE Provide a high ratio of open space to development footprint POSSIBLE LEED POINTS Reduce footprint and/or provide open space exceeding zoning req’ts by at least 25% (1) INTENT For projects in urban areas achieving SS2, pedestrian- oriented hardscape areas can contribute to credit compliance, provided 25% of open space is vegetated.
  • 77. SUSTAINABLESITES SS CREDIT 5.2 SITE DEVELOPMENT: MAXIMIZE OPEN SPACE Provide a high ratio of open space to development footprint STRATEGIES Use masonry site walls and retaining walls Use loadbearing masonry to stack building program Use concrete masonry below grade for parking
  • 78. SUSTAINABLESITES SS CREDIT 7.1 & 7.2 HEAT ISLAND EFFECTS, NON-ROOF & ROOF Reduce heat islands, (thermal gradient differences between developed and undeveloped areas) INTENT POSSIBLE LEED POINTS Provide the following for 50% of site hardscape (roads, sidewalks, courtyards, and parking lots): - Shade; or - High-albedo paving (SRI 29 min) - Open-grid paving (1) or… 50% of parking spaces under cover (2) High albedo roofing materials
  • 79. SUSTAINABLESITES SS CREDIT 7.1 & 7.2 HEAT ISLAND EFFECTS, NON-ROOF & ROOF Temperatures increasing over two decades Atlanta heat island effect
  • 80. SUSTAINABLESITES SS CREDIT 7.1 & 7.2 HEAT ISLAND EFFECTS, NON-ROOF & ROOF
  • 81. SUSTAINABLESITES SS CREDIT 7.1 & 7.2 HEAT ISLAND EFFECTS, NON-ROOF & ROOF Use light-colored masonry materials - clay pavers - concrete pavers - stamped concrete - stone STRATEGIES Use masonry for below-grade parking for its durability, structural, and fire-resistive properties Paving materials w/ SRI 29 min. Open grid pavement
  • 83. ENERGY & ATMOSPHERE LEED v. 3 Potential contribution of masonry 19 points 35 points 33 points 37 points 19 points
  • 84. ENERGY&ATMOSPHERE EA PREREQUISITE 2 MINIMUM ENERGY PERFORMANCE Demonstrate 10% improvement in the proposed building performance rating compared w/ baseline building performance rating. REQUIREMENTS  Option 1 – Whole Building Energy Simulation Calculate baseline building performance rating according to the building performance rating method in Appendix G of ASHRAE 90.1- 2007, using a computer simulation model for the whole building project. Baseline building performance is the annual energy cost for a building design intended for use as a baseline for rating above standard design.  Option 2 – Prescriptive Compliance Path: ASHRAE Advanced Energy Design Guide  Option 3 – Prescriptive Compliance Path: Advanced Buildings Core Performance Guide
  • 85. ENERGY&ATMOSPHERE EA PREREQUISITE 2 MINIMUM ENERGY PERFORMANCE This Standard establishes minimum requirements for the energy efficient design of buildings (not low-rise residential). ANSI/ASHRAE/IESNA Standard 90.1-2007
  • 86. ENERGY&ATMOSPHERE EA PREREQUISITE 2 MINIMUM ENERGY PERFORMANCE  Prescriptive building envelope requirements are determined based on the building’s climate zone classification. All building envelope components must meet the minimum insulation and maximum U-factor and solar heat gain coeffecients Options 2 and 3: Prescriptive Compliance Paths  Each country in the U.S. is assigned to 1 of 8 climate zones  Window area must be less than 40% of gross wall area
  • 87. ENERGY&ATMOSPHERE EA CREDIT 1: 1-19 POINTS OPTIMIZE ENERGY PERFORMANCE Energy performance above baseline, per ASHRAE 90.1-2007 POSSIBLE LEED POINTSINTENT Reduce environmental and economic impacts of excessive energy use Use masonry cavity wall for thermal resistance and thermal mass properties STRATEGY MASONRY LEED Reference Guide for Green Building Design and Construction, 2009 Edition
  • 88. ENERGY&ATMOSPHERE EA CREDIT 1 OPTIMIZE ENERGY PERFORMANCE The simulation program shall be a computer-based program for the analysis of energy consumption in buildings ( a program such as, but not limited to, EnergyPlus, Ecotect DOE-2). G2.2 Simulation Program G2. SIMULATION GENERAL REQUIREMENTS G2.2.1 The simulation program shall be approved by the rating authority and shall, at a minimum, have the ability to explicitly model all of the following: a. 8,760 hours per year b. hourly variations in occupancy… c. thermal mass effects d. ten or more thermal zones… ANSI/ASHRAE/IESNA Standard 90.1-2007, Informative Appendix G – Performance Rating Method
  • 89. ENERGY&ATMOSPHERE EA CREDIT 1 LEED Reference Guide for Green Building Design and Construction, 2009 Edition OPTIMIZE ENERGY PERFORMANCE
  • 90. Material Kind R-Value Masonry Brick, 4 inch face 0.44 Common 4 inch 0.80 Limestone/sandstone, 1 inch .08 Stucco 1 inch 0.20 Concrete Block, 8 inch 1.93 Concrete Block, 8 inch, grouted 1.04 Insulation Expanded polystyrene 1 inch 3.85 Expanded polyurethane 1 inch 6.64 Extruded Polystyrene 1 inch 4.92 (Styrofoam blue board) ENERGY&ATMOSPHERE R-VALUES, MASONRY & INSULATION
  • 91. Thermal values for concrete masonry walls are correlated to density, since the thermal conductivity of concrete increases with increasing concrete density R-VALUES
  • 92. ENERGY&ATMOSPHERE of building components are used to estimate a building’s energy consumption under steady-state conditions. In order to estimate a building’s actual energy consumption, other factors must be considered: Building design Thermal mass Climate R-VALUES Types of heat transfer
  • 93. R-Value is an estimate of the overall steady-state resistance to heat transfer. STEADY STATE R-VALUES vs. THERMAL MASS It is determined in the laboratory by applying a constant temperature difference across a wall section, then measuring the steady state heat flow through the wall under this condition. HEAT heat HEATheat Thermal mass, or the heat storage ability of the wall, is not considered in the R-Value.
  • 94. STEADY STATE R-VALUES vs. THERMAL MASS HEAT heat HEATheat Thermal storage is the temporary storage of high or low temperature energy for later use. It allows a time gap between energy use and availability. Using thermal storage, heating or cooling energy is stored so that it is available for space conditioning during peak demand periods. Buildings constructed with masonry can require 18%-70% less insulation than similar frame buildings, while still providing an equivalent level of energy efficient performance.
  • 95. Exterior mass, core insulation, interior mass Exterior insul., core mass, interior insulation Exterior insul., interior mass Exterior mass, interior insulation MASSWALLS “Masonry or concrete walls having a mass greater than or equal to 30 lb/ft2 are defined by IECC and ASHRAE 90.1 as massive walls.”
  • 96. ENERGY&ATMOSPHERE THERMAL MASS BENEFITS 3AM 6AM 9AM 12PM 3PM 6PM 9PM 12AM HEAT LOSSES HEAT GAINS 2-HR LAG 6-HR LAG DAMPING Source: National Concrete Masonry Association
  • 97. High-mass achieves better energy performance. Masonry walls are permitted to have lower R Values (insulation) than frame wall systems to achieve same level of energy efficiency. Dynamic Benefit of Massive Walls Systems
  • 98. DBMS = Less Insulation Note Reductions in R-Value for Massive Wall Systems
  • 101. © 2009 INTERNATIONAL MASONRY INSTITUTE AIR SPACE 2” recommended 4½” max. between brick and backup 1” min. for veneers per ACI 530 Code MOISTURE RESISTANCE
  • 102. INSULATION TYPES ENERGY&ATMOSPHERE Fiberglass Loose fill Expanded Polystyrene (EPS) Extruded Polystyrene (XPS) Polyisocyanurate
  • 104. SPRAY POLYURETHANE FOAM ENERGY&ATMOSPHERE • Two-component system • Mixed together expands up to 30+ times in volume to form solid product • General features of spray polyurethane foam: – Lightweight • 1.5 lbs per square foot – Closed-cell rigid plastic – Superior insulation properties
  • 105. INJECTED FOAM INSULATION DETAIL 19.101A REV. 12/13/08 © 2008 INTERNATIONAL MASONRY INSTITUTE SUSTAINABLEMASONRY DETAILING MASONRY SERIES www.imiweb.org800-IMI-0988 International Masonry Institute CONCRETE MASONRY GROUT & REINF. AS REQ’D INJECTION PORTS DRILLED IN BED JOINTS @ 8” O.C. EXCEPT @ GROUTED CELLS CONCRETE MASONRY GROUT & REINF. AS REQ’D GROUT & REINF. AS REQ’D CONCRETE MASONRY GROUT & REINF. AS REQ’D CONCRETE MASONRY CONT. INJECTED FOAM INSULATION GROUT & REINF. AS REQ’D CONCRETE MASONRY CONT. INJECTED FOAM INSULATION GROUT & REINF. AS REQ’D CONCRETE MASONRY CONT. INJECTED FOAM INSULATION PATCH INJECTION PORTS W/ MORTAR TO MATCH EXISTING
  • 106. INSULATION AT INTERIOR DETAIL 08.301 REV. 02/09/09 DETAILING MASONRY SERIES www.imiweb.org800-IMI-0988 International Masonry Institute © 2009 INTERNATIONAL MASONRY INSTITUTE WALLTYPES
  • 107. INSULATION IN CAVITY DETAIL 08.302 REV. 02/09/09 DETAILING MASONRY SERIES www.imiweb.org800-IMI-0988 International Masonry Institute © 2009 INTERNATIONAL MASONRY INSTITUTE WALLTYPES
  • 108. INSULATION INSERTS IN BLOCK DETAIL 08.303 REV. 02/09/09 DETAILING MASONRY SERIES www.imiweb.org800-IMI-0988 International Masonry Institute © 2009 INTERNATIONAL MASONRY INSTITUTE WALLTYPES
  • 109. FOAMED-IN-PLACE INSULATION DETAIL 08.304 REV. 02/09/09 DETAILING MASONRY SERIES www.imiweb.org800-IMI-0988 International Masonry Institute © 2009 INTERNATIONAL MASONRY INSTITUTE WALLTYPES
  • 110. LOOSE FILL INSULATION DETAIL 08.305 REV. 02/09/09 DETAILING MASONRY SERIES www.imiweb.org800-IMI-0988 International Masonry Institute © 2009 INTERNATIONAL MASONRY INSTITUTE WALLTYPES
  • 111. EXTERIOR INSULATION DETAIL 08.306 REV. 02/09/09 DETAILING MASONRY SERIES www.imiweb.org800-IMI-0988 International Masonry Institute © 2009 INTERNATIONAL MASONRY INSTITUTE WALLTYPES
  • 112. INSULATION AT MULTIPLE LOCATIONS DETAIL 08.307 REV. 02/09/09 DETAILING MASONRY SERIES www.imiweb.org800-IMI-0988 International Masonry Institute © 2009 INTERNATIONAL MASONRY INSTITUTE WALLTYPES
  • 113. 114
  • 114. R-Values of Multi-Wythe Concrete Masonry Walls R-Values for Single Wythe Concrete Masonry Walls Energy Code Compliance Using COMCHK-EZ 6-1A 6-4A 6-2A 6-11 Insulating Concrete Masonry Walls- construction oriented discussion of various insulation methods SUMMARY OF NCMA ENERGY TEKS
  • 115.
  • 116. WALL TYPE 08.101 2” RIGID EXTRUDED POLYSTYRENE INSULATION DETAIL 08.101 REV. 02/09/09 WALLTYPES DETAILING MASONRY SERIES www.imiweb.org800-IMI-0988 International Masonry Institute © 2009 INTERNATIONAL MASONRY INSTITUTE N.T.S. BRICK VENEER AIR/WATER/VAPOR BARRIER AS REQ’D HORIZONTAL JOINT REINFORCEMENT W/ INTEGRAL WALL TIES CMU BACKUP 2” EXTRUDED POLYSTYRENE INSULATION 16” 3 5/8” 2¾” 2” 7 5/8” 2¾” AIR SPACE
  • 117. WALL TYPE 08.102 2” RIGID XPS INSULATION W/ INSERTS DETAIL 08.102 REV. 02/09/09 WALLTYPES DETAILING MASONRY SERIES www.imiweb.org800-IMI-0988 International Masonry Institute © 2009 INTERNATIONAL MASONRY INSTITUTE N.T.S. BRICK VENEER AIR/WATER/VAPOR BARRIER AS REQ’D HORIZONTAL JOINT REINFORCEMENT W/ INTEGRAL WALL TIES CMU BACKUP 2” EXTRUDED POLYSTYRENE INSULATION 16” 3 5/8” 2¾” 2” 7 5/8” EXPANDED POLYSTYRENE INSULATION INSERTS 2¾” AIR SPACE R-19 BENCHMARK
  • 118. WALL TYPE 08.103 3” RIGID XPS INSULATION W/ INSERTS DETAIL 08.103 REV. 02/09/09 WALLTYPES DETAILING MASONRY SERIES www.imiweb.org800-IMI-0988 International Masonry Institute © 2009 INTERNATIONAL MASONRY INSTITUTE N.T.S. BRICK VENEER HORIZONTAL JOINT REINFORCEMENT W/ INTEGRAL WALL TIES 16” 3 5/8” 1¾” 3” 7 5/8” AIR/WATER/VAPOR BARRIER AS REQ’D CMU BACKUP 3” EXTRUDED POLYSTYRENE INSULATION 1¾” AIR SPACE R-19 BENCHMARK
  • 119. WALL TYPE 08.104 3” RIGID XPS INSULATION DETAIL 08.104 REV. 02/09/09 WALLTYPES DETAILING MASONRY SERIES www.imiweb.org800-IMI-0988 International Masonry Institute © 2009 INTERNATIONAL MASONRY INSTITUTE N.T.S. BRICK VENEER AIR/WATER/VAPOR BARRIER AS REQ’D HORIZONTAL JOINT REINFORCEMENT W/ INTEGRAL WALL TIES CMU BACKUP 3” EXTRUDED POLYSTYRENE INSULATION 16” 3 5/8” 1¾” 3” 7 5/8” EXPANDED POLYSTYRENE INSULATION INSERTS 1¾” AIR SPACE 17% INCREASE FROM R-19 BENCHMARK
  • 120. WALL TYPE 08.105 3” POLYISOCYANURATE INSULATION DETAIL 08.105 REV. 02/09/09 WALLTYPES DETAILING MASONRY SERIES www.imiweb.org800-IMI-0988 International Masonry Institute © 2009 INTERNATIONAL MASONRY INSTITUTE N.T.S. BRICK VENEER AIR/WATER/VAPOR BARRIER AS REQ’D HORIZONTAL JOINT REINFORCEMENT W/ INTEGRAL WALL TIES CMU BACKUP 3” POLYISO. INSULATION 16” 3 5/8” 1¾” 3” 7 5/8” 1¾” AIR SPACE 28% INCREASE FROM R-19 BENCHMARK
  • 121. WALL TYPE 08.106 3” POLYISOCYANURATE INSULATION W/ INSERTS DETAIL 08.106 REV. 02/09/09 WALLTYPES DETAILING MASONRY SERIES www.imiweb.org800-IMI-0988 International Masonry Institute © 2009 INTERNATIONAL MASONRY INSTITUTE N.T.S. BRICK VENEER AIR/WATER/VAPOR BARRIER AS REQ’D HORIZONTAL JOINT REINFORCEMENT W/ INTEGRAL WALL TIES CMU BACKUP 3” POLYISO. INSULATION 16” 3 5/8” 1¾” 3” 7 5/8” EXPANDED POLYSTYRENE INSULATION INSERTS 1¾” AIR SPACE 46% INCREASE FROM R-19 BENCHMARK
  • 123. LEED 2009 5 points, NC 6 points, SCHOOLS 4 points, CS Potential contribution of masonry 1 point 1 point 1 point 1 point 1 point 1 point 1 point 15 23 12 INDOOR ENVIRONMENTAL QUALITY
  • 124. EQ CREDIT 3.1 CONSTRUCTION IAQ MANAGEMENT PLAN INDOORENVIRONMENTALQUALITY INTENT Reduce air quality problems resulting from the construction / renovation process POSSIBLE LEED POINTS (1) Masonry materials not organic and therefore not a food source for mold Masonry materials are easily protected from moisture during construction Meet minimum requirements of ASHRAE 62.1, Ventilation for Acceptable Indoor Air Quality DURING CONSTRUCTION
  • 125. EQ CREDIT 4.1 LOW-EMITTING MATERIALS, ADHESIVES & SEALANTS INDOORENVIRONMENTALQUALITY INTENT Reduce quantity of indoor air contaminants that are odorous, irritating, and/or harmful to the comfort and well-being of installers and occupants POSSIBLE LEED POINTS (1) All adhesives and sealants comply with reference standards
  • 126. EQ CREDIT 4.1 LOW-EMITTING MATERIALS, ADHESIVES & SEALANTS INDOORENVIRONMENTALQUALITY Anchored masonry veneer does not require adhesives Masonry requires less sealant than many other wall systems Use low-VOC sealants for expansion and control joints
  • 127. • Most masonry materials do not require paints or coatings. • Paints and coatings for CMU comply with VOC requirements. • Ground Face and Split- Face CMU do not require paint. • Tile does not require coatings or sealers. EQ CREDIT 4.2 LOW-EMITTING MATERIALS, PAINTS & COATINGS INDOORENVIRONMENTALQUALITY POSSIBLE LEED POINTS (1) All paints and coatings comply with reference standards INTENT Reduce quantity of indoor air contaminants that are odorous, irritating, and/or harmful to the comfort and well-being of installers and occupants
  • 128. • Insulated masonry wall systems provide superior Thermal Resistant (R) values for consistent temperatures. • Masonry thermal mass quality moderates temperatures. EQ CREDIT 7.1 THERMAL COMORT: DESIGN INDOORENVIRONMENTALQUALITY INTENT Provide a comfortable thermal environment that supports the productivity and well-being of building occupants MASONRY POSSIBLE LEED POINTS (1) Design HVAC and building envelope to meet ASHRAE 56 Thermal Comfort Conditions
  • 129. EQ CREDIT 7.1 THERMAL COMORT: DESIGN INDOORENVIRONMENTALQUALITY Masonry walls can assist in regulating temperature and controlling mold and moisture penetration
  • 130. EQ CREDIT 9 ENHANCED ACOUSTICAL PERFORMANCE INDOORENVIRONMENTALQUALITY INTENT Provide classrooms that facilitate better teacher and student communications through effective acoustical design POSSIBLE LEED POINTS (1) Comply with requirements for sound transmission and background noise
  • 131. EQ CREDIT 9 ENHANCED ACOUSTICAL PERFORMANCE INDOORENVIRONMENTALQUALITY REQUIREMENTS Design building shell and classroom partitions to meet STC requirements of ANSI Standard S12.60-2002 and Reduce background noise level in classrooms to 40 dBA or less from HVAC systems.
  • 132. EQ CREDIT 9 ENHANCED ACOUSTICAL PERFORMANCE INDOORENVIRONMENTALQUALITY STC Requirements for Classroom Assemblies
  • 133. EQ CREDIT 9 ENHANCED ACOUSTICAL PERFORMANCE INDOORENVIRONMENTALQUALITY ACOUSTIC CONCRETE MASONRY Acoustic CMUs can provide sound control for a better indoor learning and working environment Much like a car muffler, the closed-end cavities resonate sound waves and convert them harmlessly to heat
  • 135. Regional Priority Credits (RPCs) incentivize the achievement of credits that address geographically specific environmental priorities. LEED 2009 REGIONAL PRIORITY CREDITS Each specific area – referenced by ZIP code – has six RPCs per rating system. A project may earn up to four bonus points as a result of earning RPCs, with one bonus point earned per RPC. RPCs are not new LEED credits, but are existing credits that USGBC chapters and regional councils have designated as being particularly important for their areas. The incentive to achieve the credits is in the form of a bonus point. If an RPC is earned, then a bonus point is awarded to the project’s total points.
  • 136. LEED 2009 REGIONAL PRIORITY CREDITS
  • 137. LEED 2009 REGIONAL PRIORITY CREDITS
  • 138. SSc4 SSc6 WEc3 MRc6 IEQc1.3 IEQc1.4 For ZIP Code 60137, LEED EB-O&M, priorities are: LEED 2009 REGIONAL PRIORITY CREDITS
  • 141. ENERGY & ATMOSPHERE LEED 2009
  • 142. MATERIALS & RESOURCES LEED 2009
  • 145. INNOVATION & DESIGN LEED 2009 Potential contribution of masonry 5 points 6 points 5 points 6 points 5 points NC 4 points SCH 5 points CS
  • 146. Cured concrete reabsorbs CO2 from the atmosphere Over several years, 100 lbs of portland cement will absorb 20 lbs of CO2, or 0.6 lbs of CO2 per concrete masonry unit If the concrete masonry units are painted or sealed, the absorption will be reduced Absorption is higher for concrete masonry than for cast-in-place due to concrete masonry’s higher porosity source: AIA Environmental Resource Guide, 1996-1998, Concrete Masonry 04220, pp. 16-17 INNOVATION IN DESIGN INDOOR ENVIRONMENTAL QUALITY INNOVATION&DESIGN
  • 147. INNOVATION IN DESIGN Improve sound quality by using acoustically efficient masonry materials ACOUSTIC PERFORMANCE INNOVATION&DESIGN
  • 148. Example: Project uses masonry with mortar containing masons’ sand, an abundant material INNOVATION IN DESIGN INNOVATION&DESIGN ABUNDANT MATERIALS
  • 149. Ongoing geological processes generate new deposits of sand in the hundreds of millions of tons each year. source: North American Insulation Manufacturers Association, naima.org Much more raw sand is generated annually than is used by man. INNOVATION IN DESIGN INNOVATION&DESIGN ABUNDANT MATERIALS
  • 150. By proportion, Type N Mortar is approximately NOT LESS THAN 2¼ AND NOT MORE THAN 3 TIMES THE SUM OF SEPARATE VOLUMES OF LIME, IF USED, AND CEMENT ¼ OVER ¼ TO ½ OVER ½ TO 1¼ OVER 1¼ TO 2½ -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 1 1 1 1 M S N O CEMENT- LIME NSMNSM AGGREGATE RATIO (MEASURED IN DAMP, LOOSE CONDITIONS) HYDRATED LIME OR LIME PUTTY MASONRY CEMENT MORTAR CEMENT PORTLAND CEMENT OR BLENDED CEMENT TYPEMORTAR PROPORTIONS BY VOLUME source: ASTM C 270 1:1:6 Portland Cement : Lime : Sand ABUNDANT MATERIALS INNOVATION IN DESIGN INNOVATION&DESIGN
  • 151. Structural masonry uses the inherent strength of masonry to minimize or eliminate the requirements of a separate structural frame INNOVATION IN DESIGN STRUCTURAL MASONRY INNOVATION&DESIGN Expidite design time and construction schedule, save on cost
  • 152. STRUCTURALMASONRY TYPE I HYBRID EXAMPLE FIG. 20.514 c) TYPE I HYBRID ∆= 0.02” (0.5 mm) a) RIGID FRAME 10 KIPS W12x35 ∆ W12x40 ∆= 4” (100 mm) W12x40 W8x24 W8x15 W8x15 10 KIPS b) BRACED FRAME ∆= 0.04” (1 mm) W8x15 W8x15 W8x24 10 KIPS
  • 153. HEAD DETAIL DETAIL 01.304 REV. 09/27/07 © 2007 INTERNATIONAL MASONRY INSTITUTE BRICK&BLOCKCAVITYWALL DETAILING MASONRY SERIES www.imiweb.org800-IMI-0988 International Masonry Institute PLATE WELDED TO I-BEAM DETAIL FEATURES • PLATE WELDED TO I-BEAM • CUT BLOCK AROUND BEAM
  • 154. STRUCTURAL MASONRY Precast masory lintel fabricated on the ground Hoisted by lift PRECAST LINTELS © 2009 INTERNATIONAL MASONRY INSTITUTE
  • 155. © 2009 INTERNATIONAL MASONRY INSTITUTE STRUCTURAL MASONRY Precast lintel set into place 10-foot span PRECAST LINTELS
  • 156.  Time savings 4-6 weeks by hand vs 3-4 days w/ software  Perforated shear walls!  Layout changes easy to accommodate  Models can easily be saved, modified and reused for future projects  Whole building results not just components  Entire building does not have to be designed for localized worse case  Integrates with other material design, software, BIM, etc.