johns hopkins hospital nelson-harvey building … · 2016. 12. 16. · thermal performance and....
TRANSCRIPT
Over-cladding forThermal Performance andBuilding Resiliency
JHH Nelson Harvey Building 1979
presenters:Daniel McKelvey AIA, LEED AP, NIBS David Copley AIA, LEED AP, CSI Allison Wilson, AIA, LEED AP BD+C
JOHNS HOPKINS HOSPITAL
NELSON-HARVEY BUILDING
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
Presentation Outline• The aging building inventory• Challenges in design• Proposed over-cladding strategy• Digital tools required for analysis & design• Details of the over-cladding assembly• Sustainability metrics and energy modeling• Demolition to construction
Presentation outline
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
West Façade of Nelson-Harvey Building in context with hospital campus
ZayedBuilding
Circa 2010CMSCBuilding
Circa 1960s
BillingsBuilding
Circa 1880s
Nelson HarveyBuilding
Circa 1970s
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
Site aerial of project site – The Johns Hopkins Hospital System, Balt imore, Maryland
Thermal Performnce of the Exterior Envelopes of Whole Buildings XIII International Conference
East façade of Nelson-Harvey Building as viewed from entry forecourt
OslerBuilding
Circa 1930s
NelsonHarvey
BuildingCirca 1970sPhipps
BuildingCirca 1910s
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
West façade of Nelson-Harvey Building as viewed from courtyard
NelsonHarvey
BuildingCirca 1970s
Roof of JeffersonBuilding
Circa 1950s
CMSCBuilding
Circa 1960s
HalsteadBuilding
Circa 1930s
CourtyardRoof of CAT scan
Terrace Restaurant
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
Key Issues for DesignTechnical Challenges:
• Increase thermal performance• Masonry as predominant cladding material• Provide an air & water barrier• Provide fire / smoke containment to enhance
building resilience• Limit cladding system weight (5% dead load
threshold for steel structural members, 10% building lateral)
• Aggressive design & construction schedule• Lower 2 levels fully occupied & accessible during
construction• Limit disturbance to hospital operations
Key issues for design
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
Typical Existing Wall• Masonry wall supported from steel lintels• Lack of masonry expansion joints• No insulation in cavity wall construction• Aging flashings • Parged cementitious coating on CMU as air
barrier• Thermally displaced masonry (no brick EJs)• Failing glazing system (non-insulating)• Exterior wall not code compliant for resisting
lateral imposed loads
Existing Condit ions
FireproofedSteel lintel
Composite slab
Composite slab
Steel structure
Ribbon windows
4” brick2” air space4” CMU w/parging
Ceiling & bulkhead
Steel structure
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
Code & Performance Implications• Provide horizontal & vertical fire and smoke
separation in new and existing cladding.• Relieve lateral loading on existing envelope• Transfer lateral and gravity loads to steel
frame only• Comply with current Baltimore City Building
Code and ASHRAE standards• Achieve Baltimore City Green Building
Systems 2 Green Star certification (LEED Silver equivalent)
Building code and performance implications
Lateral force
Fire &Smoke
Convective air movement and stack effect
Solar heatgain
Moisture
Thermaltransfer
Heat loss
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
Exterior Cladding SystemStrategy…• “Recycle in-place” the existing masonry and
and incorporate into new hybrid mass wall• Remove excess deadload from structure• Construct new structural frame for cladding -
outboard of existing wall face• Structural supports supporting precast needled
through existing wall to steel frame• Compartmentalize new and existing vertical &
horizontal cavities in exterior wallsNot viable:• Removing existing brick (and/ or) block and
reconstructing cavity wall
Employed envelope strategy
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
“Recycle in-place” concept diagram for new cladding
New ‘outboard’ structural frame system
New steel outriggerwelded to existingstructural frame
Connection points to the existing structural frame-at the column with steel outriggers.
Existing masonrycavity wall
Existing steel& concretefloor deck
New cladding systems are supported from the frame
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
View of exist ing elevation from Wolfe Street entry prior to demolit ion
ARTS + SCIENCES
Masonry Demolit ion shown in red Window and curtain wall demolit ion in blue
ARTS + SCIENCES
Patient Tower Wall Demolition• Remove failing fiber-fireproofing on steel• Remove all interior walls • Existing windows removed• Remove exterior masonry wall to just below
floor line at patient room areas• Selective demolition in masonry to expose
existing steel
Wall demolit ion at patient tower
Steel lintel
Composite slab
Composite slab
Steel structure
Ribbon windows
4” brick2” air space4” CMU w/parging
Ceiling & bulkhead
Steel structure
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
Materials PaletteWall systems• Precast panel - thin-brick mechanically bonded to thin-precast CFMF concrete panel.System thickness of 2-1/2” brick/concrete on 6” CFMF = 8 ½” overall thickness. • Aluminum curtain wall - thermally broken curtain wall with fluoropolymer coating,
insulating glazing, low-iron glass with ceramic frit and low-E coating• Metal panel system - aluminum panel with foamed-in-place poly-iso core on CFMF
Roof systems• PVC membrane – fully-adhered protected roofing membrane assembly (PRMA) over
insulation & protected with insulating concrete topped roof pavers• Green roof - extensive field system
Other systems • Sloped glazing systems (skylights)• Perforated aluminum panel on galvanized steel framing (screen wall)
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
Nelson Harvey Building east elevation prior to over-cladding
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
Aerial view from the east of proposed elevation - Wolfe Street Entry Forecourt
MeyerBuilding
Circa 1980s
PhippsBuilding
Circa 1910s
ZayedBuilding
Circa 2010s
East Elevation – new cladding
ARTS + SCIENCES
Thin-brick & thin-shell precast panelsGlazed aluminum curtain wall
Insulated Aluminum panels
Aluminum louvers
Extensive green roof
Entrance Canopy and vestibule
Existing aerial view from Broadway of Nelson Harvey
Proposed aerial view from Broadway of Nelson Harvey
Aerial view from the west of proposed elevations – Meyerhoff Courtyard
ZayedBuilding
Circa 2010s
CMSCBuilding
Circa 1960s
BillingsBuilding
Circa 1880s
Nelson HarveyCourtyard
Circa 1970s
Roof of JeffersonBuilding
Circa 1950s
MeyerBuilding
Circa 1980s
OslerBuilding
Circa 1930sHalstedBuilding
Circa 1930s
West Elevation – new cladding
ARTS + SCIENCES
Thin-brick & thin-shell precast panels
Perforated aluminum screen wall
Insulated aluminum panels
Glazed aluminum curtain wall
Brick & CMUcavity wall
Sloped glazing system
Extensive green roof
Existing Brick Displacement
Measurement of displacement necessary for detailing overcladding solutions…
• Survey collected data from 37 different locations over a 2 day period
• Construct accurate 3 dimensional model of surfaces for subsequent analysis
• Analysis and incorporation of data into Revit
Digital laser survey of existing building envelope
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
Analysis of data from digital laser survey
Incorporation of cloud measurement data into the BIM model. Illustrating the variances in wall plane
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
Thin-Precast Wall Section• Panels span floor to floor and column to
column• Vertical and lateral loads transferred to
structural frame • Fully insulated panel with insulation added
between panels after erection for continuity.• Firestopped horizontally at each floor and
vertically between cladding systems.• Compartmentalization limits stack effect• System depth of 8-1/2” and installed @ 1” clear
from face of existing wall.
Thin-precast wall section
Composite slab
Cementitiousfireproofing on all steel
Thin-precast panel section
New interior partitions and finishes
Steel structure
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
Exterior cladding – thin-precast
6” galvanized CFMFwith ½” dia. Nelson studs
HD galvanized reinforcing
2” high-strength precast concretewith fiber reinforcing
Thin-brick withdovetail slots formechanical bond
3.5” (R- 21) sprayed-onpolyurethane insulationon back of concrete
½” thermal break between concrete and CFMF
Thermal break
Nelsonstud
Precast concrete
Open cellbacker rod
Inner sealant
Drain strip
Exterior sealant
Sealant dam
WeepVisible Watermark
Thin-brick & thin-precast/CFMF panel system
Precast double sealed joint system
R Value = R-24.5Weight = 30 lbs./sq. f t .
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
27Exterior cladding – glazed aluminum curtain wall
Low iron glassLow-E coated #2 surface
Low iron glassLow-E coated #2 surface
Low iron glass60% ceramic frit #2 surfaceLow-E coated #2 surfaceOpacified coating #4 surface
Low iron glass20% ceramic frit #2 surfaceLow-E coated #2 surfaceOpacified coating #4 surface
Low iron glass20% ceramic frit #2 surfaceLow-E coated #2 surfaceOpacified coating #4 surface
SSG joint
SSG joint
Exter ior
Inter ior
1
2 3
4
Glazed surfaces inInsulat ing glass
¼” dot fritted glass
U Factor = 0.26
SHGC = .2626% of solar heat transmitted
VT = 0.6868% of visible light transmitted
Vision Glass metrics
Thermally-broken aluminumframing. Exterior glazed
Patient Tower Wall Demolition
Wall demolit ion at patient tower
Steel lintel
Composite slab
Composite slab
Steel structure
Ribbon windows
4” brick2” air space4” CMU w/parging
Ceiling & bulkhead
Steel structure
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
Curtain Wall Section
Glazed curtain wall section
Composite slab
Cementitiousfireproofing on all steel
Visionglazing
New interior partitions and finishes
Steel structure
Spandrelglazing
Spandrelglazing
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
Curtain Wall Section• Attachment to horizontal structural tube
spanning between columns at each floor limits thermal bridging
• Vertical and lateral loads transferred to structural frame
• Fully insulated spandrel condition including mullion covers for insulation continuity.
• Firestopped horizontally at each floor and vertically between cladding systems.
• Compartmentalization limits stack effect• System depth of 7-1/2” and installed @ 3” clear
from face of existing wall.• Floors extended to face of existing brick
Glazed curtain wall section
Composite slab
Cementitiousfireproofing on all steel
Visionglazing
New interior partitions and finishes
Steel structure
Spandrelglazing
Spandrelglazing
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
Exterior cladding – insulated metal panel
Insulated aluminum panel system
Aluminum panel system
R Value = R-14Weight = 4 lbs./sq. f t .
Aluminum rainscreen
Pressure equalized chamber
Drip edge
Capillary break
Interior seal
Interior baffle
Air and vapor barrier
Concealed fastener
2”of polyurethaneinsulation
GalvanizedCFMFGalvanizedplate
DoubleSealant strip
Insulated metalvertical joint
Insulated aluminum panel
Horizontal joint detail
Vertical joint detail
4” Galv. CFMF
MetalPanel
Face ofexistingmasonrywall
Fire stopping
SupportAngle atFloorline
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
213071 TRUCKS
Reduced demolition avoided
Tons of masonry hauled inReduced airborne dust and demolition noise for occupied buildings
Prefabrication reduced waste with offsite fabrication of thin-brick precast concrete
Sustainabil ity Metrics
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
Existing Cladding
Increase in the insulation value of the building walls
227%Material R-Value % of cladding Weighted Avg
Brick/CMU Cavity Wall 9.20 88 8.10
Brick/CMU Parapet 4.00 2 0.08
Metal Panels 14.34 10 1.43
100 9.61 AVG R-value
New Hybrid: Existing cladding with over-claddingMaterial R-Value % of cladding Weighted Avg
Thin Precast Panel 33.17 35 11.61
Thin Precast Panel Parapet 24.00 2 0.48
Type C1-Spandrel 29.15 6 1.75
Type C2-Spandrel 29.60 6.5 1.92
Type D-Spandrel 29.60 15 4.44
Metal Walls Panels 31.66 35.5 11.24
100 31.44 AVG R-value
Performance Metrics
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
Existing Roofing
Increase in the insulation value of the building roofs with the new roofing
258%Material R-Value % of cladding Weighted Avg
PVC w/ insulated pavers 11.17 100 11.17 R-value
New RoofingMaterial R-Value % of cladding Weighted Avg
PVC adhered insulated 43.04 60 25.80
Green Roof 35.54 40 14.22
100 40.00 AVG R-value
PVC membrane: PRMA with concrete topped insulating roof pavers: high emissivity system
Green roof: Extensive field system with sedum plantings.
Performance Metrics
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
Energy model projection of improvement over the baseline building pEUI
Square feet
14,281Wall Area (Including “glazed” wall) WWR
Square feet
82,808Vision glazing
17%
Performance Metrics & Energy Modeling
Vision Glazing Total
17%Improvement
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
New east curtain wall system
New thin-brick precast wall panel system 8” precast wall system/insulated at interior
Nelson Harvey Building Adjacent Building
Curtain wall and precast wall system
View of exist ing elevation from Wolfe Street entry
ARTS + SCIENCES
Materials Palette
CFMF integrally poured with concrete and foamed insulation applied to back of panel
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
Materials Palette
Cleaned and repointed panel ready for shipment
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
Materials Palette
Interior demolit ion
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
Materials Palette
Nelson Harvey Building with precast erection and selective demolit ion underway
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
Nelson Harvey Building precast installat ion on south façade of elevator core
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
Materials Palette
Nelson Harvey Building east elevation
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
Materials Palette
Close-up of curtain wall installat ion
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
Materials Palette
East elevation curtain wall glazing installat ion underway
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
Materials Palette
Nelson Harvey Building east elevation curtain wall glazing installat ion underway
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
Nelson Harvey Building east elevation curtain wall installat ion
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
Materials Palette
Nelson Harvey Building west elevation curtain wall installat ion viewed from courtyard
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
Nelson Harvey Building west elevation with green roof and courtyard
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
Nelson Harvey Building east elevation and forecourt
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
Nelson Harvey Building new east elevation
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
Nelson Harvey Building east main entrance canopy at drop-off
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
Nelson Harvey Building east main entrance elevation
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
Nelson Harvey Building daylighted lobby/wait ing area
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
Nelson Harvey Building daylighted reception/lobby area
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
Nelson Harvey Building patient room
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
Nelson Harvey Building patient room
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
THANK YOU!
Thermal Performance of the Exterior Envelopes of Whole Buildings XIII International Conference
QUESTIONS?
Daniel McKelvey AIA, LEED AP, NIBS [email protected]
David Copley AIA, LEED AP, CSI [email protected]
Allison Wilson, AIA, LEED AP BD+C [email protected]