RidgeRS and global teamwork - PBL Labpbl.stanford.edu/AEC projects/Year 2011-2012/Ridge...
Transcript of RidgeRS and global teamwork - PBL Labpbl.stanford.edu/AEC projects/Year 2011-2012/Ridge...
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RidgeRS and global teamworkWith Lauren Scammell and Gitte Sørensen as owners.
Bedriye(MEP)
Milos(CM)
Annemarie(SE)
Kristian(A)
Maryanne(SE)
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SITE LOCATION
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Where is The Ridge?
There is some existing slope, but not much.
„We‘re RidgeRS, so let‘s make some slope!“
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SOIL PROFILEDepth of Excavation
Soil Type Thickness Bearing Capacity
Stony Sandy Loam and
Heavy Loam
19 inches (1.58 ft.) 1,500 psf.
Sandy ClayLoam
10 inches(0.83 ft.) 1,500 psf.
Clay and Clay Loam
27 inches (2.25 ft.) 1,500 psf
Very GravellySandy Loam
and Very Gravelly Loam
28 inches(2.33 ft.) 5,000 psf
Volcanic Rock Unknown 8,000 psf
pre-draining (-)retaining walls (-)higher building (+)
0 inches (0 ft.)Grade at 5,580 ft. Elevation
19 inches (1.58 ft.)
29 inches (2.42 ft.)
56 inches (4.67 ft.)
84 inches (7 ft.)
48 inches (4.0 ft.)Water Table
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LOCAL HAZARD
-Highly seismic area
-Large fluctuation in temperatures (daily and seasonly)
-High desert winds – average windspeed 60mph
-”Rain shadow”
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the DECISION MATRIX
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TARGET VALUE DESIGN
RidgeRS
TVD: LOCAL
TVD: NATURAL
TVD: TEAM PROCESS
TVD: BIM MANAGEMENT
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LOCAL & NATURAL – biomimicry & materials
BRISTLECONE PINE – Nevada state tree
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LOCAL – community & laborOne of the mottos of the University of Nevada Reno:„A Nevada education stresses conceptual, hands-on learning.“
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LOCAL – social aspectMore than just a studying and working place …
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TEAM PROCESS
The power of team workflow and using new technologies for achieving higher standards in building design.
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Architectural Target ValuesBiomimicry
Social/Collaborative Space
Sustainability
Local/Community Atmosphere
Functional Exterior and Warm Interior
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PINE CONE CONCEPT EVOLUTION
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BIOMIMICRY CONCEPT EVOLUTION
Initial Pine Cone Idea - Combine local TVD with Sustainable TVD
Utilization of Pine Cone Forms
• Solar Shading
• Diffused Natural Lighting
TVD: NATURAL TVD: LOCAL TVD: SUSTAINABLE
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BIOMIMICRY CONCEPT EVOLUTION
Concept Evolution - Pine Cone Form Integrated into Design Language
TVD: NATURAL
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Pine Cone Water Collection/Reuse
Collected Rain Water
Gray Water brought into building
Cistern
Cistern and filter buried in terrain adjacent to main plumbing core
Filter
TVD: SUSTAINABLEConcept Evolution – Onsite Water Collection
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WC
WC
WC
Rainwater tank
Filter
ENERGY CONCEPT
Rainwater collection to reuseThe flushing of toilets with rainwater collected from roofs makes a significant saving in the use of potable water.
TVD: SUSTAINABLE
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Pine Cone Biomimicry - Natural Ventilation
TVD: SUSTAINABLEConcept Evolution – Mixed Mode: Adaptive System w/ Stack Ventilation
AutomatedOperable
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ENERGY CONCEPT
DaylightPower consumption for daylight is minimized due to:-Efficient use of daylight-Electric lighting controlled by monitoring daylight-Workstations located close to the windows
Ventilation -Combined natural and mechanical ventilation-Natural ventilation only at night – night cooling-Thermal mass of concrete – better for cooling
Solar control-By exterior shadingsand cantilever- Power consumption for cooling is minimised
TVD: SUSTAINABLE
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PINE CONE – FAÇADE INSPIRATION
Seed Arrangement
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Circulation Flow to Main Entry and Social Plaza
Student Union & Events Center Primary Adjacency
Direct Path for foot traffic from parking structure
CONTEXT AND ORIENTATION
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ORIENTATIONS – PINE CONE
1st orientation
2nd orientation
3rd orientation
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ORIENTATIONS
1st orientation 2nd orientation 3rd orientation
Electricity 454,028 kWh 449,479 kWh 447,070 kWh
Fuel 16,968 therms 17,027 therms 16,097 therms
CO2 – conc. 92 tons/yr 84 tons/yr 78 tons/yr
HVAC,
Lightning,
Equipment
449,152 kWh 444,605 kWh 442,196 kWh
1st orientation Good2nd orientation Good
3rd orientation Best
3rd orientation has low el, fuel and HVAC consumption and also low CO2 emission than the other two orientations.
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3rd orientation - Pine Cone
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SITE PLAN
Mountains
MountainsEvents Center
Campus
Downtown Reno
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EXCAVATIONS POSSIBILITES STUDY
Revit analysis – cut/fill reports:
„Using existing soil is a feasible idea.“
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1st STAGE – EXCAVATION AND LANDSCAPING
TVD: LOCAL
TVD: NATURAL
Establish sloped landscaping
Retaining walls
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RETAINING WALLFull Height Retaining Wall ~ 15’ Detailing
15’ Gravity Retaining Wall
15’
18”
8’
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ENTRY FROM SOCIAL PLAZA South East Side
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BASEMENT LEVELAuditorium3,000 SF
Collaboration Space2,800 SF
Sm. Classrooms1,000 SF
Cafe3,000 SF
Lab1,000 SF
Server/IT900 SF
Storage400 SF
Vert. Circ. & WC570 SF
Mechanical400 SF
Social Plaza
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GROUND LEVELLg. Classrooms1,600 SF
Sm. Classrooms1,040 SF
Seminar Rooms800 SF
Lab1,000 SF
Student Offices1,050 SF
Storage200 SF
Vert. Circ. & WC570 SF
Mechanical120 SF
Social Space2,000 SF
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OFFICE LEVELDepartment Chair300 SF
Faculty Offices3,600 SF
Senior Admin.320 SF
Admin. Assistants300 SF
Student Offices170 SF
Storage200 SF
Restrooms570 SF
Collaboration Space3,700 SF
Terrace
OpenLounge
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ENTRY FROM SOCIAL PLAZA South East Side
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SECTION 1
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SECTION 2
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PINE CONE ROOF FORMS
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PINE CONE ROOF FORMS
Concept Evolution – Integration of Pine Cone Form as Design Language
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ROOF SYSTEM
3” Steel Deck:Typ. Span 10’
8” RC Slab:Typ. Span 19’
#5s @ 6”
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ROOF SYSTEM Loads – 3” Steel DeckDead Load 30 psfLive Load 20 psfSnow Load 10.5 psf
Loads – 8” Concrete SlabDead Load 115 psfLive Load 20 psfSnow Load 10.5 psf
Steel Purlins –W14x48 Typ. Span 20’
Dogleg Beams –W14x48Typ. Span 20’
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ROOF SYSTEM DETAILS
Tension Rod Detail:1 ¼” Square Steel SectionPlaced in front of glazingW10x33 Vertical Elements
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ROOF SYSTEM DETAILS LOAD PATHS
EQ
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DESIGN DETAILS steel-concrete
Connect steel beams to concrete column with HALFEN HUC or similar
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AUDITORIUM
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AUDITORIUM 3D SECTION
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AUDITORIUM MEP IDEA
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AUDITORIUM CEILING
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ATRIUM
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ATRIUM
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VIEWS – Office Level
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SOUTHWEST AERIAL
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ENTRY FROM SOCIAL PLAZA South East Side
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FLOORPLANS basement levelcolumns 16”x16”
gravity wall 16”
beam typ. span 20’ 16”x18”typ. span 30’ 18”x24”
RC slab 8”,typical span 19’
coll
collector beam 22”x28”
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FLOORPLAN ground level
RC slab 8”,typical span 19’
collector beam 22”x28”
columns 16”x16”
gravity wall 16”
beam typ. span 20’ 16”x18”typ. span 30’ 18”x24”
collector beam 22”x28”collector beam 22”x28”
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FLOORPLAN office level
RC slab 8”,typical span 19’
columns 16”x16”
gravity wall 16”
beam typ. span 20’ 16”x18”typ. span 30’ 18”x24”
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Section load path
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Section load path
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GRAVITY DESIGN
PT BeamPrefab BeamPT slabRC slabRC shear walls Too much
disciplines on site
What does really fit our requirements?
PT BeamRC slabRC shear walls
!
?
![Page 59: RidgeRS and global teamwork - PBL Labpbl.stanford.edu/AEC projects/Year 2011-2012/Ridge SPRING.pdf · RidgeRS and global teamwork ... GRAVITY DESIGN 30‘ Beam RC vs. PT ... DESIGN](https://reader034.fdocuments.in/reader034/viewer/2022051801/5ae1882d7f8b9ad47c8bebda/html5/thumbnails/59.jpg)
No columnneeded
overhang isfeasible
GRAVITY DESIGN slab – ground level
-6.4 mm
-4.5 mm
-3.2 mm
-1.9 mm
-1.3 mm
-0.6 mm
0.0 mm
Deformation
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RC slab 8“,Uniaxial,Typ. Span 19‘
GRAVITY DESIGN slab – ground level
0.00 – 1.15 cm²/m
1-15 - 2.30 cm²/m
2.30 - 3.45 cm²/m
3.45 – 4.6 cm²/m
Reinforcement bottom
Doublecheck results!
constant rebar, strengthen in high stressed area
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DESIGN DETAILS slab - overhangsShear and punching reinforcement
Position in floorplan Section
slab
PT beam
3D- view
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GRAVITY DESIGN 19‘ BeamRC vs. PT
→ RC beam 16“x18“
RC vs. PT
→ PT beam 16“x16“
‐10
0
10
20
30
40
50
60
0 0.5 1 1.5 2 2.5 3
span [m]
height [cm]
calculation for RC beam
Cross section PT beam Tendon duringCross section PT beam Tendon during
calculation for RC beam
Cross section PT beam Tendon during
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GRAVITY DESIGN 30‘ BeamRC vs. PT
→ PT beam 18“x26“→ RC beam 24“x30“
‐100
102030405060708090
0 1 2 3 4 span [m]
height [ ]
calculation for RC beam
Cross section PT beam Tendon during
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GRAVITY DESIGN typical RebarTypical RC beam reinforcement
Typical connection from RC beam to RC column
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DESIGN DETAILS staircase
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DESIGN DETAILS staircase
Poured concrete
10“ thick
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DESIGN DETAILS staircase
fire stair design
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5.00 mm Float glass10.00 mm Air
5.00 mm Float glass0.38 mm Foil8.00 mm tempered safety glass
DESIGN DETAILS glazing
outside
inside
Glazing - Thermo glass
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DESIGN DETAILS glazingDESIGN DETAILS glazing
stress check – max. utilization 32%
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DESIGN DETAILS glazing
Fixing detail
Reference building
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GRAVITY DESIGN foundationStrip foundation 40” x 28”
Foundation slab10” thick
Bearing Capacity:
300 kN/m³
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GRAVITY DESIGN foundation
0.0 mm
2.5 mm
4.9 mm
5.8 mm
7.4 mm
8.2 mm
9.0mm
ground settlement:9 mm< 20 mm
Deformation
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A/E SHEAR WALL DEVELOPMENT
Initial Structural Design• No cuts• Too rigid• Needed windows
Initial Architectural Design• Maximum desired windows• Not rigid enough• Needed window reduction
Integrated Design• Adequate rigidity• Enough windows for all rooms• Office level window maximization
![Page 74: RidgeRS and global teamwork - PBL Labpbl.stanford.edu/AEC projects/Year 2011-2012/Ridge SPRING.pdf · RidgeRS and global teamwork ... GRAVITY DESIGN 30‘ Beam RC vs. PT ... DESIGN](https://reader034.fdocuments.in/reader034/viewer/2022051801/5ae1882d7f8b9ad47c8bebda/html5/thumbnails/74.jpg)
Special RC Shear Wall Lateral SystemDesigned using Equivalent Static Force Method (ASCE 7-10)
12
2
34
5
6
7
89
10
11
1
13
14
Story ShearsRoof 729 k2nd Floor 1216 k1st Floor 1457 k
No. length Mmax Vmax[ft] [k-ft] [kips]
1 39.0 17786 5052 47.5 20491 5793 10.0 808 224 22.8 5030 1255 19.0 3521 886 38.0 11761 2937 10.5 2225 438 10.5 1555 319 19.0 5550 113
10 19.0 4861 10111 19.0 3724 9512 38.0 12438 31913 20.0 7732 15214 38.0 13619 326
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CANTILEVER SUPPORT – Office Level
104 k
140 k
140 k
Unreduced LoadsDead Load 120 psf
Live Load 50 psf
EQ
ResistanceExample of Load Path – Adds additional load to shear wall system
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CANTILEVER SUPPORT – Roof
104 k
140 k
140 k
Example of Load Path – Adds additional load to shear wall system
EQ
Resistance
Unreduced LoadsDead Load 115 psfLive Load 20 psfSnow Load 10.5 psf
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LATERAL SYSTEM – Shear Wall Design
0
5000
10000
15000
20000
25000
30000
35000
40000
0,E+00 5,E‐05 1,E‐04 2,E‐04
Mom
ent (
k-ft
)
Curvature
Moment Curvature of Wall 1
Wall No. Mn (k-ft) y (in)1 30000 0.9111 16000 1.42
12
2
34
5
6
7
89
10
11
1
13
14
12” thick (typ. 16” boundary elements)2 #5s @ 12” Longitudinal Reinforcement
#5s @ 12” Transverse Reinforcement
![Page 78: RidgeRS and global teamwork - PBL Labpbl.stanford.edu/AEC projects/Year 2011-2012/Ridge SPRING.pdf · RidgeRS and global teamwork ... GRAVITY DESIGN 30‘ Beam RC vs. PT ... DESIGN](https://reader034.fdocuments.in/reader034/viewer/2022051801/5ae1882d7f8b9ad47c8bebda/html5/thumbnails/78.jpg)
LATERAL SYSTEM - DETAILS
Boundary Element
16”
24” #5s @ 12”#6s
A-A Slab to Wall Detail
Seismic hooksA-A
#5s @ 12”
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ETABS ANALYSIS Equivalent Static Force MethodForce Amplification due to Torsional IrregularitySome simplifications made in modelingVerification Of Shear Wall Design
Tn = 0.1946 secmax drift = .000247Max elastic roof displacement = 0.28 in
![Page 80: RidgeRS and global teamwork - PBL Labpbl.stanford.edu/AEC projects/Year 2011-2012/Ridge SPRING.pdf · RidgeRS and global teamwork ... GRAVITY DESIGN 30‘ Beam RC vs. PT ... DESIGN](https://reader034.fdocuments.in/reader034/viewer/2022051801/5ae1882d7f8b9ad47c8bebda/html5/thumbnails/80.jpg)
CLIMATE CONDITIONS
Climate conditions
99% heating designTemperature: 14.9F
1% cooling designTemperature: 92.5F
Average humidity: 60%
Indoor design conditions
RH: 50% for comfortDesign temp setpoint for heating: 68FDesign temp setpoint for cooling: 74F
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DUCT NETWORK | Basement level
SupplyExhaust
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DUCT NETWORK | Ground level
SupplyExhaust
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DUCT NETWORK | Office level
SupplyExhaust
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MEP 3D
SupplyExhaust
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MEP 3D
Main duct: 6 - 8 m/s
Distribution ducts in rooms: 3 - 4 m/s
Distribution ducts between rooms: 4 - 6 m/s
![Page 86: RidgeRS and global teamwork - PBL Labpbl.stanford.edu/AEC projects/Year 2011-2012/Ridge SPRING.pdf · RidgeRS and global teamwork ... GRAVITY DESIGN 30‘ Beam RC vs. PT ... DESIGN](https://reader034.fdocuments.in/reader034/viewer/2022051801/5ae1882d7f8b9ad47c8bebda/html5/thumbnails/86.jpg)
DAYLIGHT ANALYSIS | Basement level
January 21
July 21
Terrain
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DAYLIGHT ANALYSIS | Ground level
January 21
July 21
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DAYLIGHT ANALYSIS | Office level
January 21
July 21
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MEMBRANE SHADING COMPONENTS
South Façade
East Façade
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INPUT to IDA ICE | Building Information Data Building type University
Area 2814.6 m2
Volume 13508.9 m3
Heating setpoint 68F
Cooling setpoint 74F
Ventilation VAV
Solar shading External shading
Glazing 1.9 W/(K*m2)Facade 0.5 W/(K*m2)Occupancy Weekdays: 7am – 6pm
Weekends: 0July: Vacation
Lighting Weekdays: 7am – 6pm Weekends: 0July: Vacation
Equipment Weekdays: 7am – 6pm Weekends: 0July: Vacation
Heating system District heating
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INPUT to IDA ICE | Thermal Zones
Ground level
Office level
Basement level
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RESULTS | Energy Consumption
Delivered energy kWh kWh/m2
Lighting, facility 229301 82.8 Cooling 3641 1.3 HVAC aux 100276 36.2 Total, Facility electric 333218 120.3
Heating 115455 41.7 Domestic hot water 0 0.0 Total, Facility district 115455 41.7 Total 448673 162.0
Equipment, tenant 143656 51.9 Total, Tenant electric 143656 51.9 Grand total 592329 213.9
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RESULTS | Monthly Delivered Energy
Heating
Lighting
HVAC
EquipmentMonth1 2 3 4 5 6 7 8 9 10 11 12
kWh
0.0·104 0.5·104 1.0·104 1.5·104 2.0·104 2.5·104 3.0·104 3.5·104 4.0·104 4.5·104 5.0·104 5.5·104 6.0·104 6.5·104
Lighting, facility Cooling HVAC Heating Equipment, tenant
(kWh) (kWh) (kWh) (kWh) (kWh) Total 229301.0 3641.0 100276.0 115455.1 143656.0
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RESULTS | Indoor Climate
Pine Cone – Building Comfort Reference
Percentage of hours when operative
temperature is above 27°C in average
zone
3 %
Percentage of total occupant hours with
thermal dissatisfaction 31 %
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RESULTS | Indoor Climate in Auditorium
The room temperature isn’t
acceptable about 29 days,
where it’s above 80.6 F in
summer and 77 F in winter.
Category Winter [F](max)
Summer [F](max)
I (best) 73.4 77.9II (good) 75.2 78.8III (Acceptable) 77 80.6
Comfort Category No. of occupancyhours on a year
I (best) 3727II (good) 4483III (Aceptable) 5566IV (Unacceptable 698
Max. temperatures for thermal comfort in 3 different categories:
Results:
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RESULTS | Indoor Climate in Large Classrooms
The room temperature isn’t
acceptable about 38 days,
where it’s above 80.6 F in
summer and 77 F in winter.
Category Winter [F](max)
Summer [F](max)
I (best) 73.4 77.9II (good) 75.2 78.8III (Acceptable) 77 80.6
Comfort Category No. of occupancyhours on a year
I (best) 1327II (good) 1592III (Aceptable) 1970IV (Unacceptable 901
Max. temperatures for thermal comfort in 3 different categories:
Results:
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CONSTRUCTION SITE ACCESS
1 mile from highway
Easy access with one way traffic direction flow
1.2 miles (5 mins) to the hospital
Bus stop next to the site (US 395)
![Page 98: RidgeRS and global teamwork - PBL Labpbl.stanford.edu/AEC projects/Year 2011-2012/Ridge SPRING.pdf · RidgeRS and global teamwork ... GRAVITY DESIGN 30‘ Beam RC vs. PT ... DESIGN](https://reader034.fdocuments.in/reader034/viewer/2022051801/5ae1882d7f8b9ad47c8bebda/html5/thumbnails/98.jpg)
CONSTRUCTION SITE ACCESS
Easy construction site access.One way traffic direction – more space for construction process.
![Page 99: RidgeRS and global teamwork - PBL Labpbl.stanford.edu/AEC projects/Year 2011-2012/Ridge SPRING.pdf · RidgeRS and global teamwork ... GRAVITY DESIGN 30‘ Beam RC vs. PT ... DESIGN](https://reader034.fdocuments.in/reader034/viewer/2022051801/5ae1882d7f8b9ad47c8bebda/html5/thumbnails/99.jpg)
2nd STAGE – CONSTRUCTION SITE LOGISTIC
Parking for workers:neighboring parking building
Bus access:bus stops next to the site
TVD: LOCALTVD: NATURAL
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CONSTRUCTION SITE VISUALIZATION
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LOCAL PROVIDERS
Martin Iron Works, Inc.approx. 1.4 miles / 4 mins
TVD: LOCAL
TVD: LOCAL Weigl Concrete & Constructionapprox. 1.1 miles / 3 mins
CONCRETE
STEEL
MEPHeating & Air Conditioning Contractors
approx 5,6 mil / 9 minutesTVD: LOCAL
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CONSTRUCTION SITE EQUIPMENT
TVD: LOCAL A&K Earth Movers, Inc. approx. 11.7 miles / 15 mins (engineering office)*also asphalt recycling
EARTHWORKS
United Rentals5 branches within a 97.4 mile radius
TVD: LOCALCONSTRUCTION EQUIPMENT
Bragg RenoApprox. 8 miles / 15 mins
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Wheel LoaderJCB 436ZXHorsepower: 150 hpOperating Weight: 31,458 lb.Bucket Capacity Heaped: 3.5 cu. yd.Powered By: Diesel
CONSTRUCTION SITE EQUIPMENTEquipment rental Dozer
John Deere 650JPower: 90 hpBlade Capacity: 2.6 cu. yd.Powered By: Diesel
ExcavatorJohn Deere 120Power: 89 hpOperating Weight: 28,840 lb.Bucket Capacity: 0.79 cu. yd.Powered By: Diesel
Mini-ExcavatorKubota KX161-3 5.5 TonPower: 42 hpOperating Weight: 11,345 lb.Powered By: Diesel
RollerWacker RD12A 35IN Double Drum Vibratory RollerOperating Weight: 2,171 lb.Vibration Frequency: 4,200 vpmCentrifugal Force: 3,400 lb.Powered By: Gasoline
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CONSTRUCTION SITE EQUIPMENT
Mobile Hydraulic CraneGrove TM 9120 120 Ton
Concrete Pump
TVD: LOCALEquipment rental
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CONNECTING WITH THE COMMUNITY
Construction site – OPEN/VISITING DAYS – education TVD: LOCAL
Augmented reality
Using QR codes around construction site for visualizing the building being build.
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SCHEDULING - START
*Ridge Team 2011
Goal: Enclose the building between May and Octoberto avoid snow slowing the construction.
May 1st 2015MAIN CONSTRUCTION START SHIFT DUE TO BETTER CONDITIONS
PLAN
Owners have agreed.
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Timeline – Winter vs. Spring Quarter
DEWATERINGSTART
DEWATERINGEND
BUILDINGCONSTRUCTIONSTART(May 2015)
BUILDINGENCLOSED(October 15 2015) END
April 2016
approx. 4 months
BUILDINGENCLOSED(October 15 2015)
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BUILDING ZONING
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SCHEDULING - LAYOUT
TVD: LOCAL
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SCHEDULING – START & END
Dewatering3 months prior to construction
TVD: LOCAL
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SCHEDULING
TVD: LOCAL
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SCHEDULING - SITEWORK
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SCHEDULING - SHELL
Trade considerationand optimization on zoning
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SCHEDULING – FACADE
Finish facadeStart curtain wall
Trade considerationand optimization on zoning
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SCHEDULING – SERVICES & INTERIORS
MEP instalation afterlevel enclosement
Interior walls thenfloor finishes thenceiling finishes
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CLASH DETECTIONS• Early BIM integration – awerness of other disciplines – less clashes
REVIT
• Linked model – possible clash awareness
NAVISWORKS
• Explicit clash detection – two models at a time, by level, etc.
• Clash report – high number, but more logical clashes than critical
REAL-TIME VIRTUAL WALKTHROUGH (3D ICC & OTHER)
• Experience and live solving of problems
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CLASH DETECTIONS – REVIT
Ducts should be moved by 2 feet higher!
Needs wall openings
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CLASH DETECTIONS - REPORTS
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CLASH DETECTIONS – S vs. MEPDuct though a floor slab.BIG DEAL / EASY FIX
Exhaust hitting column.SMALL PROBLEM / EASY FIX
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CLASH DETECTIONS – A vs. SDuct though a floor slab.BIG DEAL / EASY FIX
Exhaust hitting column.SMALL PROBLEM / EASY FIX
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CLASH DETECTIONS – 3D ICC
Move the column!
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LABS RENTING
$450 per day > 365 days (max. construction time) > $164,250
Target Value: Renting labs for the whole period of construction.
Pros and cons:(+) easier transition for students who use labs(+) easier scheduling – faster construction
(-) more expensive
Cost: $165,000
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BUDGET vs. INFLATIONProposed inflation rates in USfrom 2012 to 2015(Source: Trading Economisc)
Budget loss on inflation
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BY-PASSING INFLATION
$8,500,000 donation
- $500,000 inflation
-$165,000 lab rent
- $335,000 contingency
> Target Value: $8,000,000 > Target Value: $8,000,000 POSSIBLE TARGET VALUETREATED AS ANOTHER CONTINGENCY FACTOR
$8,500,000 donation
- $500,000 inflation *-$165,000 lab rent
- $335,000 contingency
> Target Value: $7,500,000 > Target Value: $7,500,000
*IDEA: With investments into safe „risk free“ plans we can bypass inflation-based budget loss.
Ask mentorsAxel Seifert and Matthias Ehrlich
> Investment in goverment bonds
*IDEA: With investments into safe „risk free“ plans we can bypass inflation-based budget loss.
Ask mentorsAxel Seifert and Matthias Ehrlich
> Investment in goverment bonds
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Winter Quarter‘s Modified cost estimate
Substructure5%
Shell18%
Interiors17%Services
33%Equipment & Furnishing
0%
Special Construction
0%
Building Sitework
0%
Contractor Fees18%
Architectural Fees9%
User Fees0%
RS MeansSquare Foot Cost EstimateCONCRETE STRUCTUREBuilding cost:…
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Estimation processRS Means – Square Foot Estimator
Past years Ridge teams estimates comparison
Estimations for dewatering process
Material take-offs from Revit
Modified cost estimate
(College, Classroom, 2-3 Story with Decorative Concrete Block.)
(Setting up average building cost estimated value.)
(Substructure and shell components)
RS Means Cost Books(Renting equipment, sitework, special construction, etc.)
Budget consideration
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Cost estimate
4%
30%
19%
33%
0%5%
9% SUBSTRUCTURE
SHELL
INTERIORS
SERVICES
EQUIPMENT &FURNISHINGS
SPECIALCONSTRUCTION
FINAL COST ESTIMATE $ 7,694,472
Target value budget $ 7,500,000
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Yes ? No9 3 2 Sustainable Sites 14 Points5 0 0 Water Efficiency 5 Points
9 1 0 Energy & Atmosphere 17 Points
6 3 4 Materials & Resources 13 Points
11 2 2 Indoor Environmental Quality 15 Points
0 2 0 Innovation & Design Process 5 Points
40 11 6 Project Totals (pre-certification estimates) 69 Points
LEED POTENTIAL – PINE CONE CONCEPT
Projected Value of LEED Gold Certification
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OUR POP
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OUR PRODUCT
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OUR ORGANIZATION
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OUR PROCESS
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OUR POP
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OUR POP „TRIANGULATION“
PROCESS
ORGANIZATION
PRODUCT
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BIM MANAGER – NEW ROLETVD: TEAM PROCESS TVD: BIM MANAGEMENT
- Everybody agrees on using Revit in the early stages
- Prepare Revit project templates
- Prepare user guidelines on how to use templates
- Prepare tutorials (linking, view depth)
- Establish sharing/linking of models
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BIM IMPLEMENTATION
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BIM IMPLEMENTATION
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BUILDING MODELSSITE MODEL
STRUCTURAL MODEL
ARCHITECTURAL MODEL
Pushing coordinates to
the model
DROPBOX AS A CLOUD MODEL SERVER
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LINKED MODELS
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INTERACTIONS
- SOCIAL FACTOR OF BIM INTEGRATION
- MEETINGS
- MENTOR MEETINGS RECORDINGS
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WEEKLY TEAM ENERGY SURVEY - ANALYSIS
TVD: TEAM PROCESS
Overall team rateOverall personal rate
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PRODUCT WALKTHROUGH
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GO RIDGERS!
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GO PINE CONE !
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THANK YOU RENATE!
& THANK YOU:
Gitte Sørensen, Lauren Scammell, Greg Luth, Axel Seifert andMatthias Ehrlich, Henry Tooryani, David Bendet, Glenn Katz, Frank Scheiber, Guido Morgenthal, Daniel Gonzales, Tomo Cerovsek, Martin Lah, Ziga Turk, Erik Kneer