Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year...
Transcript of Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year...
![Page 1: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/1.jpg)
Spring Presentation
may 9th 2014
![Page 2: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/2.jpg)
CONCRETE
DESIGN
CHOSEN
Winter quarter decision matrix
![Page 3: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/3.jpg)
General conditions
Campus placed in concavity between arms of a
sierra nevada mountain range, which can be
seen from 2nd
level in the buildings
Site Analysis
![Page 4: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/4.jpg)
-40
-20
0
20
40
60
80
100
120
Jan
Feb
Mar
Ap
r
May Jun
Jul
Au
g
Sep
Oct
No
v
Dec
Climate data
Precipitation inches x10
Snowfall inches x10
Record high °F
Average high °F
Average temp °F
Average low °F
Record low °F
● Summer: hot days / cold
nights
● Winter: Cold, Snowfall
● Sunshine hours a year: 3650
● Very dry desert climate
● Santana winds - dust / heat
Climate background
![Page 5: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/5.jpg)
- Slightly sloped terrain
- Water Table an Frost Line at 4’ under grade
- Heavy Earthquakes
Probabilities for the next 50 years:
> 95 % magnitude 5.0
~ 20 % Magnitude 7.0
Site Constraints
![Page 6: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/6.jpg)
View 1 View 2
View 3
View 1
View 2
View 3
3
1
2
![Page 7: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/7.jpg)
View 4
View 5 View 6
4
5
6
![Page 8: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/8.jpg)
Double diamond footprint Position on the site
![Page 9: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/9.jpg)
INSPIRATION CAME FROM THE SURROUNDING ENVIRONMENT
![Page 10: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/10.jpg)
1. IDEA OF CLIMBING THE
MOUNTAIN….
REVERSED!
![Page 11: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/11.jpg)
2. SO THE BUILDING GROWS UP WHEN
YOU CLIMB IT TO GET NICE VIEWS TO
THE MOUNTAINS
![Page 12: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/12.jpg)
3. CRACKING THE
BUILDING IN TWO
SEPARATE
![Page 13: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/13.jpg)
4. SPLIT LEVELS
That enhances visual
connections in the
builidng and allow for
the bigger clearance in
rooms
![Page 14: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/14.jpg)
5. CREATING A LIGHT
TUNNEL IN THE HEART
Atrium provides even
more daylight
![Page 15: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/15.jpg)
6. CONNECTING SPLIT
LEVELS BY ADA RAMP
so continuous carpet is
created within entire
building
![Page 16: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/16.jpg)
![Page 17: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/17.jpg)
![Page 18: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/18.jpg)
![Page 19: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/19.jpg)
![Page 20: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/20.jpg)
![Page 21: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/21.jpg)
![Page 22: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/22.jpg)
Slipping Building Concept: Split Floor Ramp System
Two halves of the building slide and connections are detailed
to allow slippage during earthquake.
ASCE 7-10 Chapter 12.12.3
Building designed for 2% Story Drift
Top of building seismic expansion joint
→ requires 1’ joint minimum.
Stanford University - Center
for Clinical Science Research
Seismic Expansion Joint
http://mmsystemscorp.com/ejp/
![Page 23: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/23.jpg)
Roof and Façade DetailingTeflon and Polished
Steel Sliders
1’ gap at roof
Linear interpolation of gap sizing
at different story levels
Slipping Building Concept: Detailing
![Page 24: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/24.jpg)
35‘ RC Beam
24“ x 12“
Seismic Gap 1‘
Deflections
0.03 in
10‘‘ Slab
Ramp Consideration
Roof sliders
![Page 25: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/25.jpg)
Connection Details
Bolted Connection
Open or Closed
Swaged Socket
Gusset Plate
welded to C-Channel
Ramp Consideration
![Page 26: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/26.jpg)
Temporary formwork for ramp
construction
![Page 27: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/27.jpg)
![Page 28: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/28.jpg)
• Reduce VOC loads
• Remove CO2, Replacing it with O2
• People perform better in
environments with plants
• Reduce Stress
• Prevent Fatigue
HEALTHY LIVING
DIRTT BREATHE WALL
![Page 29: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/29.jpg)
Life Cycle
Renewable
LocalRecycle
Thermafleece
- Insulating
wool batt
Modular
floor carpet
tiles
![Page 30: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/30.jpg)
![Page 31: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/31.jpg)
Fiber Optic Daylighting
Passive Dynamic Glazing
![Page 32: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/32.jpg)
Fall
protection
gear
HandrailsTemporary
Gravel
cover
Site visualization with BIM
![Page 33: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/33.jpg)
BASEMENT LEVEL
![Page 34: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/34.jpg)
ENTRANCE LEVEL
![Page 35: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/35.jpg)
Level 1.5
![Page 36: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/36.jpg)
Level 2
![Page 37: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/37.jpg)
Level 2.5
![Page 38: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/38.jpg)
Level 3
![Page 39: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/39.jpg)
Prefabricated aluminum façade
• Sustainable
technology
• 1/10 installation time
• 20% cheaper
Dirtt modular internal walls
• Corrosion resistant
alloy
• Surface is dirt-
repellent
Production Strategy
![Page 40: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/40.jpg)
Landscaping
![Page 41: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/41.jpg)
EVACUATION EXITS FROM BASEMENT LEVEL AND LEVEL 1
![Page 42: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/42.jpg)
1378 k (SW-side) / 1655 k (NE-side)
Site Class B (Rock)
Dead Load
125 psf
115 psf
115 psf
115 psf
Live Load
30 - 100 psf
30 - 100 psf
40 - 100 psf
30 - 100 psf
Snow Load 15 psf
Airhandling Unit 1,5 kips
Water Cistern 10 kips
Superimp. Dead Load 25 psf
Solar Panels 10 psf
Loads
![Page 43: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/43.jpg)
18‘ 2‘‘
16‘ 3‘‘
17‘ 4‘‘
12‘ 9‘‘
10‘ 5‘‘
19‘ 10‘‘ 14‘ 1‘‘ 21‘ 10‘‘ 19‘ 2‘‘
14‘ 0‘‘
17‘
16‘ 8‘‘
17‘ 4‘‘
10‘
14‘ 10‘‘ 8‘ 6‘‘ 16‘ 3‘‘ 18‘ 2‘‘17‘ 3‘‘
12‘‘ shear wall
12‘‘ x 12‘‘
Columns
Auditorium Side
Non-Auditorium Side
Floorplan: Basement
![Page 44: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/44.jpg)
18‘ 2‘‘
16‘ 3‘‘
17‘ 4‘‘
12‘ 9‘‘
10‘ 5‘‘
19‘ 10‘‘ 14‘ 1‘‘ 21‘ 10‘‘ 19‘ 2‘‘
14‘ 0‘‘
17‘
16‘ 8‘‘
17‘ 4‘‘
10‘
14‘ 10‘‘ 8‘ 6‘‘ 16‘ 3‘‘ 18‘ 2‘‘17‘ 3‘‘
12‘‘ shear wall
12‘‘ x 12‘‘ columns
12‘‘ x 12‘‘ slanted columns
Cantilever (4‘ / 8‘)
Cantilever
(6‘ 6‘‘ / 10‘ 6‘‘)
PT Girders
20‘‘ x 36‘‘
15‘‘ x 30‘‘
Floorplan: 1st
Floor
![Page 45: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/45.jpg)
banded tendons
Distributed tendons
Tendon on Gridline 3
7‘‘ Slab
5 ksi NW-Concrete
Tendon between Gridline C and D
Tendon Layout: Non-Auditorium Side
![Page 46: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/46.jpg)
banded tendons Distributed tendons
Long term Loss 13,5%
Tendon on Gridline 3
Tendon Layout: Auditorium Side
![Page 47: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/47.jpg)
[in]Terrace Level
Class U
3RD
Level
0.22 in
0.20 in
0.35 in
0.20 in
Slab design: Deflections
![Page 48: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/48.jpg)
Halfen HDB Software Tool
European Technical Approval ETA 12/0454
[in]
28
1263
3
3 6 3
Max P = 106 kips
Shear and Punching Reinforcement
![Page 49: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/49.jpg)
7‘‘ slab
12‘‘ x 12‘‘ Column
9 #9
#5 @ 8‘‘
#6 @ 10‘‘
Punching Reinforcement not shown
#5 @ 8‘‘
#6 @ 10‘‘
Additional Wall Shear
Reinforcement
Slab – Column Detail
Slab – Wall Detail
Column Reinforcement And Connection Details
![Page 50: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/50.jpg)
Max P = 90 kips
7‘‘ slab
12‘‘ x 12‘‘ Column
4 #6
#5 @ 8‘‘
#6 @ 10‘‘
Additional Reinforcement
3 #5
Slab – Slanted Column Detail
Column Reinforcement And Connection Details
![Page 51: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/51.jpg)
2 independent Models
Shear Wall Layout
Auditorium Side
Non-Auditorium Side
Etabs – Linear Model
![Page 52: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/52.jpg)
X-Direction Y-Direction
max 0,3% max 0,9%
Non-Auditorium Side - Maximum Story Drift
![Page 53: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/53.jpg)
max 1,7% max 2,0%
X-Direction Y-Direction
Auditorium Side - Maximum Story Drift
![Page 54: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/54.jpg)
Foundations: 6“ Slab on grade
36“ x 36“ strip footing
6‘ by 6‘ Footings (1,5‘ deep)
12“ x 12“ Columns
8 #9 Bars
Maximum Force
440 kips
Etabs – Member Forces (Axial)
![Page 55: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/55.jpg)
Etabs – Nonlinear Static Pushover Analysis
![Page 56: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/56.jpg)
Nonlinear PMM Hinge
Hinges are calculated
from section design
Etabs – Nonlinear Model
![Page 57: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/57.jpg)
Non-Auditorium Auditorium
Etabs – Nonlinear Model
![Page 58: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/58.jpg)
Non-Linear Model
0,66 s0,63 s
Linear Model
0,41 s 0,36 s
Etabs – Comparison Mode shapes
![Page 59: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/59.jpg)
very little nonstructural damage for 2500 year earthquake
safe for use immediately following the earthquake
Etabs – NSP Results
![Page 60: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/60.jpg)
Accelerometer
Back Calculation of Building
Response
Structural Health Monitoring
![Page 61: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/61.jpg)
Wall Hung Radiators
− No impact on room
height
− More responsive
than radiant floor
heating
− Improved thermal
comfort
HEATING
![Page 62: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/62.jpg)
Cooling
Radiant ceiling panels
− Low risk of draft
− Require less
overhead space
than chilled beams
− Higher capacity
compared to
radiant floor
cooling
![Page 63: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/63.jpg)
− Sized for minimum ASHRAE requirements
− Auditorium – Personalized ventilation.
UFAD PERSONAL VENTILATIONAHU 2
2750 CFM
AHU 1
4100 CFM
Ventilation
![Page 64: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/64.jpg)
high clearance for
occupant comfort
− PT Slab: 7”
− Ducts: 8”
Floor Sandwich
![Page 65: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/65.jpg)
Interior AHUs
− No rooftop air-handlers
− Possible with the 10ft projection
Basement Level
Top Floor
![Page 66: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/66.jpg)
Solar PV Panels
− Panels: 171
− Total capacity:
56 kW
− Annual Production:
84,200 kWh
− Annual Energy Savings:
$23,370
![Page 67: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/67.jpg)
-$200,000
-$150,000
-$100,000
-$50,000
$-
$50,000
$100,000
$150,000
$200,000
$250,000
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25
Years
Trade-Off Analysis : PV-Panels
− 4% Discount Rate
− Breakeven point at 12 years
Solar Economics
![Page 68: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/68.jpg)
− Building Responsiveness – Circadian Rhythms
− Estimated Energy Savings: 800 kWh
Parans Tracker
Fiber Optic Lighting
![Page 69: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/69.jpg)
Sustainable Target Value: Water Challenge
![Page 70: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/70.jpg)
− 6 Tidal Cells
− Sized above 5%
of building Area
Living Machine
![Page 71: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/71.jpg)
− Method of accounting for the Living Machine
Water Target
![Page 72: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/72.jpg)
Ground Source Heat Pump
![Page 73: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/73.jpg)
Basement
Level
MEP Educational Room
![Page 74: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/74.jpg)
Small Cistern
− 5’ Diameter
− 7.5’ Height
− 1100 Gallons
Rainwater Harvesting
![Page 75: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/75.jpg)
Drinking Fountain
−Services students
after recent rainfall
Reverse Osmosis
−Removes Chemicals
−Purifies on-demand
Reverse Osmosis Purification
![Page 76: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/76.jpg)
Energy Tracking Board
Living Machine UV
Disinfection
MEP Education Room
![Page 77: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/77.jpg)
−In place of roller shades
−Less maintenance
−Improved responsiveness
Passive Dynamic Glazing
Passive Dynamic Glazing
![Page 78: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/78.jpg)
0%
100%
200%
300%
400%
500%
600%
700%
February March April May
Percent of
Target
Global Warming
Potential (CO2-eq)
Energy (MJ)
Water (kg)
Sustainable Target Value Progression
−February: Initial Material Estimates
−March: Add Energy Consumption
−April: Refine Design, Add Materials
−May: Account for Living Machine, Adjust PVs
![Page 79: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/79.jpg)
April 25
February 7 March 14
May 8
H2O H2O
H2O H2O
GWP GWP
GWPGWP
Energy Energy
EnergyEnergy
Evolution of the Sustainable target Value
![Page 80: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/80.jpg)
Sustainable Target Value: Results
![Page 81: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/81.jpg)
EROSION & DUST CONTROL PLAN
![Page 82: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/82.jpg)
SITE LAYOUT & LOGISTICS
![Page 83: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/83.jpg)
MATERIAL SUPPLIERS
![Page 84: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/84.jpg)
TOWER CRANE MOBILE CRANE
Space Available
Operating Efficiency
Price
Manageability
Mobilization
FINAL DECISION:
MOBILE HYDRAULIC ALL
TERRAIN 30 TON CRANE
WITH 101’ BOOM
OTHER EQUIPMENT
• JOHN DEERE DIESEL
POWERED EXCAVATOR.
BUCKET CAPACITY 0.79 CY
• JOHN DEERE DIESEL
POWERED DOZER. BLADE
CAPACITY 2.9 CY
• JOHN DEERE DIESEL
POWERED GRADER. BLADE
PULL 28,990 LBS
CONSTRUCTION EQUIPMENT
![Page 85: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/85.jpg)
ERECTION SEQUENCE
![Page 86: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/86.jpg)
SCHEDULE
May June July August OctoberSeptember November December January February March
Construction Starts Construction Ends
Computer Lab
+HVAC
ELECTRICAL
INTERIOR FINISHES
PLUMBING
EXTERIOR FINISHES
LANDSCAPING
SUBMITTAL
PROCUREMENT
SITEWORK
FOUNDATION
EXCAVATION
FRAMING
Building Close-in
![Page 87: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/87.jpg)
LOCATION BASED SCHEDULE
May June July August September October November December January February
March
LVL 1
LVL 1.5
LVL 2
LVL 2.5
LVL
3
INT
PLUMB
ELEC
EXT
HVACB
LVL
LVL
1
LVL
1.5
LVL
2
LVL
2.5
FOUNDATION
EXCAVATION
LANDSCAPING
EXTERIOR
FURNISHINGS
LVL
CLOSE
IN
LVL
CLOSE
IN
LVL
CLOSE
IN
LVL
CLOSE
IN
LVL
CLOSE
IN
LVL
CLOSE
IN
INT
PLUMB ELEC
EXT
HVAC
INT
PLUMB ELEC
EXT
HVAC
INT
PLUMB ELEC
EXT
HVAC
INT
PLUMB ELEC
EXT
HVAC
INT
PLUMB ELEC
EXT
HVAC
![Page 88: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/88.jpg)
OVERALL MAN-HOUR DISTRIBUTION
![Page 89: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/89.jpg)
CREW 1
BASEMENT
LVL
(AREA A)
CREW 1
LVL 1.5
(AREA A)
CREW 2
LVL 1
(AREA B)SHELL
SPLIT LEVEL
CREW
DISTRIBUTION
![Page 90: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/90.jpg)
FACADE
SPLIT LEVEL
CREW
DISTRIBUTION
CREW 1
LVL 1.5
(AREA B)
CREW 2
LVL 1
(AREA A)
CREW 2
LVL 2
(AREA A)
![Page 91: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/91.jpg)
![Page 92: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/92.jpg)
RS Means
Bare
Estimate
Assembly
Cost
Historic
comparison
Unit CostModify
Estimate
SYNCED BIM
MODELS
WEEKLY
QUANTITY
EXTRACTION
USING
INNOVAYA
EXPORTED
INNOVAYA
TAKEOFFS TO
TVD
WHY INNOVAYA
• Easy To Use
• More Reliable Quantity
Takeoffs
• Avoids Repetition
WINTERCOST ESTIMATING METHODOLOGY
SPRING
![Page 93: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/93.jpg)
BATCH QUANTITIES EXPORTED TO TVD
Innovaya
![Page 94: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/94.jpg)
DIRRT SOFTWARE
TVD
![Page 95: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/95.jpg)
FINAL
ESTIMATED
VALUE =
$ 9,790,000
General Requirements11%
Concrete17%
Metals10%
Finishes7%
Plumbing/Mechanical/Electrical
20%
Earthwork5%
Special Construction
30%
CONCRETE
CSI Masterformat 2010 ESTIMATED VALUE TARGET VALUE VALUE DELTA
TOTAL $ 9,787,424 $ 9,600,000 $ (187,424)
General Requirements $ 1,062,124 $ 1,152,000 $ 89,876 Concrete $ 1,624,898 $ 1,692,000 $ 67,102 Metals $ 1,035,600 $ 672,000 $ (363,600)Finishes $ 652,378 $ 600,000 $ (52,378)
Plumbing/Mechanical/Electrical$ 1,911,700 $ 1,968,000
$ 56,300
Earthwork $ 453,332 $ 468,000 $ 14,668 Special Construction $ 3,047,391 $ 3,048,000 $ 609
COST ESTIMATE
![Page 96: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/96.jpg)
BIM MANAGER
ARCH
MEPSE
BIM ORGANIZATION
Building Coordination
Team Process Improvements from winter quarter
- More subgroup meetings
- Enhanced and efficient communication
![Page 97: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/97.jpg)
Model
integration
& clash
tests
Setting
rules &
saving
viewpoints
with
comments
Clash
detection
meetings &
resolutions
Clash Detection
![Page 98: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/98.jpg)
Façade – CM/ARCH Ramp – SE/ARCH
- Synchronous Graphic Collaboration
- simple Sketches enhance interdisciplinary
Understanding
- A team is smarter than the Individual Member
Key Skills Demonstrated
Graphic communication on key challenges
![Page 99: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/99.jpg)
Collaboration Staying on track
KEY LESSON LEARNED = TRANSPARENCY is key
![Page 100: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/100.jpg)
Lessons Learned
“people are more lovable in person”
“learn the most when other disciplines
answer your questions”
“you never know what your cyber friends
are doing if their web-cam is off”
“patience does not solve everything”
“there is always something someone did not
tell you”
“talk with sensitivity and compromise”
![Page 101: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/101.jpg)
![Page 102: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/102.jpg)
![Page 103: Spring Presentation may 9th 2014 - PBL Labpbl.stanford.edu/AEC projects/Year 2013-2014/Spring2014... · Spring Presentation may 9th 2014. CONCRETE DESIGN CHOSEN Winter quarter decision](https://reader031.fdocuments.net/reader031/viewer/2022022004/5aa6abe67f8b9a424f8b55d9/html5/thumbnails/103.jpg)
Thank you owners, mentors,
and Renate! Danke!
Dziękuję bardzo!