Studio 5_6 by Brad Nobbe

Steel Museum of Pittsburgh Brad nobbe                                                  

                         

Winter/spring 2013

arch 405/406

                                                                        

Professor Bacha                                                       



Client Profile

                                                                 



                                                                

http://www.heinz.org/grants.aspx

• STEP 1: Learn about what we fund. • STEP 2: Determine your eligibility. • STEP 3: Submit Your Online Application.

                            

• STEP 4: Endowments staff reviews your inquiry for Board consideration. • STEP 5: Proposal is presented to the Board of Directors for approval.

GH-101

History Steel Process





GH-102

http://www.ssab.com/

History Tycoons









   



     

    

  

 

 

  

 

                 

           

        

            

   

 http://www.ssab.com/

GH-103

 

GH-104

 

History Point park



      



             











GH-105

History point park

 



    



     

     

      

GH-106





 





History point park





GH-107

site Location

h Alleg

io R

iver

GS-101

ive R y n

ela

Riv

site Pedestrian

ive R y n

h Alleg io R

iver

ela

Riv

GS-102

site Boundaries

ive R y n

io R

h Alleg iver

Existing Topography

Point Park

GS-103

ela

Riv

 

Site Parking

 

GS-104

Site Public Transportation

  

GS-105

 

Site Bike/ Ferry Routes



GS-106

Site Circulation

GS-107

  



 



Site Procession









N 



GS-108

Site Cultural Gatherings

 1

3 6

9 2 4

8 7 10

GS-109

         

         



5 4 3

    

    

Site Food and Shopping

GS-110

Site Views

GS-111

SIte Views

GS-112

Site Built Context

GS-113

Site East West Section

GS-114

6 5



































Solar Radiation

Site Solar

4 3 2



JAN

FEB

MAR

APR

MAY

JUN

JUL

AUG

SEP

OCT

NOV

DEC

74˚ Summer AVG

Sun Gain Angles

26˚ Winter AVG

50˚ Solar Panel

GS-115

Site Winds



















Wind AVG MPH





6 5 4 3 2 1 0

JAN

FEB

MAR

APR

MAY

JUN

JUL

AUG

SEP

OCT

NOV

DEC





Winter



Summer



GS-116

Site Heating Cooling

Heating/Cooling Hours









Strategies from Climate Consultant

    

    

  

     

     

   

    

    

    

    

Building

25 Warm Air

20 Blower

Pump Cool Air

Ground

GS-117

JAN

FEB

MAR

APR



MAY

JUN



JUL 

AUG

SEP

OCT

NOV

DEC 







Rain Collection 30,000 FT2 Annual Gallons

       

112,200

93,500

74,800

56,100

37,400

Gallons



Inches

Site Hydrology

18,700

JAN

FEB

MAR

APR

MAY

JUN

JUL

AUG

SEP

OCT

NOV

DEC



2FT Water Table

N 



GS-118

Program Diagrams

 

 

Events

Spaces

Design Strategy

Temporary Exhibit

Public Common

Day Light

Permanent Exhibit

Service Space

Natural Ventilation

Lecture

Circulation

HVAC

Gathering Space

Galleries

Thermal Mass

Public Pass Through

Rest rooms

Passive Solar Heat

Shopping

Retail

Geothermal Heated Floor



 

 

 

 



   

 

 

 

 

 





 



 Parking

Temporary Art 3000 FT2

Ticket 500 FT2

Mechanical Janitor Room Electrical Closet 2450 FT2 Closet 300 FT2 250 FT2

Existing Structure

Outdoor Space

Running History 3000 FT2 Lecture Hall 2770 FT2

Exhibition 5808 FT2

Shop 1303 FT2

Cafe 3461 FT2

Common Area 1000 FT2

Entry 500 FT2

Common 2400 FT2

Service 1264FT2

Storage 1300 FT2

Admin 100 FT2

Women 748FT2

Men 735 FT2



GP-101

     

 



 

 

 

 

Scheme 1 Radial

Scheme 2 Double Corridor

Scheme 3 Offset

Advantages

• Central Public Space

• Building Circulation

• Plaza Set Up

• Running Gallery Circulation

• Egress

• Street Line

• Site Circulation

• Retail to Common

• Gallery Proximity

Disadvantages

• Harsh Solar gain on Galleries

• Separation

• Egress?

• Separation

• Entry

• Attention to the Fort

• Site Circulation

• Lecture Room Noise

Program comparison

GP-102

Program Usage

      

  

gallery

  lecture

  

     



    

service

 

gallery

lecture

  retail

 

cafe rest room

rest room

    



   



     

GP-103 

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24



What Is Steel ?

Natural Mineral Ore

Product of Industry

Finished Usable Material

Concept Steel Overlook

Iron Ore

Rock

Machinery

Purification

Heat

Liquid

Limited Supply

Ecology

Footprint

Jobs

People

Scale

Emissions

Acid Rain

Dust

Global

Market

Standards

Science Technology

Strength

Machinable

Buildings

Tall

Strong

Glass

Recyclable

Building

Location

Rust

Tools

Handheld

Machinery

Strength

Accessories

Dinnerware

Jewelry

Cars

Fusion

CO2

Job loss

Power

Concrete

Guns

GC-101

Concept Imagery

Ecology















GC-102























Concept Energy



















































GC-103

Concept Models

GC-104





































Concept sketches

GC-105

Design Energy



























 









GD-101



Design Development













 















 

 

 

  

  

  

 

   

 

  

 

  

  

  

  

   

  

  

  

   

 

GD-102





Design Development

 



 

 



 

 

  



  

GD-103

    















Design Precedent

GD-104

Design Precedent

 

 

GD-105



Design Precedent



Earth tubes

Energy blanket ket

Robu u build ild en enve

Rainwater cistern Des essic Geoth

w we

Perme rme pavin

Resorative natural landscape

A Living Complex Production Greenhouses

Cent for Center Sustainable Landscapes usta The he e education, research and admini administration building is the signature project of Phase III of Phipps’ multiyear expansion. The center is part of the Living Building Challenge and, as a result, is being designed to exceed LEED — Leadership in Energy and Environmental Design — Platinum certiﬁcation, the highest standard for green buildings. It must have net zero energy consumption, with renewable sources providing all energy needs, and all water needs must be met with water captured, treated and managed on site.

Within a total of 36,000 square feet, the two-yearold production greenhouses include computer-controlled temperature, light and humidity levels that create 16 different growing environments. This enables Phipps to grow a wider variety of plants than the conservatory was able to do in its previous facilities. The greenhouses also include a quarantine area where new plants are kept until it has been determined that they are pest- and disease-free and therefore ready to be placed in existing gardens.

Original Conservatory

Tropical Forest Conservatory This section helped solidify Phipps’ commitment to green technology with its revolutionary heating-andcooling system. Passive cooling and heating techniques such as underground earth tubes, strategic use of single-pane and doublepane glass, and computerdriven ventilation and shading eliminated the need for less energy-efﬁcient mechanical systems. A new fuel cell also was installed to convert natural gas to electricity.

Courtesy of Phipps Conservatory and Botanical Gardens

Photovoltaic system

Opened in 1893, Phipps Conservatory was a gift to Pittsburgh from entrepreneur and philanthropist Henry Phipps. The steel and glass Victorian greenhouse cost $100,000 and was originally stocked with tropical plants from the Columbian Exposition in Chicago, which closed in November 1893. At the time, Phipps said he wanted to “erect something that will prove a source of instruction as well as pleasure to the people.”

GD-106

Design Precedent

 

 

GD-107

Design Precedent









GD-108

Civil Existing Site





 

Savannah college of art and design

Steel Museum

 



ARCH 405-406









Pittsburgh, Pa, USA







Studio V-VI Professor Bacha





Winter_Spring 2013











Bradley Nobbe

 

C-101



























Civil Proposed Site



 DN

Savannah college of art and design

 Service Entry

Steel Museum







Pittsburgh, Pa, USA





Main Entry

 

Parking Garage Entry



Existing Fort

ARCH 405-406 Studio V-VI Professor Bacha



Winter_Spring 2013

 Bradley Nobbe





C-102

Structural B-1

26' - 2 1/32"

27' - 4 13/16"

25' - 0 5/8"

21' - 1 3/32"

20' - 9 13/16"

35' - 11 21/32"

25' - 2 3/4"

43' - 6 25/32"

12 x 24 12 x 24

Savannah college of art and design

C 12 x 24

12 x 24 12 x 24

12 x

12 x 24

16' - 7 5/32"

Steel Museum

24 12 x 24

12 x 24

2 34' -

12 x

11/1

Pittsburgh, Pa, USA

12 x

x 24

12 x 24

24 12 x 12 x 24

12 x 24

24 12 x

x 24

12 x

12 x 24

12 x

12 x 24

12 x 24 12 x 24

24 12 x 24

12 x 24

12 x

12 x 24

24 12 x 24

x 24

12 x 24

x 24 12 x 24

12 x 24

24 24 12 x

G 9 17' -

12 x

12 x 24

3/16

12 x

24 12 x 24

12 x 24

12 x

24 12 x

12 x 24

ARCH 405-406

12 x

24 12 x

12 x 24

12 x 24 12 x 24

12 x

24 12 x

Studio V-VI

12 x 24

12 x

24 12 x

24 12 x 24

Professor Bacha

12 x

24 12 x

24 12 x 24

12 x

Winter_Spring 2013

12 x

24 12 x 24

12 x

12 x 24

24 12 x

24 12 x 24

12 x

12 x 24

24 12 x

24 12 x 24

20' - 2 15/16"

12 x

12 x 24

24 12 x

24 12 x 24

12 x

24 12 x

24 12 x 24

12 x 24

12 x

24 12 x

12 x

24 12 x

Bradley Nobbe

S-101

26' - 2 1/32"

27' - 4 13/16"

25' - 0 5/8"

21' - 1 3/32"

20' - 9 13/16"

35' - 11 21/32"

25' - 2 3/4"

Structural L-1

27' - 3 15/32"

W36X245 Obsolete

W12X26

43' - 6 25/32"

Savannah college of art and design

Steel Museum

16' - 7 5/32"

Pittsburgh, Pa, USA

UP 106' - 3 3/32"

ARCH 405-406

H UP

Studio V-VI Professor Bacha

Winter_Spring 2013

A 20' - 2 15/16"

Bradley Nobbe

S-102

Structural L-2

Savannah college of art and design

Steel Museum Pittsburgh, Pa, USA

ARCH 405-406 Studio V-VI Professor Bacha Winter_Spring 2013

Bradley Nobbe

S-103

Structural Axon

Savannah college of art and design

Steel Museum Pittsburgh, Pa, USA

ARCH 405-406 Studio V-VI Professor Bacha Winter_Spring 2013

Bradley Nobbe

S-104

Architectural Plan B-1

Savannah college of art and design

Steel Museum Pittsburgh, Pa, USA

ARCH 405-406 Studio V-VI Professor Bacha Winter_Spring 2013

Bradley Nobbe

A-101

Architectural Plan L-1

Storage

Savannah college of art and design

Steel Museum Pittsburgh, Pa, USA Gallery UP

Mechanical

UP UP UP

ARCH 405-406

Retail

Studio V-VI DN

Professor Bacha Winter_Spring 2013 Mens Restroom

Cafe

1 A-301

Womens Restroom

26' - 6 1/32"

28' - 2 13/16"

25' - 4 11/16"

21' - 7 1/2"

18' - 7 11/32"

37' - 9 3/8"

27' - 5 15/16"

29' - 6 7/16"

Bradley Nobbe

---

A-102

Architectural Plan L-2 DN

Savannah college of art and design

Steel Museum Pittsburgh, Pa, USA

DN DN

Lecture

Gallery DN

ARCH 405-406 Studio V-VI Professor Bacha Winter_Spring 2013

1 A-301

Bradley Nobbe

26' - 6 1/32"

A-103

28' - 2 13/16"

25' - 4 11/16"

21' - 7 1/2"

18' - 7 11/32"

37' - 9 3/8"

27' - 5 15/16"

29' - 6 7/16"

---

Architectural Bathroom Detail

Savannah college of art and design

Steel Museum Pittsburgh, Pa, USA

ARCH 405-406 Studio V-VI Professor Bacha Winter_Spring 2013

Mens Restroom Womens Restroom

Bradley Nobbe

A-104

Elevations East West

Savannah college of art and design

Steel Museum Pittsburgh, Pa, USA



ARCH 405-406 Studio V-VI Professor Bacha Winter_Spring 2013

Bradley Nobbe



A-201

Elevations North South

Savannah college of art and design

Steel Museum Pittsburgh, Pa, USA

South Elevation

ARCH 405-406 Studio V-VI Professor Bacha Winter_Spring 2013

Bradley Nobbe

North Elevation

A-202

Section Perspective North south

Savannah college of art and design

Steel Museum Pittsburgh, Pa, USA

ARCH 405-406 Studio V-VI Professor Bacha Winter_Spring 2013

Bradley Nobbe

A-301

Section Perspective East West

Savannah college of art and design

Steel Museum Pittsburgh, Pa, USA

ARCH 405-406 Studio V-VI Professor Bacha Winter_Spring 2013

Bradley Nobbe

A-302

Architectural Wall Section

Savannah college of art and design

Steel Museum Pittsburgh, Pa, USA

ARCH 405-406 Studio V-VI Professor Bacha

2 Winter_Spring 2013

Bradley Nobbe

A-303

Architectural Details

Drip Edge

Double Pane Glazing

Precast Wall

Membrane

Window Soffit

Insulation Layer

Paver / Shim

Bolt / Weld Connection

Loose-Laid Retention Tee

Concrete Structural Deck

Bolt Clip

Engineered Soil

Precast Wall

Raised PVC Floor

Concrete Structural Deck

Insulation Layer

Floor Raiser

Bolt / Weld Connection

HVAC Duct

Precast Wall Insulation Layer

Bolt Clip

Bolt / Weld Connection

Wide Flange

Bolt Clip

Square Section Steel Tube

Savannah college of art and design

Steel Museum Pittsburgh, Pa, USA

Paver / Shim Concrete Structural Deck Foundation

ARCH 405-406

Caisson Wide Flange

Studio V-VI

Square Section Steel Tube

Professor Bacha

Window Soffit

Detail 3

Double Pane Glazing

Detail 2

Detail 1

Winter_Spring 2013

Bradley Nobbe

A-304

Life Safety Codes

The University for Creative Careers ASSIGNMENT – BUILDING CODE ANALYSIS Student Name: Brad Nobbe Analysis Category Occupancy Group: (5 pts total) Chap. 3

The University for Creative Careers ARCHITECTURE DESIGN STUDIO VI ASSIGNMENT – BUILDING CODE ANALYSIS Student Names: Brad Nobbe

Required (2 pts) A-3

ARCHITECTURE DESIGN STUDIO VI

Provided Analysis Category Egress Requirements Comments (1 pt):

(2 pts) A-3

Required

Provided

Comments (1 pt): Rooms are further broken down to reduce the large occupancy load. Provision per IBC 2012 Table 1004.1.2 Exhibit Gallery maximum floor area allowance per occupant is 30 net. Construction Types: (22 pts total) Chap. 5 Savannah college of art and design

Travel Distances (3 pts) Section 1016 Comments (1 point):

Type II A (2 pts)

Building Stories: (2pts) Table 503

Floor Area: (2 pts) Table 503

15,500 sf

15,000 sf

Fire Resistance Ratings: (14 pts) Table 601 Structural Frame

1 hour(s)

Steel/concrete

Pittsburgh, Pa, USA

Exterior Bearing Walls

1 hour(s)

concrete

Interior Bearing Walls

1 hour(s)

Precast/steel

Exterior Non-bearing Walls

0 hour(s)

glazing

Interior Non-bearing Walls

0 hour(s)

glazing

Floor Construction

0 hour(s)

Beam concrete

Roof Construction

1 hour(s)

Beam concrete green roof

Professor Bacha Winter_Spring 2013

Bradley Nobbe

A-701

Fire Separation: (3 pts total) (1 pt) 0 distance = hrs (1 pt) 1 distance = hrs Table 602 Definition of Fire Separation (1 pt): The distance measured from the building face to one of the following: 1. The closest interior lot line; 2. To the centerline of a street, an alley or public way; or 3. To an imaginary line between two buildings on the property. The distance shall be measured at right angles from the face of the wall. Egress Requirements: (34 pts total) Chapter 10 Occupancy Load: (15 pts) SF/sq ft per person=Occupant Section 1004 Floor Area in sq. ft. per Person Load 1. Retail Café/Store 60 22 - 60 2. G 1 Exhibit

144

3. G 2 Exhibit

250

4. Parking Underground

200

5. Lecture Fixed # of seats Egress Width & # of Exits: (15 pts) Sections 1004,1005,1015,1019,1021. # of Exits / Egress Width 1. Retail Café/Store 1_4.4” – 2_12” 2_28.8”

2_480”

3. G 2 Exhibit

2_40”

2_”108”

4. Parking Underground

2_40”

2_96”

5. Lecture Fixed

2_50”

3_180”

Professor Bacha

ARCH_406

Stair #1

30 to 56 inches

44 inches

Stair #2

30 to 56 inches

56 inches

Stair #1

42 inches

Stair #2

42 inches

Exit Stair – Handrails (6 pts total) Section 1012 Stair #1

34” to 38” inches

38 inches

Stair #2

34” to 38” inches

38 inches

Exit Stair – Areas of Refuge (6 pts total) Section 1007.6 Stair #1

30 inches x 48 inches

60 inches x 48 inches

Stair #2 30 inches x 48 inches 156 inches x 120 inches Comments (1 pt): 12” extension hand rail ends hand rails must be 1.5” min from wall

# of Required Plumbing Fixtures (3 pts total) Table 2902.1 1. Rest Room Men 4 Water Closets 3 Lavatories Required 2. Rest Room Woman 8 Water Closets 3 Lavatories required 3. Water fountains 2 Required Total 1 Service Sink Zoning: (8 pts total) See Zoning files.

# of Exits / Egress Width 1_36”-2_108”

2. G 1 Exhibit

Exit Stair Requirements (25 pts total) Chapter 10 Exit Stair – Widths (6 pts total) Section 1005, 1007 & 1009

Exit Stair – Guards (6 pts total) Section 1013

Comments (2 pts):

Studio V-VI

(1 pt) 250’

Materials Observed

Steel Museum

ARCH 405-406

(1 pt) 250’

Spring 2013

Allowable Building Height in Stories

(1 pt) 4

(1 pt) 2

Exterior Building Materials

(1 pt) Steel Concrete (1 pt) 30 2 must be ADA 1 of those must be a van space

(1 pt) steel concrete

Parking

(1 pt) 40 provided 3 ADA

Zoning Type (1 pt): Park Assembley Comments (1 pt):

Professor Bacha

ARCH_406

Spring 2013

Life Safety B-1

Area of Refuge UP

180 '

-6

1/3 2"

Parking Garage

Savannah college of art and design

Occupancy 200

Steel Museum

7' -

59 /32 "

Pittsburgh, Pa, USA

ENCLOSED FIRE STAIR ONE TWO HOUR FIRE RATED WALLS 100 x 0.3= 30 REQ. EGRESS INCHES STAIR WIDTH 48 INCHES 1 REQUIRED AREA OF REFUGE PROVIDED WITH 2 30 x 48 AREAS OF REFUGE

Area of Refuge

ENCLOSED FIRE STAIR ONE TWO HOUR FIRE RATED WALLS 100 x 0.3 = 30 REQ. EGRESS INCHES STAIR WIDTH 56 INCHES 1 REQUIRED AREA OF REFUGE PROVIDED WITH 3 30 x 48 AREAS OF REFUGE

ARCH 405-406 Studio V-VI Total Travel Distance 220FT. Common Path of Travel 0 FT.

Professor Bacha Winter_Spring 2013

Total Travel Distance 220 FT. Common Path of Travel 0 FT.

Bradley Nobbe

A-702

Life Safety L-1

Total Travel Distance 250FT. Common Path of Travel 60 FT.

Storage Total Travel Distance 194 FT. Common Path of Travel 8 FT. Occupancy14

Savannah college of art and design Total Travel Distance 240FT. Common Path of Travel 50 FT.

35 / 8"

Gallery UP

ENCLOSED FIRE STAIR ONE TWO HOUR FIRE RATED WALLS 200 x 0.03 = 40 REQ. EGRESS INCHES STAIR WIDTH 48 INCHES NO REQUIRED AREA OF REFUGE

/8 " 03 '-1

Pittsburgh, Pa, USA

Total Travel Distance 210FT. Common Path of Travel 50 FT.

Steel Museum

Occupancy143

DN UP

Mechanical

Occupancy 10

EXIT DISCHARGE ONE OCCUOANCY LOAD: xx PEOPLE 200 x 0.2 = 40 REQ. EGRESS INCHES PROPOSED = 48 INCHES

25 4' -

10 "

EXIT DISCHARGE THREE OCCUOANCY LOAD: 200 PEOPLE 200 x 0.2 = 40 REQ. EGRESS INCHES PROPOSED = 48 INCHES Total Travel Distance 245FT. Common Path of Travel 50 FT.

UP UP

ARCH 405-406

37'

Retail Studio V-VI

UP Occupancy 22 239'

Professor Bacha

" 5/16 11 1 " 51' - 5

ENCLOSED FIRE STAIR ONE TWO HOUR FIRE RATED WALLS 100 x 0.3 = 30 REQ. EGRESS INCHES STAIR WIDTH 56 INCHES NO REQUIRED AREA OF REFUGE

Winter_Spring 2013

79 '

A-703

5/8 "

Mens Restroom Occupancy 60

Womens Restroom

Bradley Nobbe

-4

Cafe

EXIT DISCHARGE ONE OCCUOANCY LOAD: xx PEOPLE 200 x 0.2 = 40 REQ. EGRESS INCHES PROPOSED = 48 INCHES

Total Travel Distance 231FT. Common Path of Travel 70 FT.

Total Travel Distance 215 FT. Common Path of Travel 50 FT. 50Total Travel Distance 226 FT. Common Path of Travel 50 FT.

Life Safety L-2

EXIT DISCHARGE ONE OCCUOANCY LOAD: 113 PEOPLE 113 x 0.2 = 22.6 REQ. EGRESS INCHES PROPOSED = 36 INCHES

Savannah college of art and design

EXIT DISCHARGE ONE OCCUOANCY LOAD: 113 PEOPLE 113 x 0.2 = 22.6 REQ. EGRESS INCHES PROPOSED = 36 INCHES

EXIT DISCHARGE ONE OCCUOANCY LOAD: 113 PEOPLE 113 x 0.2 = 22.6 REQ. EGRESS INCHES PROPOSED = 62INCHES

Steel Museum 134'

/8" -75

' 74

-8

6" /1

Pittsburgh, Pa, USA

Gallery 12

Occupancy 251

ENCLOSED FIRE STAIR ONE TWO HOUR FIRE RATED WALLS 0 x 0.03 = 40 REQ. EGRESS INCHES STAIR WIDTH 48 INCHES NO REQUIRED AREA OF REFUGE

8' 17

-5

3' -

16 "

2" /3 21

DN DN DN

Total Travel Distance 140 FT. Common Path of Travel 0 FT.

ARCH 405-406

Studio V-VI

Total Travel Distance 72 FT. Common Path of Travel 8 FT. Occupancy 200

Professor Bacha Winter_Spring 2013

Lecture

Bradley Nobbe

A-703

Sustainability LEED Pittsburgh

Pittsburgh ranks 4th in the nation with 109 LEED rated buildings in their city. It is just nineteen less then Denver who has the most in the nation with 128 LEED rated buildings. Pittsburgh is well over the benchmark average which is 61. The city of Pittsburgh has enforced that every building that is going to be built in the city much achieve LEED status.

5 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12.

Phipps Conservatory Entry* PNC Fairmont Pittsburgh Arena Benedum Hall University of Pittsburgh Pittsburgh Glass Center David Lawrence Center PNC First Side Childrens Museum of Pittsburgh Point Park University Dance Complex L.L. Bean Senator John Hinze History Center Pittsburgh Opera

*Also attained Living Building Challenge status

A-801

Sustainability LEED Pittsburgh

A-802

Sustainability LEED_L.B.C.

LEED LEED is a voluntary, consensus-based tool which serves as a guideline and assessment mechanism for the Design, construction, and operation of high-performance, green buildings and neighborhoods. LEED rating Currently address commercial, institutional, and residential building types as well as neighborhood Development. LEED seeks to optimize the use of natural resources, promote regenerative and restorative strategies, Maximize the positive and minimize the negative environmental and human health impacts of the buildings industry, and provide high quality indoor environments for building occupants. LEED emphasizes integrated design, appropriate integration of existing technology, and use of state of the art strategies to advance expertise in green building and transform professional practice.

Living Building Challenge an EVOCATIVE GUIDE. By identifying an ideal and positioning that ideal as the indicator of success, the Challenge inspires project teams to reach decisions based on restorative principles instead of searching for ‘least common denominator’ solutions. This approach brings project teams closer to the objectives we are collectively working to achieve. a BEACON. With a goal to increase awareness, it is tackling critical environmental, social and economic problems, such as: the rise of persistent toxic chemicals; climate change; habitat loss; the collapse of domestic manufacturing; global trade imbalances; urban sprawl; and the lack of community distinctiveness.

A-803

a PERFORMANCE-BASED STANDARD. Decidedly not a checklist of best practices, the Challenge leads teams to embrace regional solutions and respond to a number of variables, including climate factors and cultural ch characteristics.

Site

Water

Energy

• Site selection involves looking forr a site that helps the density and connectivity of the community.

• Water reduction of 20% • Water efficient landscaping

• Systems must be regu ula ated from design to finish by one LEED professional.

• Land Redevelopment

• Innovative waste water technologies

• Minimum of 10% imprro ovement in energy use of building.

• Extra points for water reduction of 30%, 35%, and 40%

• Zero use of harmful reffrig gerants.

• Points for locating near public transportation • Storm water • Overall Site development

• 7 points for renewab ble e on n s it e 1-13%

• Heat Island Effect

• Use energy saving toolss to estimate cost.

• Light pollution reduction

• Project may only be developed on previously developed ground. • Can not build on habitat or within the 100 year flood plain. • Project must integrate agriculture opportunities scaled off the project FAR Calculation. • Each hectare of development must be set off by land off site set aside as perpetual habitat. • Project should connect to the community supporting a car free life style.

• 19 points from improv vin ng energ gy saving from 12-48%

• 100% of projects water must be supplied by capturing precipitation and appropriately purified for use. • 100 % of storm water and project water discharge must be used to fulfill projects needs. • The extra must be correctly released onto adjacent site at an acceptable time-scale surface flow.

gy y must be • 100% of projects energ produced by on site re en newable energy sources. This is measured on a net annual basis.

Sustainability LEED_L.B.C.

Material

User Environment

• Recyc cling on sitte

• Tobacco Smoke Conttrol

• Reu use of existiing building ele ements

• Mon nitor outdoor air use

• Consstructiion waste manag gement

• Extra ventilation n

• Matterial co ontent

• Low emitting materials

re euse e

and

recycled

• Reg gio onal materialls • Use of rapid d rene ewable mate erials • Certified wood d use

• Control off systems from thermal comfort to lighting.

• Regional importance

• 5 points for design innova ation.

• Must meet minimum FAR and occupancy rates

• Measurab ble environmental performance achieved. • Create a pilot credit.

environmental

• Reasonable site boundary • Minimum building area to site area ratio

• Use of daylight and views.

• Complies laws.

• Must ac ccount for tCO2e

• Entrie es must have exxternal and internal dirt control systems

• Ma ana age construction waste

• Hav ving a LEED D profession nal on your de esiign team.

• Must share building energy and water use data.

• Every space must hav ve operable window ws.

• Regional base ed from design to finished constrruction.

Extra Focus

• De esign off systems from thermall comfort to lig ghtin ng.

• Cannot con ntain an ny materials on th he given red liist of materials.

• Certified th hird party materia al use

Design Content

• Separate ventilation of mecha anical an nd service rooms. • Non smoking environment • Space e must be designed to nurture the human attraction of natural system ms and processes. Light and space, place based relationship, environmental features etc

• Project designed around d human scale not the scale of the automobile. • Limited surface parking • Limited streets and signage

with

environmental

• Must contain design features solely for human delight. • Educational materials on the operations and performance of the project

• Maximum distance allow wance forr facade openings • Maximum building footprint allowance for single use buildings. • Over achieve ADA stand dards • Fresh air and light consid deration

A-804

Sustainability LEED_L.B.C.



LEED 2009 for New Construction and Major Renovations Project Checklist 25 Y

Y y y y y y y y y

Sustainable Sites

1 5 1 6 1 3 2 1

Credit 1 Credit 2 Credit 3 Credit 4.1 Credit 4.2 Credit 4.3 Credit 4.4 Credit 5.1

1 1 1 1 1 10

Y y y y

Credit 6.2 Credit 7.1 Credit 7.2 Credit 8

Water Efficiency Prereq 1

4 2 4 28

Y Y Y y y

Credit 6.1

Credit 1 Credit 2 Credit 3

Prereq 2 Prereq 3 Credit 1 Credit 2 Credit 3 Credit 4 Credit 5

2 to 4 2 2 to 4

Possible Points: 35

Fundamental Commissioning of Building Energy Systems Minimum Energy Performance Fundamental Refrigerant Management Optimize Energy Performance On-Site Renewable Energy Enhanced Commissioning Enhanced Refrigerant Management Measurement and Verification Green Power

Credit 6

Materials and Resources

1 5 1 6 1 3 2 1 1 1 1 1 1 1

Possible Points: 10

Water Use Reduction—20% Reduction Water Efficient Landscaping Innovative Wastewater Technologies Water Use Reduction

Energy and Atmosphere Prereq 1

19 7

Construction Activity Pollution Prevention Site Selection Development Density and Community Connectivity Brownfield Redevelopment Alternative Transportation—Public Transportation Access Alternative Transportation—Bicycle Storage and Changing Rooms Alternative Transportation—Low-Emitting and Fuel-Efficient Vehicles Alternative Transportation—Parking Capacity Site Development—Protect or Restore Habitat Site Development—Maximize Open Space Stormwater Design—Quantity Control Stormwater Design—Quality Control Heat Island Effect—Non-roof Heat Island Effect—Roof Light Pollution Reduction

y y

2 2

Credit 4 Credit 5 Credit 6 Credit 7

13 Y Y y y

Prereq 1 Prereq 2

1 1

Credit 1 Credit 2 Credit 3.1 Credit 3.2

y uy y y y y y y y y y

1 1 1 1 1 1 1 1 1 1 1

Prereq 1 Credit 1.1 Credit 1.2

Credit 2 Credit 3

Recycled Content Regional Materials Rapidly Renewable Materials Certified Wood

Credit 4.1 Credit 4.2 Credit 4.3 Credit 4.4 Credit 5 Credit 6.1 Credit 6.2 Credit 7.1 Credit 7.2 Credit 8.1 Credit 8.2

Possible Points: 15

Minimum Indoor Air Quality Performance Environmental Tobacco Smoke (ETS) Control Outdoor Air Delivery Monitoring Increased Ventilation Construction IAQ Management Plan—During Construction Construction IAQ Management Plan—Before Occupancy Low-Emitting Materials—Adhesives and Sealants Low-Emitting Materials—Paints and Coatings Low-Emitting Materials—Flooring Systems Low-Emitting Materials—Composite Wood and Agrifiber Products Indoor Chemical and Pollutant Source Control Controllability of Systems—Lighting Controllability of Systems—Thermal Comfort Thermal Comfort—Design Thermal Comfort—Verification Daylight and Views—Daylight Daylight and Views—Views

Innovation and Design Process Credit 1.1

1 to 19 1 to 7 2 2 3 2

Credit 1.2 Credit 1.3 Credit 1.4 Credit 1.5 Credit 2

Innovation in Design: Specific Innovation in Design: Specific Innovation in Design: Specific Innovation in Design: Specific Innovation in Design: Specific LEED Accredited Professional

Title Title Title Title Title

Regional Priority Credits

Storage and Collection of Recyclables Building Reuse—Maintain Existing Walls, Floors, and Roof Building Reuse—Maintain 50% of Interior Non-Structural Elements Construction Waste Management Materials Reuse

Credit 1.2

1 to 3 1 1 to 2 1 to 2

Credit 1.3 Credit 1.4

Regional Priority: Regional Priority: Regional Priority: Regional Priority:

Specific Specific Specific Specific

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Possible Points: 6 1 1 1 1 1 1

Possible Points: 4

Possible Points: 14 Credit Credit Credit Credit

Total Certified 40 to 49 points

A-805

1 to 2 1 to 2 1 1

Indoor Environmental Quality

Credit 1.1

 

Materials and Resources, Continued

Possible Points: 26 Y

Prereq 1

Credit 5.2

y y y y y

Date



Project Name

1 1 1 1

Possible Points: 110 Silver 50 to 59 points

Gold 60 to 79 points

Platinum 80 to 110

  

         

         

  

  

                       

Sustainability Cost

4. Miscellaneous

PROJECT BUDGET AND BUILDING COST ANALYSIS Date (MM/DD/YYYY):

Student Name: Brad Nobbe

11/10/2012

Project Title:

SMOP

Location: Pittsburgh, PA

Building Function/Type:

Museum

Construction Type: New Structure

Description:

Park located Steel Museum for Pittsburgh

Comments

Advertising

(Sub-total)

Utility Connections

(Sub-total)

Building Permit

(Sub-total)

Inspection

(Sub-total)

Testing

(Sub-total)

Other Net Area = Gross Area = Efficiency Ratio =

28,100 Sq.ft. 30,000 Sq.ft.

Misc-A

$0.00

Misc-B

$0.00

Misc-C

$0.00

5. Contingencies $0

Cost Escalation Contingency

Construction Contingency

Other Contingencies

1. Site Acquisition Cost

Contingency-A

$0.00

Contingency-B

$0.00

$0 $0

Contingency-C

$0.00

6. Financing 2. Construction Cost

$ per sf

Sub-total Comments

Off-site const. work

(Sub-total)

On-site const. work

(Sub-total)

$250,000

Buiding Construction

(Sub-total)

$2,569,769

per square-foot

Basement

$0.00

per square-foot

Ground Floor-A

3,300

$110.93

per square-foot

Ground Floor-B

23,400

$80.50

per square-foot

Upper Floor-C

1,400

$112.32

per square-foot

Upper Floor-D

$110.93

per square-foot

Repeated Floor-E

$40.00

per square-foot

Repeated Floor-F

$0.00

Other Floor Area-G

$0.00

Comments

Subtotal of Financing Expenses

Total, Unadjusted Project Cost = II- COST FACTOR ADJUSTMENTS

$0 parking $366,069 office $1,883,700 retail, exhibition, lobby/public $157,248 residential per design $0 workshops $0 exterior workspace

Project Location ( Avg.= 1.0 Range= 0.5-1.5)

1.00 0.95

Subsurface/soil Conditions ( Avg.= 1.0 Range= 0.5-1.5)

1.00 1.25

Construction Type ( Avg.= 1.0 Range= 0.5-1.5)

1.00 0.00

Bldg. Complexity or Simplicity ( Avg.= 1.0 Range= 0.5-1.5)

1.00 0.00

Building Enclosure ( Avg.= 1.0 Range= 0.5-1.5)

1.00 0.00

Surface/Volume Ratio ( Avg.= 1.0 Range= 0.5-1.5)

1.00 0.00

Modular Design ( Avg.= 1.0 Range= 0.5-1.5)

1.00 0.00

Quality of Finishing ( Avg.= 1.0 Range= 0.5-1.5)

1.00 0.00

Comments

(Sub-total)

1 1

$0.00 $0.00

Architecture/Engineering

$0 $0

Adaptive Reuse/Value of Existing Structure

(Sub-total)

Special Item-A

(Sub-total)

Special Item-B

(Sub-total)

Special Item-C

(Sub-total)

$0.00

Service-B

$0.00

Service-C

$0.00

Winter_Spring 2013

$6,203,492 Comments

(Sub-total)

Comments

III- ADDITIONS AND SUBTRACTIONS Demolition and Site Preparation

Service-A

2.20

Studio V-VI Professor Bacha

1.00 0.00

3. Professional Services

$2,819,769

Variation

Labor Cost ( Avg.= 1.0 Range= 0.5-1.5)

Total Cost Factor Adjustments =

(Sub-total)

ARCH 405-406

Enter the project site purchase/acquisition cost at right

Soil Analysis

Pittsburgh, Pa, USA Comments

Bidding Contingency

I- INITIAL, UNADJUSTED COST

Surveys

Steel Museum

93.67%

Notes and Disclaimers: Italics indicate values that need to be input by the user for the current average cost; for example, use RSMeans national averages I- Initial, unadjusted cost is the average cost for each item in the USA at the time of estimate preperation date II- Cost factor Adjustments (below) will adjust cost based on your input for each factor. Use 1.0 for average conditions; Max=1.5; Min=0.5 III- Additions and Subtractions (below) account for estimated cost items specific to this project based on your input. Use zero if not applicable Life Cycle Cost (LCC) needs to include replacement and annual costs in addition to calculated initial costs. This is not an LCC Analysis. All numbers and factors are approximate assumptions for educational puposes only, not for professional construction estimate or use.

per square-foot

Savannah college of art and design

$100,000

Bradley Nobbe

$1,500,000 netzero $0

Sub-total Additions and Subtractions =

$1,600,000

Total, Adjusted Project Cost =

$10,623,261

A-806

Renderings exterior

A-901

Renderings exterior

Sav Savannah avann av annah ann ah college colleg col lege e of f art ar and a d design an desi desi sign gn

Steel S St teel Museum Museum Pittsburgh, P Pit Pi itts tsb sb s bu urgh, Pa, USA

ARC CH 405C -406 ARCH 405-406 Stu St tudio V-VI V--VI Studio Pr Prof Pro fessor Bacha Bacha Professor Win nte ter_ ter _Spring g 2013 Winter_Spring

Bra ra rad adl dle dle l yN Nobb obbe Bradley Nobbe

A-902 A -9 0 2

Renderings exterior

A-903

Renderings exterior

A-904

Renderings Interior

Savannah college of art and design

Steel Museum Pittsburgh, Pa, USA

ARCH 405-406 Studio V-VI Professor Bacha Winter_Spring 2013

Bradley Nobbe

I-901

Renderings Interior

Savannah college of art and design

Steel Museum Pittsburgh, Pa, USA

ARCH 405-406 Studio V-VI Professor Bacha Winter_Spring 2013

Bradley Nobbe

I-902

System Integration HVAC ZONES

Savannah college of art and design

Steel Museum Pittsburgh, Pa, USA

ARCH 405-406 Studio V-VI Professor Bacha Winter_Spring 2013

Bradley Nobbe

M-101

System Integration Digrams

Savannah college of art and design

Steel Museum Pittsburgh, Pa, USA





ARCH 405-406 Studio V-VI Professor Bacha Winter_Spring 2013

Bradley Nobbe





M-801

System Integration Section



 Savannah college of art and design

Steel Museum   

Pittsburgh, Pa, USA

ARCH 405-406



Studio V-VI Professor Bacha Winter_Spring 2013

   

Bradley Nobbe

M-802

System Integration daylight





Savannah college of art and design

Steel Museum Pittsburgh, Pa, USA

ARCH 405-406 Studio V-VI





Professor Bacha Winter_Spring 2013

Bradley Nobbe





M-803

Steel Museum of Pittsburgh Steel History

Wall Plane to Volume

Buried

Solar Collection

Fold and Open

Flare

Block and Release

Linear Surround

Tectonic Ribbon

1. Cafe 2. Gallery 3. Admin / Storage 4. MEP 5. Lecture

Axial Program Shift

6. Mens Rest Room 7. Womens Rest Room 8. Retail 9. Outdoors Area

4 3 5 2

7 6

Starting Mass

Sliced For Solar Gain and Water Collection

Rotated 5 For Optimum Solar Angle

Cut Pedestrian Circulation

Raised Programmatic Scale Response

Buried Climatic Response

Site Plan

Second Floor

First Floor

Section 1

Starting Mass

Sliced_Rotated

Roof/Program Variation

Materiels Cold Climate

EUI 148

EUI 131

EUI 102

EUI 87 Water Collection

West Elevation

Brad nobbe

Winter/spring 2013

arch 405/406

Professor Bacha

South Elevation

Steel Art Drip Edge Membrane Paver / Shim Loose-Laid Retention Tee Engineered Soil Concrete Structural Deck

Winter Solstice 9:00 PM

Precast Wall Insulation Layer Bolt / Weld Connection

Bolt Clip

Phipps Conservatory Ad-on The Design Alliance Architects

Holocaust History Museum Moshe Safdie

Wide Flange Square Section Steel Tube

Winter Solstice 3:00 PM

View From Mount Washington

Window Soffit

Detail 3

Double Pane Glazing

2 Double Pane Glazing Window Soffit

Equinox 3:00 PM

Paver / Shim Concrete Structural Deck Precast Wall

Phipps Conservatory Ad-on The Design Alliance Architects

Curno Public Library Archea Associati

Insulation Layer Bolt / Weld Connection Bolt Clip

Equinox 9:00 PM

Wide Flange Square Section Steel Tube

Detail 2

Summer Solstice 3:00 PM

Precast Wall Insulation Layer Bolt / Weld Connection

Structural Axon

Bolt Clip

Main Corridor

Raised PVC Floor Floor Raiser HVAC Duct

Paver / Shim Concrete Structural Deck

Section 2

Foundation Caisson

Detail 1 1

Lower Gallery

HVAC Zones / Geothermal

Day Light Collection

Green Roof / PV Potential Wall Section

East Elevation

North Elevation

Summer Solstice 9:00 PM

Steel Museum of Pittsburgh

Wall Plane to Volume

Starting Mass

Buried

Solar Collection

Sliced For Solar Gain and Water Collection

Fold and Open

Rotated 5 For Optimum Solar Angle

Flare

Block and Release

Cut Pedestrian Circulation

Linear Surround

Tectonic Ribbon

Raised Programmatic Scale Response

Axial Program Shift

Buried Climatic Response

Site Plan

Brad nobbe

Winter/spring 2013

arch 405/406

Professor Bacha

Steel History

1. Cafe 2. Gallery 3. Admin / Storage 4. MEP 5. Lecture 8

6. Mens Rest Room 7. Womens Rest Room 8. Retail 9. Outdoors Area 9 Phipps Conservatory Ad-on The Design Alliance Architects

Holocaust History Museum Moshe Safdie

Phipps Conservatory Ad-on The Design Alliance Architects

Curno Public Library Archea Associati

4 3 5 2

Second Floor

First Floor

Section 1

Section 2

Starting Mass

Sliced_Rotated

Roof/Program Variation

Materiels Cold Climate

EUI 148

EUI 131

EUI 102

EUI 87 Water Collection

West Elevation

South Elevation

HVAC Zones / Geothermal

Day Light Collection

Green Roof / PV Potential

Steel Art Drip Edge Membrane Paver / Shim Loose-Laid Retention Tee Engineered Soil Concrete Structural Deck

Winter Solstice 9:00 PM

Precast Wall Insulation Layer Bolt / Weld Connection Bolt Clip Wide Flange Square Section Steel Tube

Winter Solstice 3:00 PM

View From Mount Washington

Window Soffit

Detail 3

Double Pane Glazing

Double Pane Glazing Window Soffit

Equinox 3:00 PM

Paver / Shim Concrete Structural Deck Precast Wall

Insulation Layer Bolt / Weld Connection Bolt Clip

Equinox 9:00 PM

Wide Flange Square Section Steel Tube

Detail 2

Summer Solstice 3:00 PM

Precast Wall Insulation Layer Bolt / Weld Connection

Structural Axon

Bolt Clip

Main Corridor

Raised PVC Floor Floor Raiser HVAC Duct

Paver / Shim Concrete Structural Deck Foundation Caisson

Detail 1 1

Lower Gallery

Wall Section

East Elevation

North Elevation

Summer Solstice 9:00 PM