Arch portfolio 2016 issuu com 4print by Farhana Virk

A R C H I T E C T U R E - D E S I G N - P O R T F O L I O F

WORK EXPERIENCE

EDUCATION

SKILLS

REFERENCES

PIONEER HOMES|MAXXBUILDER

MASTER OF ARCHITECTURE

AUTO-CAD

RONALD HERZOG

Tucson, AZ June 2016 - October 2016

Assist general contractor in construction site visits and drawings. Keep track of project progress with photos and notes. Update architectural drawings and documents. Obtain zoning codes and approvals from authorized agencies.

SUBSTITUTE TEACHER Wayne, MI 2009- 2013

Monitored and motivated students to achieve their highest level of abilities. Implemented creative instructional methods and highly active planning left by the teacher.

HEALTHCARE ASSISTANT

The University of Arizona 2013 - 2016

B.A. OF HISTORY

The University of Michigan 2003 - 2007

REVIT 3D MAX+RHINO

AIA, LEED AP, EDAC Associate | Project Management E-mail: rherzog@hed.design

Phone: 248-262-1519

CHRISTOPHER DOMIN

CREATIVE ADOBE

Associate professor E-mail: cdomin@u.arizona.edu

GRAPHICS+PHOTOSHOP

PAUL REIMER

Phone: 520-621-6743

Lecturer E-mail: preimer@email.arizona.edu Phone: 520-6216753

MICHAEL KOTHKE

Architect | Lecturer E-mail: mkothke@email.arizona.edu Phone: 520-621-6744

Taylor, MI 2010- 2013

Assisted home health care office management in all administrative work. Made copies, answered phone calls, created and updated records and billings.

f a r h a n a . V i r k fvirk@email.arizona.edu 7 3 4 - 4 3 0 - 5 8 5 8

TABLE OF CONTENTS

GRAD. STUDENT HOUSING

UA SCIENCE CENTER & PLANETARIUM

2.1

CONSTRUCTION DOCUMENTS

ADOBE BRICK VAULT

PORTLAND, OR 2016

TUCSON, AZ 2015

(UA SCIENCE CENTER ... ) 2015

MATERIAL STUDY 2014

RIVERFRONT GRAD STUDENT HOUSING LOCATION: AREA: Studio Project

Portland, OR 28,000 SF 2016

GOALS Retreat Connection to environment and river Connection to public transportation, downtown, and campus Quality over quantity

PROJECT STATEMENT For my architectural proposal this project is an addition to the Oregon Health and Science University master plan a treat that lets them discover new structure as well as new relationships and connections with river ecology. The aim of this project is to have balance within internal and external natural demands. In order to separate the living units from public spaces the housing units are elevated on second and third floors. The ground level (1) is dedicated to public spaces such as a cafeâ&#x20AC;&#x2122;, laundromat and childcare. The first floor has vital public spaces and passage ways to provide warm, lighted, and sheltered meeting places against the dark and rainy nights. The interior courtyard opening creates maximum circulation offering natural light, vistas, and experiences.

SITE ANALYSIS The site is located between the Marquam bridge (I-5) and Tilikum Crossing (orange line), The Tilikum Crossing connects both east and west side of the Willametter river neighborhoods. The site is 1.4 miles south of downtown. Majority of students commute on bikes and public transportation. The new structure is designed based on student and environment needs.

Figures left to right: NE cafeâ&#x20AC;&#x2122; entry; housing unit; climate diagram; common area.

ADJACENCY MATRIX

Waterfront Cafe

SITE CLIMATE

Summer Solstic 68 Sunrise 5:24 am Sunset 9:00 pm

Summer Wind NW

Market

Main Entry

RIV P RA E KY R W

Visitors Serve. Office

Courtyard

Day Lighting

S IDG AN BR SE ISL SD RO

TOERR SPW

SW BOND AVE.

Summer Solstic 22 Sunrise 8:50 am Sunset 5:27 pm

NT LIE .)AM RGEN V Y(O DOA W SM

S RRT HUA SW

Studio C

Adjacent Must Have Nearby Not adjacent Not related

S EARK SBW

WILLAMETTE RIVER

AY KW IVERPAR R SW

Studio A Studio b

A ED RHI SSW

Laundry

ODS Summer Wind ST. WO S-SE

PERSPECTIVE PLAN

NORTH ELEVATION

PERSPECTIVE SECTION

5 12

KEY

Egress 1st. FL Lobby (housing only)

I-5

1st. FL Cafe’ 1st. FL Playground (childcare) 1st. FL Childcare 1st. FL Laundromate

Circulation

Key

2 Open to Below

1 Open to Below

Open to Below

River

Open to Below

River

Open to Below

4 4

Kitchen (common area) Street

Electronic (common study area)

Mechanical + Laundry Level 1

to Below Open to Below fl. LobbyOpen (housing only)

Street

LEVEL 11 2 Level 1 Level 1 Level Level VIEWS/CONNECTIONS

LEVEL 2

Level 2 Level 2

Level 2

Level 3

LEVEL 3 Level 3 Level 3

Egress

1st. fl. Playground (childcare)

1st. fl. Cafe’ 1st. fl. Cafe’

fl. Childcare

fl. Laundromat

fl. Lobby 1(housing fl. Lobby only) (housing only)

1st. fl. Playground 1st. fl. (childcare) Playground (childcare) st.

st.

fl. Childcare 1 fl. Childcare

Circulation

fl. Laundromat 1 fl. Laundromat

Roof Garden

Circulation Circulation Roof GardenRoof Garden

Balcony

Street

Key Egress

1st. fl. Cafe’ st.

Open to Below

Common Area

Key

Egress

1 DN

Open to Below

Living Area

CIRCULATION & EGRESS

1 Open to Below

Balcony 1 2

3 2

River

Roof Garden

Living area

Balcony

Common Area

Living area Living area

Kitchen (common area)

Electronic (common study area)

Mechanical + Laundry

1/16" = 1'-0"

Balcony

Common Common Area 1 Area

Kitchen 2 (common Kitchen area) (common area)

Electronic Electronic study (common area) study area) 3 (common

4 +Mechanical Mechanical Laundry + Laundry

1/16" = 1'-0" 1/16" = 1'-0"

405

RAISED ABOVE LIVING UNITS

I-405

I-26

10 7 4

I-26

I-5 THE WILLAMETTE RIVER CROSSING BRIDGES 1................................ Tilikum Bridge (2015) 2................................ Fremont Bridge (1973) 3.............................. Marquam Bridge (1666) 4............................... Morrison Bridge (1958) 5.............................. St. Johns Bridge (1931) 6.......................... Ross Island Bridge (1926) 7............................... Burnside Bridge (1926) 8.............................. Sellwood Bridge (1925) 9............................. Broadway Bridge (1913) 10................................... Steel Bridge (1912) Hawthome Bridge (1910) 11.......................... N. Elevation 12...... Burlington N. Railroad Bridge (1908) 1/16" = 1'-0"

CARRIES Public transportation only - transits, pedestrians, bicycles I-405 and US 30 - motor vehicles I-5 - motor vehicles Marrison Street - pedestrians, bicycles, motor vehicles US 30 - motor vehicles US 26 (Powell Boulevard) - pedestrians, bicycles, motor vehicles Burnside Street - pedestrians, bicycles, motor vehicles Tacoma St. - pedestrians, bicycles, motor vehicles Broadway st. - pedestrians, bicycles union, motor vehicles, streetcar Pacific Railways, pedestrians, bicycles, motor vehicles, transits, rail Madison Street - pedestrian, Bicycle, auto vehicles (busiest - carrying about 17,400 riders) BNSF Railway - railroad only (2 railroad tracks)

UA SCIENCE CENTER & PLANETARIUM LOCATION: AREA: Studio Project

Tucson, AZ 409,048 S.F. 2015

GOALS Public and Student friendly Planetarium visibility Connection to campus

PROJECT STATEMENT This project is designed to replace the existing Flandrau Science Center and Planetarium with a more successful piece of architecture. The requirements of this project are design to a public hub for many of the collections and research areas of the University of Arizona science museum. The objective were to create an interaction place for students and visitors. The planetarium is placed in the center of the building inspired by the universe, galaxies, and the mathematical proportionality of planets and stars. The harmony of spaces is presented within the makeup of the universe, presented in terms of form, shape and orientation. The underground museum gives visitors experience of learning and understanding of astronomical phenomena. The office spaces are separated from public spaces and are carefully placing on the north side of the structure for northern daylight, street, and parking access. The shop and restaurant is designed on the south side, along the university mall, next to main entrance. The required parking is located underground, below the museum space. A green roof protects from the intense heat of Arizona summers and provides an open space for the public to watch stars at nights. The sloping roof connects north with south creating vistas and experiential circulation. The underground museum has direct sunlight through its interior courtyard, which can be seen through the roof. Figures left to right: Main Entry (SW); NW corner; circulation diagram; Lobby; level 4 (mezzanine).

CIRCULATION DIAGRAM LEGEND N. CHERRY AVE. (PUBLIC TRANSPORTATION) E. UNIVERSITY BLVD. (UA CIRCULATION ONLY) MAIN ENTRY

E. HAWTHORNE ST. (PARKING ENTRY)

Scale 1’ = 1/16”

SOUTH ELEVATION

SECTION 1 up

Rain water harvesting: Cisterns collect and redistribute rain water

PLANETARIUM DETAIL

Green Roof E. Hawthorne St. E. Hawthorne St.

E. Hawthorne St.

Sidewalk

Sidewalk Sidewalk 1%

Sidewalk

3% 3%

345 SF

[No Slope]

[No Slope] [No Slope] [No Slope]

7% 7%

Office 4-5

292 SF

[No Slope]

UP UP

AH AH [No Slope]

Office 2-3

213 SF

UP UP

345 SF

[No Slope]

[No Slope] AH

430 SF Dead Space

[No Slope]

Insulated Steel Panels (Exterior Surface)

Dead Space

430 SF

[No Slope]

Dead Space

Conference Dead Space 430 SF

300 SF Conference

Conference

300 SF

Office 6-7 Classroom 1

Board Room 457 SF Board Room

457 SF

Classroom 2Conference

Office 6-7

350 SF Classroom 1

Classroom 2

457 SF

390 SF Classroom 2

328 SF

350 SF

446 SF Orentation / Seminar

328 SF

Conference Orentation / Seminar

446 SF

300SF SF 446

Office 6-7 Classroom 1 350 SF

Board Room

328 SF

Classroom 2 390 SF

Classroom 1

Office 6-7

Orentation / Seminar 446 SF

328 SF

Classroom 2

350 SF

Steel Framing

457 SF

300 SF

390 SF

Board Room

Orentation / Seminar 446 SF

390 SF

15%15%

350 SF

457 SF

Planetarium support (P.S.1)

15%

Planetarium support 591 SF (P.S.1)

Planetarium support (P.S.1)

591 SF

15%

Classroom 1

Board Room

Orentation / Seminar

328 SF Office 6-7

15%

430 SF

Insulated Steel Panels (Exterior Surface)

Planetarium support (P.S.1)

Foam insulation

591 SF

Planetarium support (P.S.1) 591 SF

P.S. 2 332 SF P.S. 2

P.S. 2

332 SF

P.S. 2 332 SF

332 SF

Finish Interior

NN Cherry Cherry Ave. Ave.

Foam insulation

N Cherry Ave.

P.S. 2

Finish Interior

8% 8%

Steel Framing

N Cherry Ave.

Adjacencies: 2-exits, main entry, lobby, planetarium media room, restrooms, cafe’, and shop.

UP 8% UP

Elevations

Seating: Scale 1’ = 1/16” 160 seats

292 SF

Office 1

Dead Space

345 SF

Office 4-5

UP UP

Dome: 27”- 9” radius with semi Geodesic dome above.

213 SF

8% 8% 8%

345 SF Office 4-5

292 SF

345 SF

Office 2-3

Office 1

UP Office 4-5

292 SF Office 2-3

Office 4-5

213 SF

292 SF

PLANETARIUM

Office 2-3

213 SF Office 1

Office 2-3

213 SF

8% Office 1

Office 1

Room

2424 SF Room

Room

2424 SF

Room

2424 SF

Room 2424 SF

UP UP

Coat 64 SF Coat

Coat

64 SF

Coat 64 SF

Coat

Back of the House/Receiving + Storage Back of the House/Receiving + 1810 SF Storage

Back of the House/Receiving + Storage

64 SF

Back of the House/Receiving + Storage 1810 SF

Back of the House/Receiving + Storage

335 SF

1810 SF

P.S.3 335 SF P.S.3

P.S.3

1810 SF

P.S.3 335 SF

Cooling Towers Cooling Towers

P.S.3 335 SF

Cooling Towers

Semi Geodesic Dome of planetarium protects the interior projection screen with insulated triangle steel panels, constructed carefully on site. The outer steel surface of the geodesic dome extends the material durability as well as provides weather projection. It could be assembled and disassembled easily. It could be designed in efficient ways by designing and redesigning in the factory using precise mathematical calculation.

Cooling Towers Cooling Towers Cafe Servery

Cafe'

Open Space: Launge 1988 SF Open Space: Launge

Open Space: Launge

1439 SF

488 SF

1988 SF

Cafe Servery

Cafe'

948 SF

488 SF

1439 SF

488 SF

948 SF Shop

Shop 948 SF

488 SF Cafe Servery

1439 SF Cafe'

Cafe Servery

Shop

1439 SF

Shop 948 SF

Open Space: Launge

Cafe Servery

Cafe'

1988 SF

488 SF

1439 SF

Open Space: Launge 1988 SF

Shop 948 SF

REF. REF.

OVENOVEN

REF. REF.

OVENOVEN Office

REF. REF.

OVENOVEN

REF. REF.

OVENOVEN

Office 262 SF Office REF. 262 SF

262 SF

REF.

Office 262 SF

LEVEL 3: (0’)

Level 3: GROUND Ground Floor (0’)FLOOR:

LOBBY, PLANETARIUM, OFFICE, CAFE’ E. University Blvd. E. University Blvd.

E. University Blvd.

Scale 1’ = 1/8”

E. University Blvd.

0% (No Slope )

HVAC

7% (Blind Slope)

UP 10%

Collection 5156 SF

Storage

18%

400 SF

W. Bathroom 207 SF

Office 8 169 SF

M. Bathroom 222 SF

Laboratories Parking 90 36595 SF

1597 SF

Dead Space (Ramp above)

Exhibit: Open Space 10156 SF

Level 2: Exhibit (-20’) Scale 1’ = 1/16”

SECTION 2

Level 1: Parking (-31’) Scale 1’ = 1/16”

UP DN

PASSIVE STRATEGIES & GREEN ROOF

Short wave radiation (light) transmitted through the glass

Passive Strategies

Cooling Towers Low-E Coating

Low-E Glass U-factor = 0.24 SHGC = 0.27 (27% of solar heat transmission) VT = 0.64 (64% of visible light transmission)

Green Roof Water Drainage path Cistern 35%

Long wave radiation (heat) reflected back into the space

Roof (42’)

Scale 1’ =glass 1/8” reflects the In Summer, Lowe-e sun’s heat away from the building. In winter, Low-e glass reflects interior warmth back into the building.

GREEN ROOF & RAIN WATER HARVESTING

u-factor = 0.24

VT = .064 (64% of visible light transmitted)

Why Low-E Glass?

Sloped Roof Application

The light absorbed by vegetation converts into heat energy, reducing energy cost. The green roof also moderates the temperature of the water and acts as a natural filter for any of the water that happens to run off.

Plants (e.g. Grass, Sedum)

Rain water harvesting: Cisterns collect and redistribute rain water

In summer, Low-E glass reflects the sun’s heat away from building.

Welded Structural Post and Face Plate Constraint Against Downward Force

In winter, Low-E glass reflects interior warmth back into building

(Courtesy of LiveRoof.com)

To reduce the storm-water on streets, the green roof water is stored in two cisterns, located at NW and SE corners, and then taken upRoof by the plants from (42’) Elevations Scale = 1/8” where it is returned to 1’the atmosphere Scale 1’ = 1/16” through transpiration and evaporation, decreasing stress on sewer systems at peak flow periods. During summer months green roof evaporation cycle reduces the URBAN HEAT ISLAND (UHI) effect.

Concrete east and west facade

SHGC = 0.27 (27% of solar heat transmitted)

35%

Water Drainage path

35%

Custom Cut Modules Against Steel Support Post Steel Support Post Steel Face Plate 1" Off Roof Deck

Roof Deck Slip Sheet Waterproofing Membrane Flashing Structural Steel

RCE SLOPE FO

Sloped Roof Application

Cooling Towers Water Drainage path Cistern 35%

Welded Structural Post and Face Plate Constraint Against Downward Force DN

(Courtesy of LiveRoof.com)

SLOPED ROOF APPLICATION

GREEN ROOF 71 71 Flasing

Custom Cut Modules Against Steel Support Post Steel Support Post Steel Face Plate 1" Off Roof Deck

Vapor Retarder

Angled Blocking

RCE SLOPE FO

Wind Blanket

Edge

Roof Deck Slip Sheet Waterproofing Membrane Flashing Conc. Paver Structural Steel

M3 Growth Mat. Irrigation (burried under) Separation Fabric

Vapor Retarder

Moisture Management Mat

H. Shading Pannels

Primary Membrane

Insulation

Recovery Board and/or Fabric Underlaymen Insulation

Steel Flange Sup.

10” Roof Deck (Concrete)

5’ - 0”

CONSTRUCTION DOCUMENTS (CD)

CD E. Speedway Blv.

Code Analysis Code Analysis

Code Analysis

E HawthorneBlvd. St. 1601 E University 1601 E University Blvd.

Project Information

Location Plan Plan Location Not to scale Not to scale

Location Plan Not to scale

Zoning Codes

1 WC PER 65 1 WC PER 125 TOTAL WC REQUIRED TOTAL WC PROVIDED 1 LAV PER 200 OCC TOTAL LAV REQUIRED TOTAL LAV PROVIDED

8 TOTAL WC PROVIDED ONE DRINKING FOUNTAIN PROVIDED PER FLOOR 708 OCCUPANTS +2 URINALS 354 MALE / 354 FEMALE 5.4 WC FEMALE ONE SERVICE SINK PROVIDED 2.8 WC MALE ONE65 DRINKING FOUNTAIN PROVIDED 1 WC PER 5.4 WC FEMALEPER FLOOR 1 WC PER 125 2.8 WC MALE 9 SERVICE SINK PROVIDED 9 TOTALONE WC REQUIRED 8 8 +2 URINALSTOTAL WC PROVIDED +2 URINALS

3.5 4 6

Lydia Hreniuc 2563 E Prince Road

Electrical Engineer: Tucson, AZ 85719 Lydia Hreniuc 2563 E Prince(623) Road 330-5364 Tucson, AZ 85719 (623) 330-5364 Project Number 2015S Project Number 2015S Date February 14, 2015 Date February 14, 2015 Student Farhana Virk Student Farhana Virk Course ARC 541 Course ARC 541

2015S 2015S February 14, February 2015 14, 2015 Farhana Virk Farhana Virk 541 Date Comments ARC

Project Project Number Date

Date

Student

No.

Course

Number

Student

No.

Course

No.

ARC 541 Date

Comments

No.

Date

Comments

Preliminary Preliminary Not for construction Not for construction Preliminary Not for construction

UA Science UAPreliminary Science Center Not Center for construction UA Science Center Paper Architects Ltd. Paper Tucson, AZ

Architects Ltd.

UA Science Paper Architects Ltd. A000 Center A000 General Info. A000 Tucson, AZ

Tucson, AZ General Info.

Scale

1" = 200'-0"

Scale

Diagrams: Egress 1' = 1/32"

ONE DRINKING FOUNTAIN PROVIDED PER FLOOR

Diagrams: Egress 1' = 1/32"

General Info.

Paper Architects Ltd. 1" = 200'-0"

Scale

Tucson, AZ

ONE SERVICE SINK PROVIDED

LEVEL TWO: 708 OCCUPANTS 354 MALE / 354 FEMALE 1 WC PER 65 1 WC PER 125 TOTAL WC REQUIRED TOTAL WC PROVIDED

4545Electrical E 5th Ave. Electrical Engineer: Engineer: Lydia Hreniuc Tucson, LydiaAZ Hreniuc 2563 E Prince Road Mechanical Engineer: 2563 E Prince Road (480) 204-1915 Tucson,Garney AZ 85719 Charles & Tucson, Josh Pentland AZ 85719 (623) 330-5364 4545 E 5th Ave. (623) 330-5364 Tucson, AZ (480) 204-1915Electrical Engineer:

Diagrams: Egress

A000

1' = 1/32"

5.4 WC FEMALE 2.8 WC MALE 9 8 +2 URINALS

General Info.

Scale

ONE DRINKING FOUNTAIN PROVIDED PER FLOOR ONE SERVICE SINK PROVIDED

Diagrams: Egress 1' = 1/32"

5/18/2015 1:43:31 PM

46'-00"

Tucson, AZ 85719

Mechanical Engineer: Mechanical Engineer: Phone Charles Garney &Charles Josh Pentland Garney & Josh Pentland Civil Engineer: 4545 E 5th Ave. 4545 E 5th Ave. Mahmood Tucson, AZAl Musawi Tucson, AZ 3636 Stone Ave. (480) 204-1915 (480) 204-1915 Mechanical Engineer: Tucson, AZ 85719 Phone Charles Garney & Josh Pentland

1" = 200'-0"

5/18/2015 1:43:31 PM

Actual 25'-06" 25'-00" 25'-11" 35'-03"

Contractor: Kuchin Contractor: Zack Zack Kuchin Zack Kuchin 4585 4th4th Street 4585 Street 4585 4th Street Tucson, AZAZ85719 Tucson, 85719 Tucson, AZ 85719 (978)-886-2577 (978)-886-2577 Owner: (978)-886-2577 The University of Arizona Tucson, AZ 85721 Structural Engieneer: (520) 621-5130 Structural Engieneer: Structural Engieneer: Andrew CooK & Trevor Cordivari Andrew CooKAndrew & TrevorCooK Cordivari & Trevor 1212 E Speedway Blvd. Cordivari 1212 E Speedway Blvd. 1212 E Speedway Blvd. Tucson, AZ Contractor: Tucson, AZ (610) 733-7097 Zack Tucson, AZ (610) Kuchin 733-7097 4585 4th Street (610) 733-7097 Tucson, AZ 85719 Landscape Architect: (978)-886-2577 Landscape Architect: Corrie Sprague Wilcox & Parker Sprague Corrie Wilcox & Parker Architect: 5656 E Grant Road 5656 E GrantLandscape Road StructuralAZ Engieneer: Tucson, AZ & Parker Sprague Corrie Wilcox Tucson, Andrew CooK5656 & (623) Trevor Cordivari 330-5364 E Grant Road (623) 330-5364 1212 E Speedway Blvd. Tucson, AZ Tucson, AZ (623) 330-5364 (610) 733-7097 Civil Engineer: Civil Engineer: Mahmood Al Musawi Mahmood Al Musawi 3636 Stone Architect: Ave. 3636 Stone Ave. Landscape Tucson, AZ 85719 Tucson, AZ 85719 Civil Engineer: Corrie Wilcox & Parker Sprague Phone Al Musawi Phone 5656 E GrantMahmood Road Tucson, AZ 3636 Stone Ave. (623) 330-5364

5/18/2015 1:43:31 PM 5/18/2015 1:43:31 PM

ces

E Hawthorne St. E Hawthorne St.

E Hawthorne St.

E University 1601 E1601 University Blvd. Blvd.

ProjectInformation Information Project

Zoning ZoningCodes Codes

E. Speedway Blv.

N. Campbell Ave.

Contractor:

N. Campbell Ave.

General Notes

Owner: Tucson, AZ 85721 Owner: The University of Arizona (520) 621-5130 The University of Tucson, Arizona AZ 85721 Tucson, AZ 85721 (520) 621-5130 (520) 621-5130

N. CampbellN.Ave. Campbell Ave.

Sheet Index

Owner: The University of Arizona

E. Speedway Blv. E. Speedway Blv.

N Cherry Ave

Code Analysis

General Notes General Notes

N Cherry Ave N Cherry Ave

Sheet Index Sheet Index

N Cherry Ave

General Notes

1. THE CONTRACTOR SHAlL EXAMINE AND BECOME THE UNIVERSITY HAS ADOPTED THE 2012 INTERNATIONAL A 000 WITH General Info. THE UNIVERSITY SHAlL FAMILIAR ALL CONTRACT DOCUMENTS IN THEIR 1. THE CONTRACTOR SUITE OFEXAMINE CODES AND ANDBECOME 2011 NATIONAL ELECTRIC CODE AS HAS ADOPTED THE 2012 INTERNATIONAL A 000 General Info. Site Plan A 100 1. THE CONTRACTOR SHAlL EXAMINE AND BECOME THE UNIVERSITY HAS ADOPTED THE 2012 INTERNATIONAL SUITEAND OF CODES AND 2011 NATIONAL ELECTRIC CODE AS FAMILIAR WITH ALL CONTRACT DOCUMENTS IN THEIR ENTIRETY. SURVEY THE PROJECT DESIGN CRITERIA FOR ALL NEW CONSTRUCTION A 100 SiteFloor Plan Plan A 101 1 (Parking) FAMILIAR WITH ALL CONTRACT DOCUMENTS IN THEIR SUITE DESIGN OF CODES AND 2011 NATIONAL CODE ASAND ENTIRETY. SURVEY THE PROJECT CRITERIA FOR ALL NEWELECTRIC CONSTRUCTION AND FAMILIAR RENOVATION PROJECTS. A 101 Floor PlanPlan 1 (Parking) Floor 2 WITH TH EEXISTING CONDITIONS ABECOME 102 ENTIRETY. SURVEY THE PROJECT DESIGN CRITERIA FOR ALL NEW CONSTRUCTION AND AND BECOME FAMILIAR WITH TH EEXISTING CONDITIONS RENOVATION PROJECTS. A 102 Floor Plan 2 3 (Ground) AND OF WORK. ALL COSTS SUBMITTED SHAlLAND BEAND ASCOPE 103 Floor Plan BECOME FAMILIAR WITHALL THCOSTS EEXISTING CONDITIONS RENOVATION PROJECTS. SCOPE OF WORK. SUBMITTED SHAlL BE A 103 Floor Plan 3 (Ground) Floor Plan 4 A 104ON THOROUGH ANDBASED SCOPEON OF THOROUGH WORK. ALL INTERNATIONAL COSTS SUBMITTED SHAlL BE BASED 2012 FIRE CODE 2012 INTERNATIONAL FIRE CODE A 104 Floor Plan 4 A 200LEDGE Elevation-North + South BASED ON THOROUGH FIRE CODE KNOWOF ALL WORK AND MA TER! 2012 2012 INTERNATIONAL BUILDING CODE KNOWLEDGE OF ALL INTERNATIONAL WORK AND MA TER!BUILDING CODE 2012 INTERNATIONAL A 200 Elevation-North + South A 201 Elevation-East + West KNOWLEDGE OF ALL WORK AND MA TER! 2012 INTERNATIONAL BUILDING CODE 2012 INTERNATIONAL MECHANICAL CODE ALSREQUIRED. ANYDlSCREPANCYANDfOR 2012 INTERNATIONAL MECHANICAL CODE ALSREQUIRED. ANYDlSCREPANCYANDfOR A 201 Elevation-East A 301 Section 1 + West ALSREQUIRED. ANYDlSCREPANCYANDfOR 2012 INTERNATIONAL MECHANICAL CODE 2012 INTERNATIONAL PLUMBING CODE UNCERTAINTYAS TO WHAT MA TERIAlOR PRODUCT IS TO A 301 Section 1TO 2012 INTERNATIONAL PLUMBING CODE 2012 INTERNATIONAL UNCERTAINTYAS TO A 302 Section 2 WHAT MA TERIAlOR PRODUCT IS UNCERTAINTYAS TO WHAT MA TERIAlOR IS TO PLUMBING CODE BE USED SHOULo BE VERIFIED WITHPRODUCT THE OWNER OR 2012 INTERNATIONAL FUEL GAS CODE A 302 Section 2 3 Section A 303 SHOULo BEA BE VERIFIED WITH THE OWNER OR 2012 INTERNATIONAL FUEL A USED 000 General Info. BETHE USED SHOULo BE SHAlL VERIFIED WITH THE OR GAS CODE 2012 INTERNATIONAL GAS THE CODE 1. CONTRACTOR EXAMINE AND OWNER BECOME THE UNIVERSITY HAS FUEL ADOPTED 2012 INTERNATIONAL ARCHITECT. 2012 INTERNATIONAL RESIDENTIAL CODE 303 Section 3 A 304 A 100 SiteSection Plan 4 ARCHITECT. 2012 CODE 2012 INTERNATIONAL RESIDENTIAL CODE ARCHITECT. FAMILIAR WITH ALL CONTRACT DOCUMENTS IN THEIR SUITEINTERNATIONAL OF CODES ANDRESIDENTIAL 2011 NATIONAL ELECTRIC CODE AS A 304 Section 4 2011 NATIONAL ELECTRIC CODE 2. ALL CONSTRUCTION SHALL COMPLY WITH ALL A 305 Section A 101 Floor Plan 15(Parking) 2. ALL CONSTRUCTION SHALL COMPLY WITH ALL 2011 NATIONAL ELECTRIC ENTIRETY. SURVEY THE PROJECT DESIGN CRITERIA FOR ALLCODE NEW CONSTRUCTION AND A 305CONSTRUCTION Section 5 2011 NATIONAL ELECTRIC 2. ALL SHALL COMPLY WITH ALL APPLICABLE FEDERAl, LOCAl, AND STATE CODESCODE AND Egress Details A 400 A 400 102 Floor Plan 2 APPLICABLE FEDERAl, LOCAl, STATE CODES AND ANDAMENDMENTS BECOME FAMILIAR WITHAND TH EEXISTING CONDITIONS RENOVATION PROJECTS. Egress Details A AMENDMENTS: APPLICABLE FEDERAl, LOCAl, AND STATE CODES AND Bathroom Details A 401 A 103 Floor Plan 3 (Ground) AMENDMENTS AMENDMENTS: AND3.SCOPE OF WORK WORK.AND ALL COSTS SUBMITTED SHAlL BE Bathroom Details A 401 ALL SITE LANDSCAPING REFER TO PLANNING DESIGN + CONSTRUCTION WEBSITE: AMENDMENTS A 402 104 Floor Plan 4 HVAC A 402 3. ALL SITE ANDAMENDMENTS: LANDSCAPING IS TO IS BETO BE REFER TO PLANNING DESIGN + CONSTRUCTION WEBSITE: BASED ON WORK THOROUGH 2012 INTERNATIONAL FIRE CODE HVAC A ESTABLISHED AND DESIGNED BY CIVIL ANDDESIGN LANDSCAPE http://www.pdc.arizona.edu/workwithua/dss/ Reflected Ceiling Plan A 403 200 Elevation-North +Plan South A 403 ESTABLISHED DESIGNED BY AND LANDSCAPE http://www.pdc.arizona.edu/workwithua/dss/ REFER TOCIVIL PLANNING + CONSTRUCTION WEBSITE:BUILDING CODE 3. ALL SITE WORK AND LANDSCAPING IS TO BE Reflected Ceiling 3 3 KNOWLEDGEAND OF ALL WORK AND MA TER! 2012 INTERNATIONAL A 2011 NEC-UA 28MAY13.PDF ARCHITECT. Green Roof Details A Elevation-East + West A 404 ARCHITECT. 2011 28MAY13.PDF Green Roof Details A 201 404 ALSREQUIRED. ANYDlSCREPANCYANDfOR 2012 NEC-UA INTERNATIONAL MECHANICAL CODE ESTABLISHED AND DESIGNED BY CIVIL AND LANDSCAPE http://www.pdc.arizona.edu/workwithua/dss/ 2012 IBC-UA -28MAY13.PDF 4. THE CONTRACTOR BE SOlELY RESPONSIBLE A 301 Section 1 Wall Details A 405 4. THE CONTRACTOR SHAllSHAll BE RESPONSIBLE 2012 -28MAY13.PDF Wall Details UNCERTAINTYAS TO WHAT MASOlELY TERIAlOR PRODUCT IS TO 2012 IBC-UA INTERNATIONAL PLUMBING CODE A 405 2011MEANS, NEC-UA 28MAY13.PDF ARCHITECT. 2012 IFC-UA -28MAY13.PDF FOR CONSTRUCTION METHODS, TECHNIQUES, A 302 Section 2 FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, 2012 IFC-UA -28MAY13.PDF BE USED SHOULo BE VERIFIED WITH THE OWNER OR 2012 INTERNATIONAL FUEL GAS CODE 2012 IBC-UA -28MAY13.PDF 4. THE SHAll BE SOlELY RESPONSIBLESEQUENCES, A 303 CONTRACTOR Section 3 2012 IFGC-UA -28MAY13.PDF SEQUENCES, AND PROCEDURES 2012 -28MAY13.PDF ARCHITECT. AND PROCEDURES 2012 IFGC-UA INTERNATIONAL RESIDENTIAL CODE A 304 Section 4 REQUIRED EXECUTION AND COMPLETION 2012 IMC-UA -28MAY13.PDF 2012 IFC-UA -28MAY13.PDF FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, REQUIRED FOR FOR SAFESAFE EXECUTION AND COMPLETION 2012 IMC-UA -28MAY13.PDF 2. ALL CONSTRUCTION SHALL COMPLY WITH ALL 2011 NATIONAL ELECTRIC CODE A 305 Section 5 OFWORK, AND INITIATING, MAINTAINING AND 2012 IPC-UA - 28MAY13.PDF OFWORK, AND FOR FOR INITIATING, MAINTAINING ANDAND 2012 IPC-UA - 28MAY13.PDF 2012 IFGC-UA -28MAY13.PDF SEQUENCES, AND PROCEDURES APPLICABLE FEDERAl, LOCAl, AND STATE CODES Egress Details A 400 SUPERVISING AlL SAFETY PRECAUTIONS SUPERVISING AlL SAFETY AMENDMENTS: 2012PRECAUTIONS IMC-UA -28MAY13.PDF REQUIRED FOR SAFE EXECUTION AND COMPLETIONAMENDMENTS Bathroom Details A 401 1 OCCUPANCY GROUP+ CONSTRUCTION WEBSITE: AND PROGRAMS IN CONNECTION WIlli THE WORK. . . . 1 OCCUPANCY GROUP AND PROGRAMS IN CONNECTION WIlli THE WORK. . . . ALL SITE WORK AND2012 LANDSCAPING IS TO BE REFER TO PLANNING DESIGN HVAC A 402 IPC-UA 28MAY13.PDF OFWORK, AND FOR INITIATING, MAINTAINING AND 3. IBC TABLE 1004.1.1 5. ANY ERRORS, OMISSIONS OR-INCONSISTENCIES 5. ANY ERRORS, OMISSIONS OR ON ON IBC TABLE 1004.1.1 ESTABLISHED AND DESIGNED BYINCONSISTENCIES CIVIL AND LANDSCAPE http://www.pdc.arizona.edu/workwithua/dss/ Reflected Ceiling Plan 3 A 403 SUPERVISING AlL SAFETY PRECAUTIONS A-3 ASSEMBLY THESE DRAWINGS OR VARIATIONS ANY VARIATIONS OR AMBIGUITIES – GALERY (UNCONCENTRATED THESE DRAWINGS OR ANY OR AMBIGUITIES A-3 ASSEMBLY – GALERY (UNCONCENTRATED TABLESTABLES ARCHITECT. 2011 NEC-UA 28MAY13.PDF Green Roof Details A 404 BETWEEN THESE AND CHAIRS) CHAIRS) 1DRAWINGS OCCUPANCY GROUP AND PROGRAMS IN CONNECTION WIlli THE WORK. . . 4. . THE BETWEEN THESE DRAWINGS AND CONTRACTOR SHAll BE SOlELY RESPONSIBLE 2012 IBC-UA -28MAY13.PDF Wall Details A Project 405 Location: Location: Project BUSINESS B ACTUAL AND CONSTRUCTION CONDITIONS ANDAND ACTUAL SITE SITE AND CONSTRUCTION CONDITIONS B BUSINESS IBC TABLE 1004.1.1 5. ANY ERRORS, OMISSIONS OR INCONSISTENCIES ON FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, 2012 IFC-UA -28MAY13.PDF The University of Arizona The University of Arizona LEVEL ONE LEVEL ONETABLES AND/OR REQUIREMENTS SHALL BE BROUGHT TO THE AND/OR REQUIREMENTS BE BROUGHT TO THE SEQUENCES, AND PROCEDURES 2012 IFGC-UA -28MAY13.PDF A-3SHALL ASSEMBLY – GALERY (UNCONCENTRATED THESE DRAWINGS Tucson, AZAZ 85718 Tucson, 85718 OR ANY VARIATIONS OR AMBIGUITIES ATTENTION OF THE IN AND Parking 200 SF 200 (IBC)SF (IBC) ATTENTION OF ARCHITECT THE ARCHITECT INCOMPLETION Parking REQUIRED FOR SAFE EXECUTION 2012 IMC-UA -28MAY13.PDF AND CHAIRS) BETWEEN THESE DRAWINGS WRITING,IMMEDIATElY. 39205.65/200 = 196.02825 OCCUPANTS WRITING,IMMEDIATElY. 39205.65/200 = 196.02825 OCCUPANTS 2012 IPC-UA - 28MAY13.PDF OFWORK, AND FOR INITIATING, MAINTAINING AND Building/Zoning Department BDISCREPANCY BUSINESS AND ACTUAL SITE AND CONSTRUCTION CONDITIONS6. Building/Zoning Department TOTAL TOTAL OCCUPANTS = 196 = 196 IN6. THE EVENT DISCREPANCY IS FOUND IN THE OCCUPANTS IN THE EVENT A IS FOUND IN THE SUPERVISING AlLASAFETY PRECAUTIONS City of Tucson, AZ AZ City ofREQUIREMENTS Tucson, LEVEL TWO TWO CONTRACT DOCUMENTS, THE ONE OWNER ANDWORK. ARCHITECT LEVEL AND/OR SHALL BE BROUGHT TO THE LEVEL DOCUMENTS, THE OWNER AND ARCHITECT 1 OCCUPANCY GROUP ANDCONTRACT PROGRAMS IN CONNECTION WIlli THE ... SHAlL BE NOTIFIED IMMEDIATELY. Gallery Gallery 30 NET 30 (IBC) NET (IBC) SHAlL BE NOTIFIED IMMEDIATELY. IBC TABLE 1004.1.1 5. ANY ERRORS, OMISSIONS OR INCONSISTENCIES ATTENTION OF THE ARCHITECT IN Parking 200 SFON(IBC) TaxTax Parcel I.D I.D Number Parcel Number 7. CONTRACTOR SHAll VERIFY ALL DIMENSIONS IN THEIN THE 20567.48/30 = 685.58= OCCUPANTS 7. CONTRACTOR SHAll VERIFY ALL DIMENSIONS 20567.48/30 685.58 OCCUPANTS A-3 ASSEMBLY – GALERY (UNCONCENTRATED TABLES THESE DRAWINGS OR ANY VARIATIONS OR AMBIGUITIES WRITING,IMMEDIATElY. 39205.65/200 = 196.02825 OCCUPANTS 113-03-0039A 113-03-0039A FIELD ANDTHESE NOTIFY THE ARCHITECT OF ANY BUSINESS (OFFICE) 100 GSF100 GSF AND CHAIRS) BETWEEN DRAWINGS FIELD AND NOTIFY THE ARCHITECT OF OCCUPANTS ANY BUSINESS (OFFICE) TOTAL = 196 6.Project IN THE EVENT A DISCREPANCY IS FOUND IN THE DISCREPANCIES Location: TO TO = 1.5 = 1.5 B BUSINESS 150/100150/100 ANDDISCREPANCIES ACTUAL SITEPRIOR ANDPRIOR CONSTRUCTION CONDITIONS Legal Description: LEVEL TWO CONTRACT DOCUMENTS, THE OWNER AND ARCHITECT The University of Arizona CONSTRUCTION. 300 GROSS (IBC) (IBC) Legal Description: LEVEL ONE STORAGE AND/OR REQUIREMENTS SHALL BE BROUGHT TO THE CONSTRUCTION. STORAGE 300 GROSS Located the northwest o 1/4 of of Tucson, AZNOTIFIED 85718 8. CD1\JTRACTORSHAll VERIFY ALL 4200 = 14 OCCUPANTS Located in the northwest o 1/4 SHAlL BEin IMMEDIATELY. Gallery 30 NET AT (IBC)AT ATTENTION OF THE ARCHITECT IN MEASUREMENTS Parking 200SF/300 SF (IBC) 4200 SF/300 = 14 OCCUPANTS 8. CD1\JTRACTORSHAll VERIFY ALL MEASUREMENTS section 30.30. T. 13 S. R 14E. A portion TOTAL OCCUPANTS = 701 = 701 SITE AND BE RESPONSIBLE FOR ACCURACY AND section T. 13 S. R 14E. A portion WRITING,IMMEDIATElY. 39205.65/200 = 196.02825 OCCUPANTS TOTAL OCCUPANTS 7.ofCONTRACTOR SHAll VERIFY ALL DIMENSIONS IN THE SITE AND BE RESPONSIBLE FOR ACCURACY AND = 685.58 OCCUPANTS 20567.48/30 lot 7. "Catalina Subdivision No.2. Building/Zoning Department LEVEL LEVEL THREE CORRECTNESS SAME. of lot 7. "Catalina Subdivision No.2. TOTAL OCCUPANTS = 196 6. INCORRECTNESS THE EVENTOF A DISCREPANCY FOUND IN THE THREE OF SAME. ISBUSINESS FIELD AND NOTIFY THE ARCHITECT OF ANY (OFFICE) 100 GSF City of Tucson, AZ 9. CONTRACTOR SHAlLCOORDINATE HIS WORKWllH ALL ALL 15 GSF 15 / OCCUPANT = LEVEL TWOASSEMBLY CONTRACT DOCUMENTS, THE OWNER AND ARCHITECT 9. CONTRACTOR SHAlLCOORDINATE HIS WORKWllH GSF / OCCUPANT = ASSEMBLY DISCREPANCIES PRIOR TO 150/100 = 1.5 OTHER TRADES. NOTIFY ARCHITECT OF ANY SF / 15 SF = 160.93 SHAlL BE NOTIFIED IMMEDIATELY. Gallery2,414 30 NET (IBC) OTHER TRADES. NOTIFY ARCHITECT OF ANY 2,414 / 15 =OCCUPANTS 160.93 OCCUPANTS CONSTRUCTION. STORAGE IN 300 GROSS (IBC) Tax Parcel I.D Number DISCREPANCIES PRIOR TO BUSINESS: GSF100 /OCCUPANTS OCCUPANT= 7. CONTRACTOR SHAllPRIOR VERIFY ALL DIMENSIONS THE 20567.48/30 = 685.58 DISCREPANCIES TO BUSINESS:100 GSF / OCCUPANT= 113-03-0039A CONSTRUCTION. 2500 SF / 100 = 25 OCCUPANTS 8. CD1\JTRACTORSHAll VERIFY ALL MEASUREMENTSFIELD AT CONSTRUCTION. AND NOTIFY THE ARCHITECT OF ANY4200 SF/300 = 14 OCCUPANTS BUSINESS (OFFICE) GSF 2500 SF 100 / 100 = 25 OCCUPANTS 10. SHOP DRAWINGS SHALL BE SUBMITTED TO THE CLASSROOM = 20 NET DISCREPANCIES PRIOR TO 150/100 = 1.5 OCCUPANTS SITE AND BE RESPONSIBLE FOR ACCURACY AND 10. SHOP DRAWINGS SHALL BETOTAL SUBMITTED TO THE = 701 CLASSROOM = 20 NET Legal Description: ARCHITECT AND OWNER FOR APPROVAL PRIOR TO 2000 300 SF /GROSS 20 = 10 (IBC) OCCUPANTS CONSTRUCTION. STORAGE 2000 SF / 20 = 10 OCCUPANTS ARCHITECT AND OWNER FOR APPROVAL PRIOR TO LEVEL CORRECTNESS OF SAME. Located in the northwest o 1/4 of ORDERING, FABRICATION ANDTHREE SHIPPING 200 GROSS (IBC) 8. CD1\JTRACTORSHAll VERIFY ALL AT 4200 SF/300 = 14GROSS OCCUPANTS ORDERING, FABRICATION ANDMEASUREMENTS SHIPPING 200 (IBC) 9.section CONTRACTOR HIS WORKWllH ALL ASSEMBLY 15 GSF / OCCUPANT =TOTAL1895/200 30. T. 13 S. RSHAlLCOORDINATE 14E. A portion INSTALLATION FOR ANY EQUIPMENT. = 9.475 OCCUPANTS OCCUPANTS = 701 SITEINSTALLATION AND BE RESPONSIBLE ACCURACY AND 1895/200 = 9.475 OCCUPANTS FOR ANYFOR EQUIPMENT. of lot 7. "Catalina Subdivision TOAL OCCUPANTS =205 11. THE CONTRACTOR SHALL PAY ALL FEES, GIVESF ALL/ 15 = 160.93 OCCUPANTS OTHER TRADES. NOTIFYNo.2. ARCHITECT OF ANY 2,414 LEVEL THREE CORRECTNESS OF SAME. TOAL OCCUPANTS =205 11. THE CONTRACTOR SHALL PAY ALL AND FEES, GIVE ALL LEVEL FOURASSEMBLY NOTICES, FILE ALL NECESSARY DRAWINGS OBTAIN 9. CONTRACTOR SHAlLCOORDINATE HIS WORKWllH ALL 100 GSF / OCCUPANT= 15 GSF / OCCUPANT = DISCREPANCIES PRIOR TO BUSINESS: LEVEL FOUR NOTICES, FILE ALL NECESSARY DRAWINGS AND OBTAIN Zoning: R - 1 AlL PERMITS AND CERTIFICATES OBSERVATORY 5 NET (IBC)OCCUPANTS OTHER TRADES. NOTIFY ARCHITECT OF ANY 2,414 SF / 15 = 160.93 Zoning: R - 1 CONSTRUCTION. 2500 SF / 100 = 25 OCCUPANTS AlL PERMITS AND CERTIFICATES OBSERVATORY 5 NET (IBC) OR APPROVAl REQUIRED IN CONNECTION WITH ALL 150/5 = 30 OCCUPANTS DISCREPANCIES PRIOR TO BUSINESS: 100 GSF / OCCUPANT= 10.Parcel SHOP DRAWINGS SHALL CLASSROOM = ALL 20 NET 113-03-039A = 51,660 GSFBE SUBMITTED TO THE WORK ORUNDER APPROVAl REQUIRED IN CONNECTION WITH 150/5 = 30 OCCUPANTS THESE CONTRACT DOCUMENTS. HE OR WORKSHOP GROSS CONSTRUCTION. 2500 SF300 / 100 = 25 OCCUPANTS Parcel 113-03-039A = 51,660 GSF WORK UNDER CONTRACT DOCUMENTS. WORKSHOP 300OCCUPANT GROSS ARCHITECT AND OWNER FOR APPROVAL PRIOR TO SHE SF / HE 20 OR = 10 OCCUPANTS CLASSROOM SHALL COMPLYTHESE WllH ALL LAWS, 4300 SF/300 14 10. SHOP DRAWINGS SHALL BE SUBMITTED2000 TO THE = 20 = NET Professional FABRICATION Office: 2650 GSF = 14 OCCUPANT SHE SHALL COMPLY WllH ALL LAWS, TOTAL2000 OCCUPANTS = 44 ORDINANCES, RULES ANDFOR REGULATIONS OF AlL 200 ORDERING, AND SHIPPING ARCHITECT AND OWNER APPROVAL PRIOR TO GROSS (IBC) SF4300 / 20 SF/300 = 10 OCCUPANTS Professional Office: 2650 GSF TOTAL ORDINANCES, RULES AND REGULATIONS OF AlL OVER ALL TOTAL OCCUPANTS = 1147 AU1110RITIES HAVING JURISDICTION. . ORDERING, FABRICATION AND SHIPPING 200 OCCUPANTS GROSS (IBC) = 44 INSTALLATION FOR ANY EQUIPMENT. 1895/200 = 9.475 OCCUPANTS Parking OVER ALL TOTAL OCCUPANTS = 1147 AU1110RITIES HAVING JURISDICTION. 12. THERE SHALL BE NO EQUIPMENT. DEVIATION FROM . INSTALLATION FOR ANY 1895/200 = 9.475 OCCUPANTS Parking TOAL OCCUPANTS =205 11. THE CONTRACTOR SHALL PAY ALL FEES, GIVE ALL 12. THERE SHALL BE NO DEVIATION FROM 2 GENERALTOAL BUILDING HEIGHTS AND AREAS SPECIFICATIONS WITHOUT THE WRITTEN APPROVAL OCCUPANTS =205 11. THE CONTRACTOR SHALL PAY ALL FEES, GIVE ALLOF Handicap FILE ALL NECESSARY 3 spacesDRAWINGS AND OBTAIN LEVEL FOUR NOTICES, 2 GENERAL BUILDING HEIGHTS AND AREAS SPECIFICATIONS WITHOUT THE WRITTEN APPROVAL OF THE OWNER, AND/OR ENGINEER. LEVEL FOUR NOTICES, FILEARCHITECT ALL NECESSARY DRAWINGS AND OBTAIN 3 spaces Handicap required: 50-100 spaces Zoning: R - 1 AND CERTIFICATES THECONTRACTOR OWNER, ARCHITECT AND/OR ENGINEER. AlLParking PERMITS OBSERVATORY 5 NET (IBC) CONSTRUCTION 13 SHALL VERIFY THE TYPE (IBC TABLE 503): TYPE IIA AlLTHE PERMITS AND CERTIFICATES OBSERVATORY 5 NET (IBC) Parking required: 50-100 spaces parking provided: 55 spaces 13 THE CONTRACTOR VERIFY WITH THE CONSTRUCTION TYPE (IBC TABLE 503): TYPE IIA SIZE,LOCATION, OPENINGS AND CHARACTERISTICS OF OCCUPANTSPER TABLE 503 AND TABLE 406.3.5 ORTotal APPROVAl REQUIRED IN CONNECTION WITH ALL 150/5 = 30 OR APPROVAl REQUIRED INSHALL CONNECTION ALL 150/5 = 30 OCCUPANTS Total113-03-039A parking provided: Parcel = 51,660 GSF 55 spaces SIZE,LOCATION, OPENINGS AND CHARACTERISTICS OF PER TABLE 503 AND ALL WORK ANDTHESE EQUIPMENT TO BE FURNISHED WORK UNDER CONTRACT DOCUMENTS. HE 300 OR GROSS WORKSHOP 300TABLE GROSS406.3.5 WORK UNDER THESE CONTRACT DOCUMENTS. HE OR WORKSHOP Setbacks BY OWNER OR OTHERS THE GROUP A-3: 15,500 =SF ALL WORK AND EQUIPMENT TO BEMANUFACTURER FURNISHED SHETHE SHALL COMPLY WllH ALLWITH LAWS, 4300 SF/300 14/ FLOOR OCCUPANT SHE SHALL COMPLY WllH ALL LAWS, 4300 SF/300 = 14 OCCUPANT Required Setbacks Professional Office: 2650 GSF Actual OR SUPPLIER BEFORE STARTING ANY 200% AREA INCREASE FOR AUTOMATIC A-3:OCCUPANTS BY THE OWNER OTHERS WITHCONSTRUCTION THE GROUP 15,500 FLOOR TOTAL = 44 SF /SPRINKLER ORDINANCES, RULESOR AND REGULATIONS OFMANUFACTURER AlL West setback (2nd ave.): AND25' -Required 0" 25'-06" Actual TOTAL OCCUPANTS = 44 ORDINANCES, RULES REGULATIONS OF AlL RELATED TO SAID WORK SYSTEM FOR ONEOCCUPANTS LEVEL PERFOR 506.3: 15,500SF + OR SUPPLIER BEFORE STARTING 200% AREA INCREASE AUTOMATIC SPRINKLER OVER ALL TOTAL = 1147 AU1110RITIES HAVING JURISDICTION. . ANY CONSTRUCTION South setback: 25'-0" West setbackHAVING (2nd ave.): 25' - 0" 25'-00" Parking ANDIOR EQUIPMENT. 200%(15,500SF) = 46,500 / FLOOR OVER ALL TOTAL AU1110RITIES JURISDICTION. . 25'-06" RELATED TO BE SAID WORK SYSTEM FOR ONESF LEVEL PERALLOWABLE 506.3: 15,500SF + 12. THERE SHALL NO DEVIATION FROM OCCUPANTS = 1147 North setback (smooth): 25'-0" 25'-00" South setback: 25'-0" 25'-11" 14. ALL MATERIALS SHAll BETHE NEW AND OF APPROVAL OF 200%(15,500SF) 46,500 SF / FLOOR ANDIOR EQUIPMENT. 2 GENERAL BUILDING = HEIGHTS AND AREAS ALLOWABLE SPECIFICATIONS WITHOUT WRITTEN 12.East THERE SHALL BE NO DEVIATION FROM setback: 25'-0" North setback (smooth): 25'-11" 25'-0" 35'-03" Handicap 3 spaces PREFERREDDOMESllC MANUFACTURE AND BE 37,500 SF / FLOOR GROUP B: 14. ALL MATERIALS SHAll BE NEW AND SHALL OF HEIGHTS THE OWNER, ARCHITECT AND/OR ENGINEER. 2 GENERAL BUILDING AND AREAS SPECIFICATIONS WITHOUT THE WRITTEN APPROVAL OF 25'-0" East setback: Parking required: 50-100 spaces 35'-03" INSTALLED IN STRICT CONFORMANCE WITH AND SHALL BE 200% AREA INCREASE FOR AUTOMATIC SPRINKLER B: TYPE (IBC 13 THE CONTRACTOR SHALLMANUFACTURE VERIFY THE CONSTRUCTION TABLE TYPE IIA PREFERREDDOMESllC GROUP 37,500 SF /503): FLOOR THE OWNER, ARCHITECT AND/OR Height limit: provided: 90 max. ENGINEER. 46'-00" Total parking 55 ft. spaces MANUFACTURER'S INSTRUCTIONS ANDIOR WITH OF SYSTEM FOR ONE LEVEL PER 506.3: 37,500SF + SIZE,LOCATION, OPENINGS AND CHARACTERISTICS PER TABLE 503 AND TABLE 406.3.5 INSTALLED IN STRICT CONFORMANCE 200% AREA INCREASE FOR AUTOMATIC SPRINKLER 13 THE CONTRACTOR SHALL 90 VERIFY CONSTRUCTION TYPE (IBC IN TABLE 503): 200%(37,500SF) TYPESYSTEM IIA Height limit: ft. max. THE 46'-00" RECOMMENDATIONS UNLESS INDICATED OTHERWISE = 112,500 / FLOOR ALL WORK AND EQUIPMENT TO BE FURNISHED MANUFACTURER'S INSTRUCTIONS ANDIOR FOR ONE SF LEVEL PER ALLOWABLE 506.3: 37,500SF + Setbacks TH DRAWINGS AND SPECIFICATIONS. ANY SIZE,LOCATION, OPENINGS AND CHARACTERISTICS OF PERUNLESS TABLE 503MANUFACTURER AND TABLE 406.3.5 A-3: BY E THE OWNER OR OTHERS WITH THE GROUP 15,500 SF SF / FLOOR RECOMMENDATIONS INDICATED OTHERWISE IN 200%(37,500SF) = 112,500 / FLOOR ALLOWABLE Required Actual ACTUAL AREA: 18,474 SF, LEVEL 1SPRINKLER CONFLICT FOUND BElWEEN MANUFACTURER'S OR SUPPLIER BEFORE STARTING ANY CONSTRUCTION 200% AREA INCREASE FOR AUTOMATIC TH E DRAWINGS AND SPECIFICATIONS. ANY ALL WORK AND EQUIPMENT TO BE FURNISHED West setback (2nd ave.): 25' - 0" 25'-06" 10,237 LEVEL INSTRUCTIONS AND THEDRAWINGS OR SPECIFICATIONS RELATED TO SAID WORK FOR ONE LEVEL PERSF, 506.3: ACTUAL AREA: 18,474 SF, 215,500SF LEVEL 1 + CONFLICT FOUND BElWEEN MANUFACTURER'S A-3: BYSouth THE setback: OWNER OR OTHERS WITH THE MANUFACTURER GROUP 15,500 SF / FLOORSYSTEM 25'-0" 25'-00" SF, LEVEL SHOULD BE BROUGHT TOTHEDRAWINGS THE ANDIOR EQUIPMENT. 200%(15,500SF) = 46,50010,237 SF / FLOOR ALLOWABLE 10,237 SF, 3LEVEL 2 INSTRUCTIONS AND OR SPECIFICATIONS ORNorth SUPPLIER BEFORE STARTING ANY CONSTRUCTION 200% AREA INCREASE FOR AUTOMATIC SPRINKLER setback (smooth): 25'-0" 25'-11" 2,000 SF, LEVEL ATIENTION OFBE THE OWNERIARCHITECTPRIORTO 14. ALL MATERIALS SHAll BETO NEW AND OF 10,237 SF,4 LEVEL 3 SHOULD BROUGHT THE East setback: 35'-03" RELATED TO SAID WORK 25'-0" SYSTEM FOR ONE LEVEL 15,500SF INSTALlATION. PREFERREDDOMESllC AND SHALL BEPER 506.3: 37,500 SF / FLOOR GROUP B: + 2,000 SF, LEVEL 4 ATIENTION OF THEMANUFACTURE OWNERIARCHITECTPRIORTO 15. REFER TO STRUCTURAL DRAWINGS FOR GRADES MOST RESTRICTIVE USE: A-3 ANDIOR EQUIPMENT. 200%(15,500SF) = 46,500 SF OF / FLOOR ALLOWABLE INSTALLED IN STRICT CONFORMANCE WITH 200% AREA INCREASE FOR AUTOMATIC SPRINKLER INSTALlATION. limit: 90 ft. max. 46'-00" All LUMBER. ALLOWABLE AREAPER 506.3: 46,500 SF+ MANUFACTURER'S INSTRUCTIONSDRAWINGS ANDIOR SYSTEM FORFLOOR ONE LEVEL 37,500SF 14.Height ALL MATERIALS SHAll BE NEW AND OF MOST RESTRICTIVE USE: A-3 15. REFER TO STRUCTURAL FOR GRADES OF 16. REFER TO MEP AND LANDSCAPE DRAWINGS FOR LARGEST FLOOR 18,474 SF RECOMMENDATIONS UNLESS OTHERWISE 200%(37,500SF) = PLATE 112,500 SFAREA / FLOOR ALLOWABLE ALLOWABLE FLOOR 46,500 SF All LUMBER. B: PREFERREDDOMESllC MANUFACTURE AND SHALL BEEXTERIOR 37,500 SF IN / FLOOR GROUPINDICATED SITE LIGHTING. MAXIMUM ALLOWABLE HEIGHT: 65' TH E16. DRAWINGS AND SPECIFICATIONS. ANY LARGEST FLOOR PLATE 18,474 SF REFER TO MEP AND AREA LANDSCAPE DRAWINGS INSTALLED IN STRICT CONFORMANCE WITH 200% INCREASE FOR FOR AUTOMATIC ACTUAL SPRINKLER 17. REFER TO ClViLAND LANDSCAPE DRAWINGS FOR ACTUAL MAXIMUM HEIGHT: AREA: 18,474 SF, LEVEL 155'-6" 65' CONFLICT FOUND BElWEEN MANUFACTURER'S EXTERIOR SITE LIGHTING. MAXIMUM ALLOWABLE HEIGHT: LOCATION OF SIDEWALKS AND DETAILS. AS MEASURED FINISHED OF MANUFACTURER'S INSTRUCTIONS ANDIOR SYSTEM FOR LEVEL PER 506.3: 37,500SF + FROM 10,237 SF,GRADE LEVEL TO 2 TOP 55'-6" INSTRUCTIONS ANDClViLAND THEDRAWINGS ORONE SPECIFICATIONS 17. REFER TO LANDSCAPE DRAWINGS FOR ACTUAL MAXIMUM HEIGHT: 18. REFER CIVIL AND LANDSCAPE DRAWINGS FORSF / FLOOR ALLOWABLE STRUCTURE 10,237 SF, LEVEL 3 SHOULD BETO BROUGHT TO THE AND DETAILS. RECOMMENDATIONS UNLESS INDICATED OTHERWISE IN 200%(37,500SF) = 112,500 AS MEASURED FROM FINISHED GRADE TO TOP OF LOCATION OF SIDEWALKS LOCATION POOL, RETAINING WAlLS AND 2,000 SF, LEVEL 4 ATIENTION OF OF FENCES, THE OWNERIARCHITECTPRIORTO TH E DRAWINGS AND SPECIFICATIONS. ANY STRUCTURE 18. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR 3 FIRE SEPARATION AND FIRE RESISTANCE DETAILS. INSTALlATION. ACTUAL AREA: 18,474 SF, LEVEL 1 CONFLICT FOUND BElWEEN MANUFACTURER'S LOCATION OF FENCES, POOL, RETAINING WAlLS AND 19. NOTTO SCALE DRAWINGS. ALL DIMENSIONS ARE TO 15. DO REFER STRUCTURAL DRAWINGS FOR GRADES OF MOST RESTRICTIVE USE: A-3 3 FIRE SEPARATION AND FIRE RESISTANCE DETAILS. 10,237 SF, LEVEL 2ALLOWABLE INSTRUCTIONS AND THEDRAWINGS OR SPECIFICATIONS FACE OF STUD. FIRE RESISTANCE RATINGS All LUMBER. FLOOR AREA (IBC TABLE 601) 46,500 SF 19. EXISTING DO TO NOT SCALE ALL DIMENSIONS ARE TOLEVEL 3 20. WORK OR LANDSCAPING NOT SHOWN TYPE IIA: FLOOR PLATE 10,237 SF, SHOULD BE BROUGHT TO THE 16. ALL REFER MEP AND DRAWINGS. LANDSCAPE DRAWINGS FOR LARGEST 18,474 SF FIREALLOWABLE RESISTANCE RATINGS (IBC 65' TABLE 601) FACE OF STUD. TO BE ALTERED OR REMOVED SHALL BE PROTECTED EXTERIOR SITE LIGHTING. HEIGHT: 2,000 SF, LEVEL 4 MAXIMUM ATIENTION OF THE OWNERIARCHITECTPRIORTO TYPE IIA: 20.DAMAGE ALLTO EXISTING WORK OR LANDSCAPING FROM DURING STRUCTURAL FRAME 17. REFER ClViLAND LANDSCAPE DRAWINGS NOT FOR SHOWN ACTUAL MAXIMUM HEIGHT: 55'-6" 1 HR INSTALlATION. TO BE OF ALTERED REMOVED SHALL PROTECTED CONSTRUCTION. THEOR CONTRACTOR SHALLBE BEAR THE BEARING WALLS: INTERIOR 1 HR LOCATION SIDEWALKS AND DETAILS. AS MEASURED FROM FINISHED GRADE TO TOP OF 15. REFER TO STRUCTURAL DRAWINGS FOR GRADES OF MOST RESTRICTIVE USE: 1 HR FROM DAMAGE DURING STRUCTURAL TOTAL EXPENSE FORAND SHALL REPAIR, TO EXISTING NONBEARING WALLSFRAME 0 HR 18. REFER TO CIVIL AND LANDSCAPE DRAWINGS FORA-3 STRUCTURE CONSTRUCTION. THE CONTRACTOR SHALL BEAR THE WALLS: INTERIOR 1 HR All LUMBER. ALLOWABLE FLOOR AREA 46,500 SF CONDITION, ANY DAMAGE TO FLOORBEARING CONSTRUCTION 1 HR LOCATION OF FENCES, POOL, RETAINING WAlLS AND TOTAL EXPENSE FORAND SHALL REPAIR, TO EXISTING 0 HR WALLS EXISTING CONSTRUCTION, EQUIPMENT OR PLATE ROOF CONSTRUCTION 16. REFER TO MEP AND LANDSCAPE DRAWINGS FOR LARGEST FLOOR 18,474 SF 3 FIRENONBEARING SEPARATION AND FIRE RESISTANCE 1 HR DETAILS. CONDITION, ANY DAMAGE TO 1 HR FLOOR CONSTRUCTION IMPROVEMENTS NOT INDICATED IN THE DRAWINGS OR 19. DO NOT SCALE DRAWINGS. ALLALLOWABLE DIMENSIONS ARE TO EXTERIOR SITE LIGHTING. MAXIMUM HEIGHT: 65' SPECIFICATIONS TO RECEIVE ALTERATIONS, FIRE RESISTANCE RESISTANCE RATINGS (IBC FOR TABLE EXTERIOR WALLS BASED ROOF CONSTRUCTION 1 HR EXISTING CONSTRUCTION, EQUIPMENT OR FACE OF STUD. FIRE RATINGS 601) 17. REFER TO ClViLAND LANDSCAPE DRAWINGS FORADDITIONS ACTUAL MAXIMUM HEIGHT: 55'-6" OR REMOVAL. ON SEPARATION DISTANCE IMPROVEMENTS NOT INDICATED IN THE DRAWINGS 20. ALL EXISTING WORK OR LANDSCAPING NOT SHOWN OR TYPE IIA: LOCATION OF SIDEWALKS AND DETAILS. AS MEASURED FINISHED GRADE TO OF 21. CONTRACTOR SHALL VERIFY AlL ROUGH (IBCTOP TABLE 602) SPECIFICATIONS TO RECEIVE ALTERATIONS, FIRE RESISTANCE RATINGS FOR EXTERIOR WALLS BASED TO THE BE ALTERED OR REMOVED SHALL BEFROM PROTECTED OPENINGS. BEARING EXTERIOR 1 HR HR 18. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR STRUCTURE ADDITIONS OR REMOVAL. ON WALLS: SEPARATION DISTANCE< 5' FROM DAMAGE DURING STRUCTURAL FRAME 1 22. CONTRACTOR TO PROVIDE MOCK·UP PANEL WITH < 5' < 10' 1 HR 21. THE CONTRACTOR SHALL VERIFY ROUGH (IBCWALLS: TABLEINTERIOR 602) THE CONTRACTOR SHALLAlL BEAR THE BEARING 1 HR LOCATION OF FENCES, POOL, RETAINING WAlLS ANDCONSTRUCTION. ALL EXTERIOR MATERIAlS, WINDOWS, ROOFING AND < 10' < 30' 1 HR < 5' 0 HR OPENINGS. 1 HR BEARING WALLS: EXTERIOR TOTAL EXPENSE FORAND SHALL REPAIR, TO EXISTING NONBEARING WALLS 3 FIRE SEPARATION AND FIRE RESISTANCE DETAILS. PAINT SHOWN. 6 PLUMBING 1 HR1 HR 22.COLORS CONTRACTOR TO TO PROVIDE MOCK·UP PANEL WITH < 5' < 10' CONDITION, ANY DAMAGE FLOOR CONSTRUCTION 19. DO NOT SCALE DRAWINGS. ALL DIMENSIONS ARE23. TO ANY PROTECTION PLANS SHALLOR BEROOFING SUBMITTED EXISTING CONSTRUCTION, EQUIPMENT ROOF CONSTRUCTION ALLFIRE EXTERIOR MATERIAlS, WINDOWS, AND < 10' < 30' 1 HR1 HR FACE OF STUD. FIRE RESISTANCE RATINGS AS APAINT DEFERRED SUBMITTAL. (IBC TABLE 2902.1): ASSEMBLY USE (A-3) IMPROVEMENTS NOTSHOWN. INDICATED IN THE DRAWINGS OR (IBC TABLE 601) COLORS 6 PLUMBING 24. TRAFFIC TO BE APPLIED TO BALCONIES 20. ALL EXISTING WORK OR LANDSCAPING NOT SHOWN TYPE IIA: SPECIFICATIONS RECEIVE ALTERATIONS, FIRE RESISTANCE RATINGS FOR EXTERIOR WALLS BASED 23. ANY COATING FIRETO PROTECTION PLANS SHALL BE SUBMITTED AND CORRIDORS OVESUBMITTAL. INTERIOR CONDITIONED PACES. LEVEL ONE:TABLEDISTANCE ADDITIONS OR REMOVAL. ON SEPARATION AS A DEFERRED (IBC 2902.1): ASSEMBLY USE (A-3) TO BE ALTERED OR REMOVED SHALL BE PROTECTED 25. SPRINKLER PIPING TOAPPLIED AVOID RECESSED 708 21. LOCATE THE CONTRACTOR SHALL AlLFRAME ROUGH (IBCOCCUPANTS TABLE 602) 24. TRAFFIC COATING TOVERIFY BE TO BALCONIES FROM DAMAGE DURING STRUCTURAL 1 HR LIGHT FIXTURES. WHEREAPPUCABLE. 354 MALE / 354 FEMALE OPENINGS. BEARING WALLS: EXTERIOR < 5' 1 HR LEVEL AND CORRIDORS OVE INTERIOR CONDITIONED PACES. CONSTRUCTION. THE CONTRACTOR SHALL BEAR THE BEARING WALLS: INTERIOR 1 HR ONE: 22. CONTRACTOR TO PROVIDE MOCK·UP PANEL WITH 1 HR 25. LOCATE SPRINKLER PIPING TO AVOID RECESSED 708 OCCUPANTS< 5' < 10' TOTAL EXPENSE FORAND SHALL REPAIR, TO EXISTING NONBEARING WALLS AND 0 HR 1 WC PER ALL EXTERIOR MATERIAlS, WINDOWS, ROOFING < 10' <5.4 30'WC 1 FEMALE HR 354 65 MALE / 354 FEMALE LIGHT FIXTURES. WHEREAPPUCABLE. 1 WC PER 125 2.8 WC MALE CONDITION, ANY DAMAGE TO FLOOR CONSTRUCTION 1 HR PAINT COLORS SHOWN. 6 PLUMBING TOTAL WC REQUIRED 9 23. ANY FIRE PROTECTION PLANS SHALL BE SUBMITTED EXISTING CONSTRUCTION, EQUIPMENT OR ROOF CONSTRUCTION HRPER 65 5.4 WC FEMALE 11WC TOTAL WC PROVIDEDASSEMBLY USE 8 (A-3) AS A DEFERRED SUBMITTAL. (IBC TABLE 2.8 WC MALE 1 WC2902.1): PER 125 IMPROVEMENTS NOT INDICATED IN THE DRAWINGS OR +2 URINALS 24. TRAFFIC COATING TO BE APPLIED TO BALCONIES TOTAL WC REQUIRED 9 SPECIFICATIONS TO RECEIVE ALTERATIONS, RESISTANCE RATINGS BASED 1 LAVWALLS PER OCC 3.5 LEVEL ONE:200WC AND CORRIDORS OVE FIRE INTERIOR CONDITIONED PACES. FOR EXTERIOR 8 TOTAL PROVIDED ADDITIONS OR REMOVAL. ON SEPARATION DISTANCE 25. LOCATE SPRINKLER PIPING TO AVOID RECESSED 708 OCCUPANTS +2 URINALS TOTAL LAV/ 354 REQUIRED 4 LIGHT FIXTURES. WHEREAPPUCABLE. 354 MALE FEMALE 21. THE CONTRACTOR SHALL VERIFY AlL ROUGH (IBC TABLE 602) 3.5 1LAV LAVPROVIDED PER 200 OCC 6 OPENINGS. BEARING WALLS: EXTERIOR < 5' TOTAL 1 HR 1 WC PER 65 5.4 WC FEMALE 22. CONTRACTOR TO PROVIDE MOCK·UP PANEL WITH < 5' < 10' 1 HR LEVEL TOTAL LAV REQUIRED 4 TWO: 1 WC PER 125 2.8 WC MALE TOTAL LAV PROVIDED 6 ALL EXTERIOR MATERIAlS, WINDOWS, ROOFING AND < 10' < 30' 1 HR 708 OCCUPANTS TOTAL WC REQUIRED 9 354 MALE 354 FEMALE PAINT COLORS SHOWN. 6 PLUMBING TOTAL WC/ PROVIDED 8 LEVEL TWO: +2 URINALS 23. ANY FIRE PROTECTION PLANS SHALL BE SUBMITTED 708 65 OCCUPANTS 1 5.4 1 WC LAV PER PER 200 OCC 3.5 WC FEMALE AS A DEFERRED SUBMITTAL. (IBC TABLE 2902.1): ASSEMBLY USE (A-3) 354 125 MALE / 354 FEMALE 1 WC PER 2.8 WC MALE 24. TRAFFIC COATING TO BE APPLIED TO BALCONIES TOTAL 9 TOTAL WC LAV REQUIRED REQUIRED 4 WCPROVIDED PER 65 LEVEL ONE: AND CORRIDORS OVE INTERIOR CONDITIONED PACES. TOTAL 8 5.4 WC FEMALE TOTAL1WC LAV PROVIDED 6 1 WC PER 125 2.8 WC MALE +2 URINALS 25. LOCATE SPRINKLER PIPING TO AVOID RECESSED 708 OCCUPANTS 9 LEVELTOTAL TWO: WC REQUIRED LIGHT FIXTURES. WHEREAPPUCABLE. 354 MALE / 354 FEMALE

CD A 200 1

E Hawthorne St.

A 200 1

20' - 3 7/16"

A 200

171' - 7 1/4"

22 23E Hawthorne St.21

4’-0”

20' - 3 7/16"

4’-1” 22' - 0 17/32"

3 2 4 3 5 4 6 5 7 6

4’-2”

16’-6”

4’-3”

41’-0”DW

0’-0”

41’-3”

41’-0”

35%

25 16’-0”

16’-0”

35%

4’-0”

41’-0

40’-0

41’-0

28’-0”

41’-0

Loading Deck

40’-0

20’-0”

Loading Deck

171' - 3 1/16"

35%

2 Story BLDG. 48578.59 SF

40’-0

11 12 11 12 13

35%

2 Story BLDG. 48578.59 SF 2 Story BLDG. 48578.59 SF

1 A 201

0” ’19 0” 40’-0”

’-0 19

41’-0” DN

16’-0”

28’-0”

40’-0”

4’-0”

Landscape (Grass)

1’-0”

Preliminary Not for construction

Main Entry

UA Science Preliminary Center Not for construction UA Science Center

2’-10 2’-6”

”

0’-0”

Preliminary Not for construction

Wall Types

Landscape Elevation Brick Paving

2’-0”

1’-6”

Paper Architects Ltd.

2’-10

UA Science A-100 Center A-100

2’-6”

0’-0”

41’-3”

41’-0”

40’-0”

0’-0”

1601 E 28’-0” University Blvd. 1601 E University Blvd.

Tucson, AZ

A 200

2’-10

2’-6”

Site Plan

1" = 10'-0"

Scale

Site Plan

2’-0”

1’-6”

1’-0”

Paper Architects Ltd.

4’-0”

16’-0”

A 200

Tucson, AZ

2’-0”

1’-6”

1’-0”

Date

Comments

Landscape Brick Paving

30 4’-0”

16’-0”

28’-0”

Date

Elevation Main Entry

Elevation

16’-0”

Comments

No.

Wall Types

35%

No.

Landscape GreenBrick RoofPaving

Wall Types Landscape Brick Paving

Legend

Date

Comments

Green RoofBrick Paving Landscape Main Entry

16’-0”

35%

’19

41’-3”

No.

Landscape (Grass) Landscape Brick Paving

41’-0”

Legend Green Roof

Concrete

28’-0”

2015S February 14, 2015 Author Checker

Legend

Concrete Landscape (Grass)

1 A 201

28’-0”

41’-0”

Phone

Civil Engineer: 1. Concrete curb/edge restraint Mahmood Al Musawi 2. 1. Concrete pavercurb/edge 2” bedding sand Concrete restraint Mechanical Engineer: 3636 Stone Ave. 3. 2. Grass-soil Charles GarneyAZ & 85719 Josh Pentland Tucson, Concrete paver 2” bedding sand Mechanical Engineer: 4. Green roof edge 4545 EPhone 5th Ave. Grass-soil Charles Garney & Josh Pentland Tucson, AZ 5. 3. Concrete flat floor Green roofcurb/edge edge restraint (480) 204-1915 4545 E 5th Ave. 6. 4. Glass and steel guardrail 1. Concrete 7. 5. Concrete roof stairs (1’-8“ run/6” riser) Tucson, AZ Concrete flat floor 2. Concrete paver 2” bedding sand Mechanical Engineer: 8. 6. Tree 40’ (480) 204-1915 Glass and steel guardrail 3. Grass-soil Charles Garney & Josh Pentland Electrical Engineer: 9. Concrete guardrail 48” 4. Green roof edge E 5th Ave. Concrete stairs exit) (1’-8“ run/6” riser) Lydia4545 Hreniuc 10.7.Concrete ramproof 8% floor (egress 5. Concrete 2563Tucson, E PrinceAZ Road Tree 40’andflat 11.8.Brick paving (480) 6. Glass steel guardrail Tucson, AZ204-1915 85719Electrical Engineer: 12.9.Shrub in planter (36”x36”) Concrete guardrail 48” run/6” riser) 7. Concrete roof stairs (1’-8“ (623) 330-5364 13.10. Shrub in Planter (36”x36”) Lydia Hreniuc 8% (egress exit) 8.Concrete Tree 40’ ramp 14. Observatory dome on roof Electrical Engineer: 2563 E Prince Road 9.Brick Concrete guardrail 48”(19’ diameter) paving 15.11. Metal/Alumnium horzontal shadingexit) panels (5’x3’) Lydia Hreniuc 10. Concrete ramp 8% (egress Tucson, AZ 85719 Shrubguardrail in planter (36”x36”) 16.12. Concrete 2563 E Prince Road 11. Brick paving 55” (623) 330-5364 17.13. Concrete floor Tucson, AZ 85719 Shrub in Planter (36”x36”) 12. Shrub in planter (36”x36”) (623) 330-5364 18.14. Building Observatory dome on roof (19’ diameter) 13. Shrub in Planter (36”x36”) 19. Egress Stairs at 20’dome on roof (19’ diameter) 14. Observatory Metal/Alumnium horzontal shading panels (5’x3’) 20.15. Concrete ramp 8% (egress exit) 15. Metal/Alumnium horzontal Concrete guardrail 55” shading panels (5’x3’) 21.16. Concret guardrail at 46” 55” 16. Concrete guardrail 22.17. Concrete Floor Concrete floor 17. Concrete floor Project Number 2015S 23.18. Concrete wall 46“ with steel guardrail 46” Building 18. Building 24. Green Roof Stairs Egress Stairs(concrete+soil+grass) at Date 19.19. Egress Stairs at20’ 20’ February 14, 2015 25. Shrub in Planterramp (36”x36”) 20. Concrete 8% (egress exit) Concrete ramp 8% (egress exit) 26.20. Concrete Floorguardrail at -20’ elevation Student 21. Concret at 46” Author 27.21. Metal roof at 12’ elevation Concret guardrail at 46” 22. Concrete Floor 28.22. Metal panel dome 65’with -0” diameter CourseProject Number 2015S Concrete Floor 23. Concrete wallof46“ steel guardrail 46” Checker 29. Cooling Towers 140 Tons(concrete+soil+grass) (2) Project Number Green Roof Stairs 23.24. Concrete wall 46“ with steel guardrail (4) 46” Date 30. Cisterns 4’x7x1x3 (WidthxLebgtgxHeightxDepth) February 14, 2015 Shrub in Planter (36”x36”) 24.25. Green Roof Stairs (concrete+soil+grass) 26. Concrete Floor at -20’ elevation Student Date Author 25.27. Shrub Planter (36”x36”) Metalin roof at 12’ elevation 26.28. Concrete Floor at of-20’ Metal panel dome 65’ elevation -0” diameter Course Student Checker Cooling Towers Tons (2) 27.29. Metal roof at 12’140 elevation Cisterns 4’x7x1x3 (WidthxLebgtgxHeightxDepth) (4) 28.30. Metal panel dome of 65’ -0” diameter Course Concrete

29. Cooling Towers 140 Tons (2) 30. Cisterns 4’x7x1x3 (WidthxLebgtgxHeightxDepth) (4)

28’-0”

16’-0”

24' - 0 3/32"

1 A 201

41’-0”

41’-3”

24' - 0 3/32"

8’-0”

40’-0

8’-0”

20’-0”

20’-0” 35%

171' - 3 1/16"

28’-0”

8’-0”

Loading Deck

35%

Key Notes Key Notes

41’-3”

foundation, typ.an integraal part of the site development. (623) 330-5364 become 8. Major vegetation shall be protected from damage Landscape Architect: during construction or shall be moved to another Corrie Wilcox & Parker Sprague Civil Engineer: location on site. Civil Engineer: 5656 E Grant Road Mahmood Al Musawi Mahmood Al Musawi 9. Building location dimensions shown to be edge of Tucson, AZ 3636 Stone Ave. 3636 Stone Ave. foundation, typ. (623) 330-5364 Tucson, AZ 85719Tucson, AZ 85719 Phone

1’-6”

41’-3”

General Notes

Key Notes

N Cherry Ave N Cherry Ave

40’-6”

35%

14 13 41’-0”

0’-0”

40’-0”

40’-0

41’-0”

A 201

0’-8” DW

0’-8”

1’-6”

0’-0” 3’-10

28’-6”

16’-6”

28’-6” 40’-6”

16’-6”

4’-6” 40’-0”

16’-0”

A 201

4’-1”

4’-6”

28’-0”

DW DW

28’-6”

34' - 2 25/32"

1’-6” 3’-10 4’-0” DW

0’-8” 4’-2”

171' - 7 1/4"

Entry to Parking

35%

40’-0”

3’-10

34' - 2 25/32"

4’-0”

4’-1”

35%

4’-6”

20' - 3 7/16"

4’-3”

22' - 0 17/32"

2 1

Owner: Contractor: 1. Vegitation: native to AZ. The University of Arizona 2. Vegitations and green roof will is irrigated with rain AZ 85721Zack Kuchin Tucson, (520) 621-5130 4585 4th Street Tucson, AZ 85719 3. East and west walls are cast on place concrete 6.” (978)-886-2577 Owner: Contractor: 4. sidewalk and driveway are cast on site concret 2-3.” 1. Vegitation: native to AZ. The University of Arizona Zack Kuchin 2. 5. Vegitations roofon will A405. is irrigated with rain Green and roofgreen details Tucson, 4585 4th StreetAZ 85721 water (collected onshall site). verify exact location of all utility 6. Constractor stubs (520) 621-5130 Structural Engieneer: Tucson, AZ 85719 3. East and west walls are cast on place concrete 6.” (978)-886-2577 to construction assure of utility Andrew CooK & Trevor Cordivari 4. sidewalkprior and driveway are cast ontosite concretavailability 2-3.” services. 5. Green roof details on A405. Contractor: 1212 E Speedway Blvd. 1. Vegitation: native to AZ. 6. 7. Constractor shall exactroof location ofirrigated allearthwork utility with stubs ZackEngieneer: KuchinTucson, AZ Excess soil verify generated from the operations Structural 2. Vegitations and green will is rain prior to construction assure availability 4th&Street CooK Trevor (610)Cordivari 733-7097 shall be removed from the siteoforutility includedAndrew to 4585 water (collected ontosite). AZ 85719 1212 ETucson, Speedway Blvd. services. 3. East and west are castpart on place concrete 6.” become anwalls integraal ofoperations the site development. (978)-886-2577 Tucson, AZ 7. Excess soil generated from the sidewalk and driveway areearthwork on site concret 2-3.” (610) 733-7097 8. 4. Major shall becast protected shall bevegetation removed from site or included tofrom damage 5. Green roof details onthe A405. Landscape Architect: become an integraal part of the site development. during construction or shall be moved to another 6. Constractor shall verify exact location of all utility stubs Structural Engieneer: Corrie Wilcox & Parker Sprague 8. Major vegetation be protected fromavailability damage of utility location on site. prior to shall construction to assure Andrew CooK & Trevor Cordivari Landscape Architect: 5656 Blvd. E Grant Road duringservices. construction or shall be moved to another E Speedway Corrie Wilcox & Parker Sprague 9. Building location dimensions shown to be edge of 1212 location onsoil site. AZ Tucson, AZ 7. Excess generated from the earthwork operations 5656 ETucson, Grant Road typ. shown to be edge of 9. Buildingfoundation, location (623) 330-5364 (610) Tucson, AZ 733-7097 shall bedimensions removed from the site or included to

General Notes water (collected on site).

1" = 10'-0"

Scale

5/18/2015 1:43:42 PM

4' - 7 11/32"

4’-2”

19 Loading

Entry to Parking

171' - 7 1/4"

24 4’-3”

34' - 2 25/32"

24 4' - 7 11/32"

19 Loading

Entry to Parking

20St. E21 Hawthorne

5/18/2015 1:43:42 PM

Owner: The University of Arizona Tucson, AZ 85721 (520) 621-5130

General Notes

Paper Architects Ltd.

Site Plan: E Roof (41’ - 0”) 1601 1 1" = 10'-0"

University Blvd.

16'

32'

A-100

1 A 200

16'

32'

Site Plan

Scale

1" = 10'-0"

5/18/2015 1:43:42 PM

Tucson, AZ

Site Plan: Roof (41’ - 0”) 1 1" = 10'-0"

CD A 200 1

03 19' - 0 3/32"

21' - 10 1/8"

171' - 7 1/4"

03 19' - 0 3/32"

A-302

30' - 0"

P02

10' - 11 27/32"

24' - 2"

30' - 6 5/32"

A-303

A-302

General Notes

P02

10' - 11 27/32"

Contractor: Tucson, AZ 85721 Zack Kuchin (520) 621-5130 4585 4th Street Tucson, AZ 85719 Contractor: (978)-886-2577

1. Concrete slab floor 6”

26' - 1"

35' - 1"

A-301

General Notes

07 30' - 6 5/32"

24' - 2" 171' - 7 1/4"

04 1

21' - 10 1/8"

A-303

A 200

35' - 1"

30' - 0"

P01

Owner: The University of Arizona

A-302

Zack Kuchin 4585 4th Street Tucson, AZ 85719 Owner: Structural Engieneer: (978)-886-2577 The University of Arizona Andrew CooK & Trevor Cordivari Tucson, AZ 85721 1212 E Speedway Blvd. (520) 621-5130 Structural Engieneer:

1. Concrete slab floor 6”

26' - 1"

Tucson, AZ

Andrew CooK & Trevor Cordivari (610) 733-7097 1212 E Speedway Blvd. Contractor: Tucson, AZ Zack Kuchin (610) 733-7097 4585 4th Street Landscape Architect: Tucson, AZ Corrie 85719 Wilcox & Parker Sprague (978)-886-2577 Landscape 5656 E Grant Architect: Road CorrieAZ Wilcox & Parker Sprague Tucson, 5656 E Grant Road Structural Engieneer: (623) 330-5364 AZ Andrew CooK & Tucson, Trevor Cordivari (623) 330-5364 1212 E Speedway Blvd.

General Notes P01

71' - 8 13/32"

22' - 9 3/32"

26 36

39' - 6 23/32"

9' - 9"

33 36 35

No.

1 A 201

27 '-

1 A 201

23 23

9" 27 '-

Back of the House/Receiving + Storage

1898 SF

71' - 8 25/32"

13 Back of the House/Receiving + 28 27 8' - 7 3/4" Storage

1898 SF of the House/Receiving + Back Storage

11' - 6 3/32"

40' - 4"

4' - 8"

31 Cafe Service 484 SF

Concrete walls

Doors

Wall Types

Programing

Planetarium

260 SF

Back of the House-Storage

Planetarium

Education-Classrooms+Labs

Office

Center

Business-offices

260 SF

Business-offices

Commercial-store+Cafe

A 200

Preliminary Preliminary for construction Not forNot construction

UA Science Center UAUA Science Science Center Paper Architects Ltd.

Business-offices Programing Programing

Space: Launch Open Space:Open Launch 1985 SF

Commercial-store+Cafe

Office

Tucson, AZ

Back Commercial-store+Cafe of the House-Storage

Back of the House-Storage

Floor Plan 3 (0’ - 0”) 3 1" = 10'-0"

16'

A-103

Paper Architects Ltd.

32'

Tucson, AZArchitects Ltd. Paper Floor Plan 3

A 200

Scale

A 200

Floor Plan 3 (0’ - 0”) 3 1" = 10'-0"

Date

Preliminary Not for construction

Vertical water management/distribution FFE: Concrete Floor slab 4” on 2” metal deck

Education-Classrooms+Labs

Office

REF.REF.

Date

Doors

FFE: Concrete Floor slab 4” on 2” metal deck

1985 SF

31 32

Date

Comments

Wall Types Concrete Floor at 0’-0” elevation Vertical water management/distribution Elevation

Elevation

REF.REF.

OVEN OVEN

Author Checker

Concrete Floor at 0’-0” elevation

Planetarium

260 SF

OVEN OVEN

2015S February 14, 2015 Author Checker Comments

Vertical water management/distribution

Elevation

Open Space: Launch

1434 SF

Legend Concrete Floor at 0’-0” elevation No.

Legend

REF.REF.

OVEN OVEN

484 SF

No.

16. Glazing wall (exterior) 17. Same as 2 18. Same as 2 Concrete walls 19*. Same as 5

FFE: Concrete Floor slab 4” on 2” metal deck

1434 SF

8' - 7 3/4"

Cafe Service

Cafe'

4' - 8"

1985 SF

Cafe32 Service

947 SF

40' - 4"

1434 SF

Shop

4' - 8"

37 28 27

8' - 7 3/4"

484 SF

30 947 SF

40' - 4"

Cafe'

-0' - 0" FFE

947 SF

28 30 27

2015S February 14, 2015 2015S Author FebruaryChecker 14, 2015

Concrete walls

24 14

-0' - 0" FFE

71' - 8 25/32"

Shop

Legend

1 A 201

1. Concrete4.wall 10” (Egress) (623) 330-5364 Concrete wall with metal stud, dry wall and 2. Drywall with finishMetal paint.studs and finish acoustic board Project Number 3. Concrete5.wall 10” (Exterior) Clear Glazing facade with aluminum mullions Date 4. Concrete6.wall with stud, dry wall and Same as metal 5 finish paint.7. Same as 4 Project Number Student 8. Same as 5 with aluminum mullions 5. Clear Glazing facade 9. (Egress) 1. Concrete wallas10” DateCourse 6. Same 5 Metal triangular metals with insulation 10. Same and as 5finish acoustic board 2. Drywall with Metal 7. Same as 4 studs Same as 4 3. Concrete wall 11. 10” (Exterior) Student 8. Same as 5 Same as 1 4. Concrete wall 12. with metal stud, dry wall and Metal triangular 13. Samemetals as 4 with insulation finish9.paint. Project Number Course 10. Same 5 Same 14. 2 5. Clear Glazingas facade withasaluminum mullions 15.4 Glazing Wall (store front) Interior Date 11. Same 6. Same as 5 as 16.1 Glazing wall (exterior) 7. Same as 4 as 12. Same 17. Same as 2 Student 8. Same as 5 as 4 13. Same 18.metals Same with as 2insulation 9. Metal triangular 14. Same as 2 Course 10. Same as 5 19*. Same as 5 15. Glazing Wall (store front) Interior 11. Same as 4 wall (exterior) 12. 16. SameGlazing as 1 13. 17. SameSame as 4 as 2 Same 14. 18. Same as 2 as 2 15. 19*. Glazing Wall as (store Same 5 front) Interior

Key Notes

2414 SF

Electrical Engineer:

2563 E Prince Road 2. Drywall with Metal studs and finish acoustic board Tucson, AZ 85719 3. Concrete wall 10” (Exterior)

Planetarium

-0' - 0" FFE

29 35

Key Notes 1. Concrete wall 10” (Egress)

2414 SF

39' - 6 23/32"

Key Notes

1. Concrete slab ramp to parking 2. Concrete finish floor

Electrical Engineer:

2563 E Prince Road Mechanical Engineer: AZ 85719 Charles Garney &Tucson, Josh Pentland 2563 E Prince Road (623) 330-5364 4545 E 5th Ave. Tucson, AZ 85719 Tucson, AZ (623) 330-5364 (480) 204-1915

Key Notes

1898 SF

2 1

Planetarium

39' - 6 23/32"

1. Concrete2.slab ramp finish to parking Concrete floor 2. Concrete finish floor

Mechanical Engineer: Mechanical Engineer: Charles Garney JoshPentland Pentland Charles Garney &&Josh Civil Engineer: 4545 E 5th Ave. E 5th Ave. Mahmood Al4545 Musawi Tucson, Tucson, AZAZ 3636 Stone Ave. (480) 204-1915 Tucson, AZ (480) 85719 204-1915 Phone

Key Notes Key Notes 1. Concrete slab ramp to parking

9' - 9"

31' - 9"

71' - 8 13/32"

171' - 6 7/32"

21' - 6 1/2" 7' - 11 27/32"

22' - 9 3/32"

10' - 8" 14' - 0 1/16" 12' - 3 11/16"

11' - 6 3/32"

12' - 3 11/16"

16' - 5 1/8"

12' - 3 11/16" 16' - 5 1/8"

16' - 5 1/8"

9' - 9"

1 A-305

1' - 0"

9' - 7 15/32"

30' - 1 11/32"

171' - 6 7/32"

21' - 6 1/2" 7' - 11 27/32" 10' - 8"

1 A-305

2 11' - 6 3/32"

9' - 9"

Media Room 12 Planetarium18

2414 SF

30' - 0"

444 SF

327 SF

10 Media Room 12 Planetarium Orientation / Seminar

Office 6-7

18 10

9 1022

31' - 9"

444 SF

6 8

9' - 9"

Orientation / Seminar

13 8

16 7 14

19 1610 721

Conference 299 SF

14' - 0 1/16"

171' - 6 7/32"

21' - 6 1/2"

10' - 8"

7' - 11 27/32"

1 A-304

13Planetarium Media Room

Tucson, AZ Civil Engineer: (610) 733-7097 Civil Engineer: Mahmood Al Musawi Mahmood Al Musawi 3636 Stone Ave. Landscape Architect: 3636 Stone Ave. Tucson, AZ 85719 Corrie Wilcox & Parker Tucson,Sprague AZ 85719 Phone 5656 E Grant Road Phone Tucson, AZ (623) 330-5364

31' - 9"

30' - 0"

Office 6-7

' - 3" ø 55

389 SF

Conference

Orientation / Seminar327 SF 299 SF 444 SF

' - 3" ø 55

12 1

F. Restroom (296 SF)

1 A-304

Classroom 2

2 UP

3 8 10 344 SF

327 SF

348 SF

Office 389 SF6-7

1. Concrete slab floor 6”

344 SF

' - 3" ø 55

20 5

A 201

M. Restroom (222 SF) F. Restroom (296 SF) 2

16 7

9' - 7 15/32"

299 SF

Classroom 2

Conference 348 SF

10 26' - 1"

9' - 9"

Office 4-5

8 Classroom 1 9

Classroom 1

71' - 8 13/32"

292 SF

389 SF

1' - 0"

F. Restroom (296 SF) 5

A 201

2' - 5"

348 SF

30' - 0"

2 Office 2-3

P02

10' - 11 27/32"

Office 4-5

344 SF

292 SF

Classroom 2

6' - 9"

2' - 5"

30' - 1 11/32"

1' - 0"

19' - 1 19/32"

30' - 1 11/32"

5 7

M. Restroom (222 SF)

9' - 7 15/32"

22' - 9 3/32"

19' - 1 19/32"

Classroom 1

212 SF

19' - 1 19/32"

20' - 2 3/4"

Office 1

6' - 9"

10' - 6 11/16"

6' - 9"

292 SF

Office 4-5

07 30' - 6 5/32"

24' - 2"

3 4 Office 2-3

5 212 SF

20' - 2 3/4"

Office 2-3

212 SF

20' - 2 3/4"

Office 1

35' - 1"

2' - 5"

30' - 0"

27 '-

171' - 7 1/4"

21' - 10 1/8"

10' - 6 11/16"

19' - 0 3/32"

10' - 6 11/16"

16'

Tucson, AZ 1" = 10'-0"

A-103

32'

A-103

Floor Plan 3

16'

32'

1" = 10'-0"

Scale

Floor Plan 3

Scale

1" = 10'-0"

5/18/2015 1:45:52 PM

P01

A-301

5/18/2015 1:45:52 PM

1A-303

5/18/2015 1:45:52 PM

1 A-301

Owner: The University of Arizona Tucson, AZ 85721 (520) 621-5130

A 200

CD Owner: The University of Arizona Tucson, AZ 85721 Owner: (520) 621-5130

The University of Arizona Tucson, AZ 85721

Contractor:(520) 621-5130 Zack Kuchin 4585 4th Street Contractor: Owner: Tucson, AZ of 85719 Kuchin The UniversityZack Arizona (978)-886-2577 4585 4th Street Tucson, AZ 85721

General Notes

A 200 1

General Notes

A 200

Tucson, AZ 85719 (520) 621-5130 (978)-886-2577

1. Concrete slab floor 6”

Structural Engieneer:

1. Concrete slab floor 6”

A-303

04 03

1- 87' - 7 1/32"

87' - 7 1/32"

Open to Below

Corridor (enclosed) 30' - 0"

Corridor (enclosed)

30' - 0" 171' - 4 1/2"

24' - 6 3/4"

10' - 11"

3 Room Mechanical

Project Number Student Date Course Project Number

196 SF

Egress/ Refuge Area

24' - 6 3/4"

30' - 0" 171' - 4 1/2"

12' - 0 15/16"

14' - 8 19/32"

30' - 0" 14' - 8 19/32"

Egress/ Refuge Area

Legend Legend

9' - 10 15/32"

9' - 7 13/16"

Doors

Windows

20' - 0" FFE

Windows

Doors

Preliminary Not for construction

Wall Types Elevation FFE:Concret Floor slab 4” on 2” metal deck

Doors

Preliminary Not forPreliminary construction

WallElevation Types

Open to Below

Programing

Not for construction

Elevation FFE:Concret Floor slab 4” on 2” metal deck

UA Science Center UA Science UA Science Center

FFE:Concret Floor slab 4” on 2” metal deck Green Roof

Open to Below

Programing Mezzanine with Obervatory access

Open to Below

ProgramingWorkshop

Green Roof

Mezzanine with Obervatory access

Green Roof

Mezzanine with Obervatory access Workshop

7' - 0 3/16"

Paper Architects Ltd. Center

Workshop

7' - 0 3/16"

Concrete walls Concrete Floor at 20’-0” elevation

Green Roof

9' - 10 15/32" 7' - 0 3/16"

42' - 0 17/32"

Tucson, AZ

Paper Architects Ltd.

A-104 A-104

Tucson, AZ

A-200

Floor Plan 4 (20’ - 0”) 4 1" = 10'-0"

16'

Paper Architects Ltd.

32'

Floor Plan 4

A-200

Floor Plan 4 (20’ - 0”) 4 1" = 10'-0"

Comments

Green Roof

Observatory (Above)

Observatory (Above) 2

No.

Windows Concrete Floor 20’-0”elevation elevation Concrete Floor at at 20’-0”

Observatory (Above) 20' - 0" FFE

Date

Concrete walls Concrete walls

20' - 0" FFE

Comments

Comments DateDate

No.

Legend

Wall Types 42' - 0 17/32"

30' - 0" 9' - 7 13/16"

30' - 0"

42' - 0 17/32"

No.

Green Roof

9' - 10 15/32"

1 A-305

Course

1 A-200

Open to Below

A-305

Course Student

1 A-200

Mezzanine Mezzanine

Author February 14, 2015 Checker Author Checker

Student Date

Open to Below

1 A-200

Open to Below

Date

196 SF

Mechanical Room

2015S February 14, 2015 2015S Author February 14, 2015 Checker 2015S

Project Number

Mechanical Room

196 SF

75 SF

12' - 0 15/16"

30' - 0"

14' - 8 19/32" 12' - 0 15/16"

Open to Below

Tucson, AZ 85719

(623) 330-5364 Electrical Engineer: Lydia Hreniuc 2563 E Prince Road Tucson, AZ 85719 (623) 330-5364

1. Concrete parking with metal handrail/guardrail

9' - 6 1/2"

75 SF

Mezzanine 3

30' - 0"

62 SF

24' - 6 3/4"

30' - 0" 171' - 4 1/2" 30' - 0"

9' - 7 13/16"

Room

1 A-304

11' - 4 5/32"

30' - 0"

A-304

62 SF

A-304

A-305

4 Room

Key Notes

75 SF

A-201 1

9' - 6 1/2"

30' - 2 1/2"

701 SF

11' - 4 5/32"

62 SF

30' - 2 1/2"

Mechanical Engineer: 1. Concrete parking with metal handrail/guardrail Engineer: Charles GarneyElectrical & Josh Pentland Lydia Hreniuc 4545 E 5th Ave. 1. Concrete parking with metal handrail/guardrail Electrical 2563 E Prince Road Tucson, AZ Engineer: Lydia Hreniuc Tucson, AZ 85719 (480) 204-1915 2563 E Prince (623)Road 330-5364

9' - 6 1/2"

Corridor (enclosed) 8' - 7 11/16"

4545 E 5th Ave. Tucson, AZ(480) 204-1915 (480) 204-1915

Key Notes

22' - 5 3/4"

66' - 5 7/16"

4072 SF

8' - 7 11/16"

30' - 2 1/2"

Civil Engineer: Mahmood Al Musawi Mechanical Engineer: 3636 Stone Ave. Mechanical Engineer: Charles Garney & Josh Pentland Tucson, AZGarney 85719 Charles Josh Pentland 4545 E&5th Ave. Phone Tucson, AZ

Key Notes

38' - 11 5/32"

8' - 7 11/16"

10' - 11"

66' - 5 7/16"

Open to Below

4072 SF

Workshop

30' - 0"

Room

Landscape Architect: Corrie & Parker Sprague Civil Wilcox Engineer: Civil Engineer: 5656 E Grant Al Road Mahmood Mahmood MusawiAl Musawi Tucson, AZ 3636 3636 Stone Ave.Stone Ave. (623) 330-5364 Tucson, AZTucson, 85719AZ 85719 Phone Phone

P02

38' - 11 5/32"

4072 SF

701 SF

Workshop

Workshop 1

Open to Below

30' - 0" 30' - 0"

66' - 5 7/16"

30' - 0"

84' - 0 3/16"

Landscape Architect: Structural Engieneer: Landscape Architect: CorrieCooK Wilcox & Parker Sprague Andrew & Trevor Cordivari Corrie Wilcox & Parker Sprague 1212 E Speedway Blvd. 5656 E Grant Road Tucson, AZAZ5656 E Grant Road Tucson, Tucson, AZ (610) 733-7097 (623) 330-5364 (623) 330-5364

P02

24' - 11"

A-302

1. Concrete slab floor 6”

P02 07

84' - 0 3/16" 24' - 11"

170' - 9"

10' - 0 3/32"

84' - 0 3/16"

24' - 11"

22' - 5 3/4"

A-303

38' - 11 5/32"

P01

10' - 0 3/32"

170' - 9"

87' - 7 1/32"

--A-301

170' - 9"

1 A-302

05 04

5/18/2015 1:45:56 PM

P01

Scale 0'

16'

32'

A-200

16'

1" = 10'-0"

A-104

Floor Plan 4

Scale

Tucson, AZ

32'

1" = 10'-0"

Floor Plan 4

Scale

5/18/2015 1:45:56 PM

10' - 11"

22' - 5 3/4"

P01

A-302

A-303

--A-301

1" = 10'-0"

5/18/2015 1:45:56 PM

--A-301

Andrew CooK & Trevor Cordivari Contractor: Structural Engieneer: Zack Kuchin 1212 E Speedway Blvd. Andrew CooK & Trevor Cordivari 4585 4th Street Tucson, AZ1212 E Speedway Blvd. Tucson, AZ 85719 (610) 733-7097 Tucson, AZ (978)-886-2577 (610) 733-7097

General Notes

A 200

Owner: The University of Arizona Tucson, AZ 85721 (520)Owner: 621-5130

The University of Arizona Tucson, AZ 85721 (520) 621-5130

General Notes

Contractor: Zack Kuchin Owner: 4585Contractor: 4th Street The University of Arizona ZackAZ Kuchin Tucson, 85719 AZ 85721 Tucson, 4585 4th Street (978)-886-2577 Owner:(520) 621-5130

General Notes

1 1

A-305

P23

A-305

---

9 7

8 7

P19

of Arizona Tucson,The AZ University 85719 Tucson, AZ 85721 (978)-886-2577 Structural Engieneer:

Guardrail 45' - 0" Roof 40' - 0"

(520) 621-5130 Landscape Architect: Andrew CooK & Trevor Cordivari Landscape Architect: Corrie Wilcox &Speedway Parker Sprague 1212 Blvd. Corrie Wilcox &E Parker Sprague Structural Engieneer: 5656 ETucson, Grant Road AZ 5656Andrew E Grant Road Contractor: CooK & Trevor Cordivari Tucson,(610) AZ 733-7097 Tucson, AZ 1212 E Speedway Blvd. Zack Kuchin (623) 330-5364 (623)Tucson, 330-5364 AZ 4th Street 4585

General Notes

Guardrail 45' - 0" Roof 40' - 0"

(610) 733-7097 Tucson, AZ 85719

Landscape Architect:

(978)-886-2577 Corrie Wilcox & Parker Sprague Civil Engineer:

Mahmood AlArchitect: Musawi 5656 E Grant Road Civil Landscape Engineer: 3636 Stone Ave. Tucson, Mahmood Al Musawi Corrie Wilcox & AZ Parker Sprague Structural Engieneer: Tucson, AZ 85719 E(623) Grant Road 36365656 Stone Ave.330-5364 CooK & Trevor Cordivari Phone Andrew Tucson, AZ E Speedway Blvd. Tucson, AZ1212 85719 (623) 330-5364 Tucson, AZ Phone

Guardrail 45' - 0"

---

Contractor: Structural Engieneer: (520) 621-5130 Zack Structural Engieneer: Andrew CooK &Kuchin Trevor Cordivari 4585 Street CooK4th & Blvd. Trevor Cordivari 1212Andrew E Speedway Contractor: AZBlvd. 85719 1212AZ ETucson, Speedway Tucson, Zack Kuchin (978)-886-2577 Tucson, AZ Owner: (610)4585 733-7097 4th Street (610) 733-7097

General Notes

---

4 ---

A-305

---

Tucson, AZ 85719 The University of Arizona (978)-886-2577 Tucson, AZ 85721

General Notes

A-305

- ---

A-305

2 P2

---

Guardrail Roof 45' - 0"

40' - 0"

Civil (610)Engineer: 733-7097

Roof 40' - 0"

Mahmood Al Musawi Mechanical Engineer: Civil Engineer: Charles Garney & Josh 3636 Stone Ave.Pentland

Mahmood AlAve. Musawi 4545 ETucson, 5th AZ Architect: 85719 Landscape Mechanical Engineer: 3636 Stone Tucson, AZ Ave. Phone Corrie & Parker Sprague Charles Garney &Wilcox Josh Pentland Tucson, AZ 85719 (480) 204-1915 4545Phone E 5th 5656 Ave. E Grant Road Tucson, AZ Tucson, AZ(623) 330-5364 Mechanical (480) Electrical 204-1915 Engineer:Engineer:

Level 04_2nd Floor 20' - 1 9/16"

Guardrail 45' - 0" Roof 40' - 0" Loading Level Level 04_2nd Floor 0" 20' -4'1 -9/16" Level 04_2nd Floor

Lydia Charles Hreniuc Garney & Josh Pentland Mechanical Engineer: 4545 E 5th Ave. 2563 E Prince Road CharlesCivil Garney & Josh Pentland Tucson, AZEngineer: 85719 Tucson, AZ

4545 EEngineer: 5th Ave. Al Musawi Electrical Mahmood (623) 330-5364 (480) Tucson, AZ 204-1915 Lydia Hreniuc 3636 Stone Ave. (480) 204-1915 Tucson, AZ 85719 2563 E Prince Road Phone Tucson, AZ 85719 Engineer: Electrical (623)Electrical 330-5364 Lydia Hreniuc Engineer:

Level 3_ Ground Floor 20' - 10'9/16" - 0"

Loading Level 4' - 0" Level 3_ Ground Floor 0' - 0"

East 3 1" = 10'-0"

ast

16'

Key Notes Loading Level

Loading 4' - 0" Level Level 3_ Ground 4' -Floor 0" LevelLevel 3_ Ground Floor 0'Floor - 0" 04_2nd 0" 20' -0'1-9/16"

32'

2563 E Prince Road Lydia Hreniuc Tucson, AZEngineer: 85719 2563 EMechanical Prince Road (623) 330-5364 Tucson, AZ 85719 Charles Garney & Josh Pentland (623) 330-5364 4545 E 5th Ave.

Key Notes

Tucson, AZ

Key Notes

Project Number (480) 204-1915

Key Notes

Date

Electrical Engineer: Lydia Hreniuc Course Project Number 2563 E Prince Road Tucson, AZ 85719 330-5364 Project(623) Number Date Student

= 10'-0"

East East 3 1" 3 1" = 10'-0" = 10'-0"

16'

Loading Level 4' - 0" Level 3_ Ground Floor 0' - 0"

32' 0'

16'

32'

16'

32'

Project Number

Key Notes

Student Date Date StudentStudent Course CourseCourse

No.

East 3 1" = 10'-0"

16'

---

A-305

2015S February 14, 2015 2015S February 14, 2015 February 14, Author 2015 AuthorAuthor Checker

Comments

Checker Checker

Date

2015S February 14, 2015 Author No.No. Date Comments No. Comments Date CommentsDate Course Checker Project Number

Date

---

Legend

32'

2015S February 14, 2015 Author Checker 2015S

Concrete walls

Concrete Floor at 0’-0” elevation

Student

Legend Legend Legend Vertical water management/distribution ---

7P1

----

---

1 A-305

Guardrail 45' - 0"

A-305

P2 2

P2 P2 0A

1 1

Roof 40' - 0"

Doors walls Concrete

Concrete walls Concrete walls Wall Types Concrete Floor at 0’-0” elevation

No.

Concrete Floor at 0’-0” elevation

Concrete Floor at 0’-0” elevation Elevation

Vertical water management/distribution FFE:Vertical Concrete Floor slab 4” on 2” metal deck water management/distribution

---

A-305

Guardrail 45' - 0" Guardrail

45' - 0" Roof 40' -Roof 0" Level 04_2nd Floor - 0" 0A 20' - 1 40' 9/16" Roof

Guardrail 45' - 0" 40' - 0"

Doors Wall Types Elevation

Guardrail

Level 04_2nd Floor 20' - 1 9/16"

Doors Wall Types

Concrete walls Wall Types

Concrete Elevation Floor at 0’-0” elevation

FFE: Concrete Floor slab 4” on 2” metal deck

FFE: Concrete Floor slab 4” on 2” metal deck Vertical water management/distribution

West 4 1" = 10'-0"

16'

32'

Preliminary Preliminary Not for construction

UA Science Center Preliminary UANotScience for construction UA Science Center PaperScience Architects Ltd. UA

Doors Wall Types Elevation

Preliminary Not for construction Not for construction

FFE: Concrete Floor slab 4” on 2” metal deck

LoadingLevel 4' - 0" Level 3_ Ground Floor LoadingLevel 0' 4' - 0" - 0"

West 4 1" = 10'-0"

Date

Elevation

FFE: Concrete Floor slab 4” on 2” metal deck Level LoadingLevel 04_2nd Floor 45'- 0" - 0" 20' - 1 4' 9/16" Level 3_ Ground Level 04_2ndFloor Floor Roof - 0" 20' - 0' 140' 9/16" - 0"

Comments

Preliminary Not for construction

Legend Doors

Vertical water management/distribution

Center

Level 3_ 04_2nd Ground Floor Level 20' - 10'9/16" - 0"

LoadingLevel 4' - 0" Level 3_ Ground Floor 0' - 0"

Center UA Science A-201 Paper Architects Ltd. Center Tucson, AZ

Paper Architects Ltd.

LoadingLevel 4' - 0" Level 3_ Ground Floor 0' - 0"

Tucson, AZ

Elevation East+West

32'

Tucson, AZ

A-201

1" = 10'-0" Paper Architects Ltd.

Scale

West

= 10'-0"

West 4 1" = 10'-0"

16'

A-201

32'

Tucson, AZ

16'

32'

Elevation East+West Paper Architects Ltd. 1" = 10'-0" Elevation East+West Tucson, AZ

Scale

A-201

1" = 10'-0"

A-201

Elevation East+West 1" = 10'-0"

Scale

Elevation East+West Scale

1" = 10'-0"

5/18/2015 1:46:11 PM

5/18/2015 1:46:11 PM5/18/2015 1:46:11 PM

5/18/2015 1:46:11 PM

---

CD 0% (No Slope )

5156 SF

Collection 5156 SF

Storage 400

400 SF

18%

169 SF

Structural Engieneer: Andrew CooK & Trevor Cordivari 1212 E Speedway Blvd. Tucson, AZ (610) 733-7097

7% (Blind Slope)

169 SF

Laboratories 1597 SF

Mechanical Engineer: 5156 SF Charles Garney & Josh Pentland 4545 E 5th Ave. Tucson, AZ (480) 204-1915

Key Notes

1597 SF

18% Parking 90 36595 SF

Laboratories

Dead Space (Ramp above)

1597 SF

1. Concrete slab ramp to parking 2. Concrete FloorElectrical (parking) Engineer: 3. Precast concretLydia stairsHreniuc

2563 E Prince Road Tucson, AZ 85719 (623) 330-5364

M. Bathroom 222 SF

1. Concrete slab ramp to parking 2. Concrete Floor (parking) 3. Precast concret stairs

Office 2-3

213 SF

292 SF

Project Number

Dead Space

Student

430 SF

Office 4-5 345 SF

Office 1

Office 2-3

Office 4-5

213 SF

292 SF

345 SF

February 14, 2015 Author Checker

Dead Space 430 SF

Course

Concrete walls

Vertical water management/distribution Doors Doors

196 SF

Wall Types

15%

Date

Comments

591 SF

P.S. 2

332 SF

196 SF

Office 1

Office 2-3

Office 4-5

213 SF

292 SF

345 SF

Room

Concrete Floor at -31’-0” elevation

76 SF

Conference

Classroom 1

Classroom 2

350 SF

390 SF

Room 2424 SF

328 SF

Orentation / Seminar 446 SF

76 SF

Room 2424 SF

Dead Space

Vertical water management/distribution

430 SF

345 SF

Conference

Classroom 1

Classroom 2

350 SF

390 SF

Board Room

446 SF

64 SF

591 SF

Coat

Elevation

Preliminary Not for construction

Back of the House/Receiving + Storage 1810 SF

Supply Air

196 SF

Planetarium support (P.S.1) 591 SF

Retrun Air

P.S.3

Warm Water Supply to Cooling Tower

Room

Storage

Room

Coat

Room

64 SF

Back of the House/Receiving + Storage 1810 SF

Room

UA Science Center

488 SF

Shop

2424 SF

Open Space: Launge

Room

Cafe Servery

1988 SF

Cafe'

488 SF

1439 SF

948 SF

76 SF

Tucson, AZAir Supply

76 SF

Cafe Servery

1988 SF

948 SF

REF. REF.

OVENOVEN

P.S.3

HVAC

Coat 64 SF

262 SF

Supply Air

Tucson, AZ

Scale

Room 2424 SF

335 SF

1/32" = 1'-0"

Scale

HVAC P.S.3

488 SF

1439 SF

Open Space: Launge 1988 SF

Shop

Level 3:Level Ground Floor (0’) 3: Ground Floor (0’) 64 SF

Scale 1’ = 1/64”Scale 1’ = 1/64”

A-402

REF. REF.

OVENOVEN

HVAC

Office 262 SF

Scale

Level 3: Ground Floor (0’)

LEVEL 3: : (0’)

GROUND FLOOR

1/32" = 1'-0"

Cafe Servery

Cafe'

Back of the House/Receiving + Storage

UA Science Center 1810 SF

488 SF

1439 SF

Room 2424 SF

Open Space: Launge 1988 SF

Shop 948 SF

1810 SF

P.S.3 335 SF

REF. REF.

OVENOVEN

Office

Level 4: Second Floor (20’) Cafe Servery

Cafe'

488 SF

1439 SF

Shop

Open Space: Launge 1988 SF

948 SF

OBSERVATORY & WORKSHOP Scale 1’ = 1/64”

Back of the House/Receiving + Storage

Cooling Towers

262 SF

Paper Architects Ltd. Tucson, AZ

LEVEL 4: (20’)

Warm Water Supply to Cooling Tower

948 SF

Cold Water

Cooling Towers

Tucson, AZ

5/19/2015 11:09:16 PM

Level 4:Level Second Floor (20’) 4: Second Floor (20’) Cafe Servery

Cafe'

1/32" = 1'-0"

Paper Architects Ltd.

Coat

Retrun Air

Parking (-31’)

2424 SF

335 SF

Cooling Towers

Preliminary Level 1: Not for construction

Room

Warm Water Supply to Cooling Tower

REF. REF.

OVENOVEN Office

262 SF

Retrun Air

Cold Water

Office

2424 SF

Elevation

FFE:Concret Floor slab 4” on 2” metal d

A-402 A-402

Open Space: Launge

Shop

Wall Types

Planetarium support (P.S.1)

332 SF

Room

1439 SF

Vertical water management/distribution Doors

P.S. 2

Elevation

332 SF

Cafe'

2424 SF

446 SF

Paper Architects FFE:Concret Ltd. Floor slab 4” on 2” metal deck Paper Architects Ltd.

Cooling Towers

P.S. 2

196 SF

Orentation / Seminar

328 SF

591 SF

196 SF

Cooling Towers

390 SF

Wall Types

Storage

335 SF

Cold Water

Classroom 2

350 SF

Doors

P.S.3

335 SF

Classroom 1

Vertical water management/distribution

64 SF

FFE:Concret Floor slab 4” on 2” metal deck P.S. 2

Orentation / Seminar

328 SF

Coat

Planetarium support (P.S.1)

Concrete Floor at -31’-0” elevation

UA Science UA Science Center Center

15%

457 SF

332 SF

Parking 90 36595 SF

Concrete walls

Office 6-7

Room 2424 SF

Office 6-7 Board Room

Storage

Legend

300 SF

2424 SF

300 SF

Wall Types

walls

Concrete Floor at -31’-0” elevation

Room

457 SF

Office 4-5

292 SF

Date

Comments

Conference

Doors

Office 2-3

213 SF

430 SF

Room

300 SF

Office 6-7

76 SF

Office 1

Dead Space

457 SF

Preliminary Not for construction Preliminary Not for construction

Concrete walls AH

430 SF

Board Room

Wall Types

Elevation FFE:Concret Floor slab 4” on 2” metal deck FFE:Concret Floor slab 4” on 2” metal deck Supply Air Supply Air Retrun AH Air Retrun Air Cold Water Cold Water Concrete Warm Water Supply to Cooling Tower Warm Water Supply to Cooling Tower

332 SF

Storage

No.

Level 2: Legend Exhibit (-20’)

Elevation

Planetarium support (P.S.1)

P.S. 2

Legend

Planetarium support (P.S.1)

Vertical water management/distribution

446 SF

345 SF

Dead Space

Orentation / Seminar

328 SF

15%

UP Storage

Office 4-5

Office 6-7

390 SF

292 SF

Classroom 2

350 SF

LevelLevel 2: Exhibit 1: Parking(-20’) (-31’) No.

Office 2-3

300 SF 446 SF

Classroom 1

457 SF

Key Notes

1. Concrete wall 10” (Egress) 2. Concrete wall 10” (Egress) 3. Concrete wall 10” (Exterior)

Concrete Floor at -31’-0” elevation Conference Orentation / Seminar

328 SF

390 SF

Board Room

2015S February 14, 2015 Author Checker

Project Number Date Date

Concrete Floor at -31’-0” elevation

Office 6-7 Classroom 2

350 SF

1. Concrete slab ramp to parking 2. Concrete Floor (parking) 3. Precast concret stairs

Dead Space (Ramp above)

Course

Exhibit: Open Space 10156 SF

Concrete walls

Key Notes

Student

300 SF

Classroom 1

457 SF

213 SF

Date Comments No. Comments

1. Concrete wall 10” (Egress) 2. Concrete wall 10” (Egress) 3. Concrete wall 10” (Exterior)

Legend

Conference

Board Room

Office 1

Legend

Office 1

EXHIBIT Date

1. Concrete wall 10” (Egress) 2. Concrete wall 10” (Egress) 3. Concrete wall 10” (Exterior)

LEVEL 2: (-20’)2015S

Key Notes

Exhibit: Open Space 10156 SF

evel 1: Parking (-31’)(-20’) Level 2: Exhibit

Key Notes

PARKING

LEVEL 1: (-13’)

1597 SF

Course

No.

Exhibit: Open Space 10156 SF

2015S February 14, 2015 Author Checker

Laboratories

Course

169 SF

2015S Project Number February 14, 2015 Date Author Student Checker

Date 1. Concrete wall 10” (Egress) 2. Concrete Student wall 10” (Egress) 3. Concrete wall 10” (Exterior)

Electrical Engineer: Lydia Hreniuc 2563 E Prince Road Tucson, AZ 85719 (623) 330-5364

Level 2:Level Exhibit (-20’) (-20’) 2: Exhibit

Level 1:Level Parking (-31’) (-31’) 1: Parking

Project Number Key Notes

1. Concrete wall 10” (Egress) 2. Concrete wall 10” (Egress) 3. Concrete wall 10” (Exterior)

Exhibit: Open Space Parking 90 10156 36595 SF SF

Office 8

Electrical Engineer: Lydia Hreniuc 2563 E Prince Road Tucson, AZ 85719 (623) 330-5364

Level 3: Ground Floor (0’)

A-402

REF. REF.

OVENOVEN

HVAC Level

Office 262 SF

Scale

Level 3: Ground Floor (0’)

5/19/2015 11:09:16 PM

Dead Space (Ramp above)

Key Notes

Mechanical Engineer: Charles Garney & Josh Pentland Exhibit: Open Space 4545 E 5th Ave. 10156 SF Tucson, AZ (480) 204-1915

Key Notes

1597 SF

1. Concrete slab ramp to parking 2. Concrete Floor (parking) 3. Precast concret stairs

M. Bathroom 222 SF

15%

Laboratories

Dead Space (Ramp above)

1. Ducts in concrete floor slabs 6” (Level 3+4 o 2. Ducts in concrete floor 3 slab for levle 2 3. Ducts in concrete floor 2 slab for level 1 4. AH on very floor

Storage

Electrical Engineer: Lydia Hreniuc 2563 E Prince Road Tucson, AZ 85719 (623) 330-5364

Civil Engineer: Mahmood Al Musawi 3636 Stone Ave. Tucson, AZ 85719 Phone

169 SF

General Notes

400 SF Mechanical Engineer: Charles Garney & Josh Pentland 4545 E 5th Ave. Tucson, AZ (480) 204-1915

Key Notes

W. Bathroom 207 SF

Dead Space (Ramp above)

UP Office 8

Mechanical Engineer: Charles Garney & Josh Pentland 4545 E 5th Ave. Tucson, AZ (480) 204-1915

Key Notes

1. Concrete slab ramp to parking 2. Concrete Floor (parking) 3. Precast concret stairs

Landscape Architect: Corrie Wilcox & Parker Sprague 5656 E Grant Road Tucson, AZ (623) 330-5364

Civil Engineer: Mahmood Al Musawi 3636 Stone Ave. Tucson, AZ 85719 Phone

Collection

Laboratories

400 SF SF

W. Bathroom 207 SF

Civil Engineer: Mahmood Al Musawi 3636 Stone Ave. Tucson, AZ 85719 Phone

5/19/2015 11:09:16 PM

Parking 90 Storage 36595

Civil Engineer: Mahmood Al Musawi 3636 Stone Ave. Tucson, AZ 85719 Phone

Office 8

5/19/2015 11:09:16 PM

7% UP

Parking 90 36595 SF

169 SF

Landscape Architect: Corrie Wilcox & Parker Sprague 5656 E Grant Road Tucson, AZ HVAC (623) 330-5364

Landscape Architect: Corrie Wilcox & Parker Sprague 5656 E Grant Road Tucson, AZ (623) 330-5364

5156 SF

Landscape Architect: Corrie Wilcox & Parker Sprague 5656 E Grant Road Tucson, AZ (623) 330-5364

Office 8

Contractor: Zack Kuchin 4585 4th Street Tucson, AZ 85719 (978)-886-2577

M. Bathroom 222 SF

1. Ducts in concrete floor slabs 6” (Level 3+4 only) 2. Ducts in concrete floor 3 slab for levle 2 Bathroomfloor 2 slab for level 1 3. Ducts inM.concrete 222floor SF 4. AH on very

Collection

0% (No Slope )

10%

General Notes M. Bathroom 222 SF

7% (Blind Slope)

18%

400 SF

HVAC

Structural Engieneer: Andrew CooK & Trevor Cordivari 1212 E Speedway Blvd. Tucson, AZ (610) 733-7097

1212 E Speedway Blvd. Tucson, AZ (610) 733-7097

Storage

Owner: W. Bathroom The University of Arizona 207 SF Tucson, AZ 85721 (520) 621-5130

W. Bathroom 207 SF W. Bathroom 207 SF

Structural Engieneer: Andrew CooK & Trevor Cordivari 1212 E Speedway Blvd. Tucson, AZ (610) 733-7097

(978)-886-2577

3. Ducts in concrete floor 2 slab for level 2. 1 Ducts in concrete floor 3 slab for levle 2 4. AH on very floor 3. Ducts in concrete floor 2 slab for level 1 Structural Engieneer: 4. AH on very floor Andrew CooK & Trevor Cordivari

5156 SF

Contractor: Zack Kuchin 4585 4th Street Tucson, AZ 85719 (978)-886-2577

Collection Collection

Owner: The University of Arizona Tucson, AZ 85721 (520) 621-5130

Ducts in concrete floor slabs 6” (Level 3+4 only) General Notes Contractor: floor 3 slab for levle 2 General Notes Ducts in concrete Zack Kuchin Ducts in concrete 2 slab for level 1 4585floor 4th Street 1. Ducts in concrete floor slabs 6” (Level 3+4 only) Tucson, AZ 85719 AH3+4 ononly) very floor 2. Ducts in concrete floor 3 slab for levle 1.2 Ducts in concrete floor slabs 6” (Level Contractor: 1. Zack Kuchin 2. 4585 4th Street 3. Tucson, AZ 85719 (978)-886-2577 4.

7% (Blind Slope)

UP HVAC

10%

General Notes

HVAC

10%

Owner: The University of Arizona Tucson, AZ 85721 (520) 621-5130

0% (No Slope )

7% (Blind Slope)

18%

0% (No Slope )

)

Owner: The University of Arizona Tucson, AZ 85721 (520) 621-5130

HVAC

4: Second Floor (

Scale 1’ 1/64” 1/32" = =1'-0"

MATERIAL STUDY

ADOBE BRICK VAULT Material Project 2014 Material study test the charctoristic and strenth of adobe bricks. Four differnt type of Tucson soils with four diffent properties.

POSITION ON ARCHITECTURE Designing architecture spaces is a rewarding and powerful gift, that inspires, empowers, enlightens and stimulates our perspectives and imagination. By designing, we give shape, form, and life to our imaginative world. A good design gives a new life and meaning to senses that one can experience. Being in a space that is designed to respect its surroundings, especially natural environment, results in a perfect harmony. Over the past few years of working towards my Master of Architecture, I have learned numerous skills and have grown immensely as a person. My understanding of the deeper meaning of architecture has enabled me to combine the strongest aspects of my personality such as passion for design, specific understanding of space and light, eagerness for solving practical problems, and working collaboratively with others. In fact, architecture has been a powerful influential force in my life that has given me a sense of direction and meaning. Traveling has expended my mind and horizons to understand and appreciate the traditional, cultural and contemporary architecture around the world. For example, the simple and artistic architecture of Tucson, a city with diverse style and creativity, has inspired me with Spanish historical buildings of Barrio Santa Rosa and the contemporary architecture the Desert Nomad House and the Austere Tucson Mansion, by Rick Joy, that expresses rusted steel and rammed earth elements. I am also deeply inspired and touched by many architects such as Zaha Hadid for her geometric structure and architectural design of The China Guangzhou Opera project. The simple design of The Brother Klaus Field Chapel by Peter Zumthor that connects the building with the sky and enlivens the interior atmosphere with natural light inspires me as well. One of the greatest challenges I have faced has been learning to design with a desert environment of Arizona, which, over time has become an integral part of my design process and realization. I draw inspiration and admiration for designs that combine natural architecture elements, qualitative design, and unique sustainable practices in an efficient way. I am dedicated to learning new approaches and designing spaces that provides a variety of natural light and material with integrated passive strategies that respond to the local environment. Farhana Virk 2016

Thank You