Phung Hong - 2021 Portfolio by Phung Hong

Portfolio ARCHIT TECTUR RE - INTERIOR DESIGN 2015 - 2020 PHUNG HONG

Phung Hong (402)-440-2001 phungtaihong@gmail.com

With an undergraduate degree in interior design and a graduate degree in architecture,these degrees have oďŹ&#x20AC;ered me a unique perspective on the built environment and the people who inhabit it. I am excited to continue to make connections between these degrees towards enhancing the human experience. Design is one of the most powerful forces in our lives and can trigger the physical, physiological and psychological wellbeing. As modern society citizens spend 90 percent of their time indoors, buildings and urban spaces should be designed around their occupants. Design should address growing societal needs including aďŹ&#x20AC;ordability and sustainability towards a sensible yet enduring architecture. The discipline of architecture, urban planning, and landscape architecture help shape the built environment. To participate in the built environment, one must consider not only space but experience through social and cultural identities. Additionally, the design of the built environment must continually consider the historic and scientific influences while looking towards the future. I am a sensitive designer who is passionate about the potential that design has for human wellbeing. With this passion and dedication to the built environment I am excited to apply the knowledge I have learned in school to the profession of architecture.

Resume Education:

Computer Skills:

MASTER OF ARCHITECTURE University of Nebraska Lincoln • August 2015 - May 2018 BACHELOR OF SCIENCE IN INTERIOR DESIGN MINOR IN PRODUCT DESIGN University of Nebraska Lincoln • August 2010 - May 2015

Rhino 3D Modeling Revit Adobe Creative Suite 3D Rendering Enscape AutoCAD Google Sketchup Microsoft Office

Job History:

Professional Skills:

DLR Group. Lincoln, NE. • June 2018 - April 2020: Architect

Precix 3-Axis Router/CNC Plastics Fabrication Metal Fabrication Branding

DLR Group. Lincoln, NE. • September 2016 - May 2018: Intern Architect University of Nebraska Lincoln. Lincoln, NE. • September 2017: Graduate Intern Position. OPN Architects. Cedars Rapid, IA. • June 2016-August 2016: Intern Architect Paul Daniels Interiors. Lincoln, NE. • May 2014-August 2014: Interior Design Intern

Achievements: Design Futures Council Graduate Presentation Program - 2018 • Awarded by DFC jury based on six characteristics of a DFC Scholar: design excellence, collaborative work ethic, ability to positively influence others, sustainable design, technology adoption, and design for health. SARA National Design Award-Bee Research Facility - 2017 SARA-NY Design Award-Bee Research Facility - 2017

Involvement:

Hazel V. Emley Scholarship - Spring 2015

SARA [Society of American Registered Architects] • July 2017 - Present

Hazel V. Emley Scholarship - Spring 2015

AIA [The American Institute of Architecture] • July 2015 - Present

Reference: John Badami - DLR Lincoln office Principal • (402) - 972 - 4123 • Jbadami@dlrgroup.com

Elmer Rhoden Merit Scholarship - Fall 2014 George and Mary Haskell Scholarship - 2012; 2013 University of Nebraska-Lincoln Deans’ List/Honor - 2011

Academic Works ARCH 610 - FALL 2017

re-FORM ARCHITECTURE: Alliance Wellness Center

ARCH 311 - SPRING 2016

AGORAPHOBIA ARCHITECTURE Suburban Agoraphobia

IDES 451 - SPRING 2015

INTERIOR DESIGN - CAPSTONE PROJECT The Hub

ARCH 511 - FALL 2016

TECTONIC ARCHITECTURE Roofscape

Alliance is a city in Box Butte County, in the Northwestern part of the state of Nebraska, in the Great Plains region of the United States. Its population was 8,491 at the 2010 census. It is the county seat of Box Butte County. Alliance is facing an aging population problem. Lack of healthcare, education, and job opportunities draw younger generations to bigger towns. By focusing on several aspects such as Civic, Commercial, and Residential, the intention of the project is to create programs that support community Healthcare/Wellness in small towns.

22.2%

14%

7.6%

n s p r t a ti o o

The goal of the project is to create architecture strategies to help small towns move forward based on the decline in small town USA.

Total Employees 319

Professor: Kevin Augustyn Lisa Marie Miller

Total Employees 594

a lt h c a r e

u f a c t u ri n

ALLIANCE WELLNESS CENTER

Total Employees 934

re-FORM ARCHITECTURE:

8,491

20%

Population in 2010

15%

8,476

10%

Population in 2016

8,451 Population in 2021

5-17

17-24

25-34

35-44

45-54

55-59

60-61

62-64

65-74

>75

LIBRARY/ RECEPTION ADMINISTRATION LABORATORY OUTPATIENT CARE

SURGERY

INPATIENT CARE

Facade Renovation with Alternative Circulation FOOD SERVICE

INDOOR GREEN SPACE

RADIATING/MEDICAL IMAGE EMERGENCY

REC CENTER/PHYSICAN

Site Isometric

Wellness Center _ Programing

Reno va tio n

R en ov at io

m triu A -

ork Reception eW -W

Public Program _ Section Perspective

We lln e

rnte

LOUNGE

Cafeteria

INPATIENT CARE

CAFETERIA

LIBRARY/ RECEPTION

INDOOR GREEN SPACE

OUTDOOR PLAZA

REC CENTER

Wellness Program _ Section Perspective

C C

RE R ETA TAIL L

C C

RETA RE TAIL TA L D

1 3

RETA RE TAIL TA IL RE ETA TAIL L

RETA RE TA AIL

2 6

A A

8 A

LEGEND _ WELLNESS CENTER 1. INDOOR GREEN GARDEN 2. REC CENTER/ PHYSICIAN 3. FOOD SERVICE 4. RADIATING/MEDICAL IMAGE 5. EMERGENCY 6. CAFETERIA 7. COMMUNITY LOUNGE 8. RECEPTION 9. INPATIENT CARE 10. OUTPATIENT CARE 11. ADMINISTRATION 12. LABORATORY 13. SURGERY 14. LIBRARY / RECEPTION 15. LOUNGE

N First Floor

South Elevation

I H D

LEGEND _ PUBLIC SPACE

F LOOK TO BELOW

A. BUSINESS INCUBATOR B. BIG HOUSING UNIT C. SMALL HOUSING UNIT D. CLASSROOM / CONFERENCE E. KITCHEN F. WEWORK G. RECEPTION H. WORKSHOP I. LOUNGE

LOOK TO BELOW

N 9

Second Floor

North Elevation

SUBURBAN ARCHITECTURE:

BEE RESEARCH FACILITY Professor: David Karle Team Member: Darin Hanigan Brooke Sayler Award: â&#x20AC;˘ SARA New York - Unbuilt Suburban Project - 2017 â&#x20AC;˘ SARA National Design Award - Unbuilt Suburban Project - 2017

Our intention is to give back to the rural landscape. We are creating an environment for a therapeutic and unique opportunity to bee keep and provide education of bees. The program, along with architecture, interacts with the existing landscape in order to educate and encourage interaction with the rural environment. The challenge in this project is to create a calm environment and to provide enough nutrition for bee living habitat.

Chadron

Valentine Zone D: Pros: •close to river •adjacent ponds Cons: •far from highway

Norfolk Scottsbluff

Zone B: Pros: •easily accesible •surrounded by ponds •paths to river and trees Cons: •no direct path to river

Columbus Omaha

Zone A: Pros: •easily accesible Cons: •too close to highway •not enough enclosure

North Platte Grand d Island

Gothenburg Lexington

Kearney

York

Bee Farm

Zone C: Pros: •paths to river and trees •surrounded by ponds Cons: •too far from highway

Parking

Site Selection: •close enough to highway to be accesible •far enough from highway to include site interaction •surrounded by ponds •close to river •close to trees

Lincoln

Hastings

McCook

Wind Breaking Replanting Hackberry + American Sycamore

Buffering Zone Tree Lilac + Miyabe Maple

Apples, Pears, Sour Cherries, and Plums

Berries + Flowering Plants

Landscaping Analysis

Workshop

Classroom

Video

Lounge

Cafe/Retail

Floor Plan

Roof slope Direct sunlight Create space Influence circulation

Indirect sun Bee access Bee habitat Create space

Indirect sun Bee access Multiple bee habitat Human access Create space

7 Bee / Human

Human

Access

Bee Access

Bee Oculus Diagram

Perforated Metal Panel Metal Flashing Translucent Roof Panel Wood Sheathing W/ Waterproof Membrane White Oak Glue-Lam

Glazing Perforated Metal Panel Metal Flashing White Oak Glue-Lam Hollow Core W/ Concrete Top Rigid Insulation Concrete Pier

Bee/Human Oculi Section Perspective - Structure Details

White Oak Glu-lam Grid

Perforated Metal

Main Entrance

Curtain Wall

Concrete

Cedar Decking

Cafeteria

Concrete

Material Diagram

Building on Site Perspective

Bee Occupied/Education

Forest

Human Occupied/Entertainment

Bee

Circulation

Public

Water

Section Perspective

INTERIOR DESIGN - CAPSTONE PROJECT:

THE HUB Professor: Tom Allisma

The design goal is to create a place where people can have a relaxing time reading their book within their privacy zone but still able to communicate with others if needed. The Branding comes from the facts below: • People come to the library because they want to have their own place, with privacy, to enjoy reading books • They also want the chance to get involved with people in their community at the same time The Hub represents private space to individuals but also demonstrates a place where people can gather together to enjoy the books. Transformation is the main concept of “The Hub” because of: • The changing of the Haymarket area at downtown Lincoln from a historical area to the mixture of modern and historical pieces we see nowadays • The influence of technology on people’s reading habit • The changing in size from traditional libraries to compact libraries

UP UP

First Floor Plan

DN UP DN

UP DN

N Second Floor Plan

Public Lounge

Private Lounge

- R ec

eption

Pu b

lic

a are

lic

a are

eteria - C af

Section

TECTONIC ARCHITECTURE:

ROOFSCAPE Professor: David Karle Team Member: Darin Hanigan

The diversity of program types which exist within a strip mall can attract many different users. Our program is intended to take that diversity of users which already exists within the strip mall environment and strengthen the relationship. Through activities that are creative based, we look to create opportunityies for the users to take advantage of resources they might not otherwise have access to. Part of this creative program would also give an opportunity for those users to utilize vacant space within the strip mallâ&#x20AC;&#x2122;s first floor, thus creating opportunity for local business growth

p |

Light & Water Control Sound Control

Maker Space Circulation Circul Circu Ci lation latio ti n

Circulation

ulin in nary ary Culinary

Circulation

Music

Circulation

Music

K-S eir

nel Pa

Me tal T

ss Tru es

ss ru

onrete Slab eC or

Green -ro o

Wood D ec k

Hollo w

Wood C eil in

Meta lR o

Folded Plate Truss Function Diagram

iew fV

N Material and Structure Diagram

Site Plan

Music

Maker

Culinary

5 5

3 UP

2nd and 3rd Floor Plan Scale: 1/32” = 1’-0”

Culinary

Commons

Maker

Music

Veritical Circulation

n ai

nce tra n E

Second and Third Floor Plan

LONG SPAN METAL DECK METAL ROOF SHEATHING

WOOD BLOCKING METAL FASCIA

STRUCTURAL STEEL

CURTAIN WALL

METAL ROOF

RIGID INSULATION LONG SPAN METAL DECK

BRIDGE TRUSS

SHEATHING EXTERIOR FINISH STUCCO COUNTER FLASHING METAL ROOF RIGID INSULATION LONG SPAN METAL DECK STEEL TRUSS

METAL FURRING

WOOD BLOCKING AIR BARRIER .08 ALUMINUM FLASHING BACKER ROD AND SEALANT CURTAIN WALL STEEL BRIDGE TRUSS

FINISH WOOD CEILING

Section Perspective - Culinary

GLASS RAILING

DECK

HOLLOW CORE TOPPING

STEEL BRIDGE TRUSS

12" HOLLOW CORE

CULINARY FLOOR 122'-8"

CURTAIN WALL

SHEATHING .08 ALUMINUM FLASHING EPDM MEMBRANE ROOF OVER NEW PARAPET CAP

AIR BARRIER GROWING MEDIUM CL

STRUCTURAL STEEL

EXTERIOR FINISH STUCCO RIGID INSULATION

STRUCTURAL STEEL EXISTING ROOF DECK DRAINAGE LAYER

Section Perspective - Common Public Place

Section Perspective - Music

Professional Works Projects worked on while previously employed with DLR Group

BLACK HILLS CORPORATION

OMAHA PUBLIC HIGH SCHOOL

C Y THOMPSON LIBRARY

HAYDEN PLACE

Apartment Building

01 BLACK HILLS CORPORATION Team member: Scott Shiffermiller - Project Manager Jenna Kurger - Project Architect Phung Hong - Project Designer

Exterior Scheme 1

Exterior Scheme 2

Exterior Scheme 3

Exterior Scheme 4

Location: Council Bluffs, Iowa Complete Date: 2020 Responsibilities: Schematic Massing Design Construction Document

Black Hills, based in Rapid City, South Dakota, provides natural gas service to Lincoln and more than 300 cities and towns in Nebraska. The project started with a new center in Lincoln, and small offices at Papillion and Cheyenne. The project then led to a big headquarter in Council Bluffs, and 18 offices in small cities around Nebraska. The intention is to allow better control costs and position Black Hill Engergy services well to continue to be committed to serving customers across Nebraska.

APPLIED FILM WITH CUSTOM GRAPHIC PREFIN MTL COPING 2

MECHANICAL EQUIP. SEE MECH

MTL PNL 2

PREFIN MTL COPING 1

MTL PNL 1

PJ PRECAST CONC.

PRECAST CONC.

ACM PANEL SYSTEM (MTL PNL 3)

T.O. WALL - ENTRANCE 143' - 6"

MTL PNL 2

PREFIN MTL COPING 1

MTL PNL 2

PRECAST CONC.

4' - 0"

5' - 6"

24' - 0" 4 EQ SPACED JOINTS

5' - 6"

4' - 0"

5' - 6"

24' - 0" 4 EQ SPACED PANELS

5' - 6"

4' - 0"

30' - 0" 5 EQ SPACED JOINTS

3' - 11"

MTL PNL 2

8' - 8"

MTL PNL 2

STONE VENEER

8' - 8"

MTL PNL 1

6" GUTTER

T.O. PARAPET 134' - 0"

PJ MTL PNL 2

STONE VENEER

6" GUTTER

1' - 9"

7' - 4"

DOWNSPOUT

1' - 3"

5' - 6"

6' - 8"

6' - 2"

7' - 2"

1' - 1" 6' - 10"

T.O. WALL - WAREHOUSE 119' - 6"

LIGHTING DEVICE, SEE ELEC. TYP

1' - 9"

LEVEL 02 115' - 4"

7' - 4"

T.O WALL - OFFICE 114' - 0"

7' - 2"

8' - 0"

DOWNSPOUT

T.O. WALL - WAREHOUSE 119' - 6"

T.O WALL - OFFICE 114' - 0"

$ TYP

B106B

8' - 0"

TYP

MTL BUILDING FRAME

TYP

46 A10.1

B100A

FOOTINGS, SEE STR

2' - 8"

C103B CJ

CARD READER, SEE ELEC

4" DOWNSPOUT CONNECTION BEHIND COLUMN. SEE CIVIL. CONTINUE HEAT TRACE SYSTEM 3' INTO UNDERGROUND PIPE.

West Elevation

DOOR ACTUATOR AND CARD READER ON SWITCH POST

WALL HYDRANT, SEE MECH

CARD READER, SEE ELEC

WALL HYDRANT, SEE MECH

LEVEL 01 100' - 0"

FOOTINGS, SEE STR WALL HYDRANT, SEE MECH

PR-13

PRECAST BEHIND MTL PNL 1 SLOPES TO MATCH T.O. PARAPET, SEE DETAILS

PREFIN MTL COPING 2 MTL PNL 1

10' - 0"

6" GUTTER

T.O. WALL - ENTRANCE 143' - 6"

STANDING SEAM MTL ROOF

8' - 2" 2 EQ

10' - 0" PJ 2 EQ

LOUVER, SEE MECH

DOWNSPOUT CONNECTION, TYP. SEE CIVIL. CONTINUE HEAT TRACE SYSTEM 3' INTO UNDERGROUND PIPE.

PRECAST CONC.

12' - 0"

DOWNSPOUT

6" GUTTER

PREFIN MTL COPING 1

PJ (END OF PRECAST BEHIND MTL PNL 1)

MTL PNL 2

1' - 0"

LIGHTING DEVICE, SEE ELEC. TYP

LEVEL 01 100' - 0"

10' - 0" PJ 2 EQ

19' - 9" 5 EQ

4' - 0" PJ

23' - 7" 6 EQ

7' - 4" PJ 2 EQ

T.O. PARAPET 134' - 0" ROOF 130' - 8"

LOUVER, SEE MECH

STANDING SEAM MTL ROOF

MTL PNL 2

MTL PNL 2 ACM PANEL SYSTEM (MTL PNL 4) T.O. WALL - WAREHOUSE 119' - 6" 2' - 6" 3' - 0" 3' - 0" 3' - 0" 3' - 0"1' - 6"

T.O WALL - OFFICE 114' - 0" L A113A

A112A

A111A

A110A

A108

A107 E1

ACM PANEL SYSTEM (MTL PNL 3)

LEVEL 01 100' - 0"

THERMALLY INSULATED OVERHEAD DOOR, TYP.

BOLLARD, TYP.

MECHANICAL EQUIP, SEE MECH

WALL HYDRANT, SEE MECH. TYP

ACM PANEL SYSTEM (MTL PNL 4)

FOOTINGS, SEE STR

DOWNSPOUT CONNECTION BEHIND COLUMN, SEE CIVIL. CONTINUE HEAT TRACE SYSTEM 3' INTO UNDERGROUND PIPE.

North Elevation

PR-13

SLOPED MEMBRANE ROOF MECHANICAL EQUIP. SEE MECH

PRECAST CONC.

PREFIN MTL COPING 1

MTL PNL 2, RECESS PRECAST 1/2" TO ACCOMODATE MTL PNL

6" GUTTER SCUPPER PREFIN MTL COPING 2

MTL PNL 2, RECESS PRECAST 1/2" TO ACCOMODATE MTL PNL

PREMANUFACTURED CANOPY SYSTEM

6" GUTTER

STANDING SEAM MTL ROOF

DOWNSPOUT CONNECTION, SEE CIVIL. CONTINUE HEAT TRACE SYSTEM 3' INTO UNDERGROUND PIPE.

MTL PNL 2

4' - 0"

5' - 8"

24' - 11 1/2" 4 EQ SPACED JOINTS

T.O. WALL - ENTRANCE 143' - 6"

MTL PNL 2

PREFIN MTL COPING 1

MTL PNL 4

LOUVER, SEE MECH

6' - 4"

6' - 8" 2 EQ

6' - 4"

24' - 11 1/2" 4 EQ SPACED JOINTS

5' - 8"

4' - 0"

10' - 0" 2 EQ

PRECAST CONC.

10' - 0" 2 EQ

8' - 10" 2 EQ

LOUVER, SEE MECH T.O. PARAPET 134' - 0"

FREE STANDING CANOPY STRUCTURE BY PEMB MFR

MTL PNL 2

8' - 8"

MTL PNL 1

MTL PNL 1 6" GUTTER

LIGHTING DEVICE, SEE ELEC, TYP

6" GUTTER

8' - 0"

PR-13 G

SECURITY DEVICE, SEE ELEC TYP

8' - 0" 7' - 4" 19'-0" T.O. EAVE STRUT

MTL BUILDING FRAME

C110B

1 1/2" HSS GALV STEEL GAURDRAIL

T.O. WALL - WAREHOUSE 119' - 6"

DOWNSPOUT

51 A10.1

8" B138.1B

B136B

TYP

SECURITY DEVICE, SEE ELEC. TYP

51 A10.1

8" B135B

TYP

$ TYP

B138.1C

DOWNSPOUT CONNECTION, SEE CIVIL. CONTINUE HEAT TRACE SYSTEM 3' INTO UNDERGROUND PIPE.

B133C

A100C

B133B

C110C

2' - 8" ADD-1 FOOTINGS, SEE STR

CARD READER, SEE ELEC

THERMALLY INSULATED OVERHEAD DOOR

CARD READER, SEE ELEC

WALL HYDRANT, SEE MECH

East Elevation

LEVEL 01 100' - 0"

THERMALLY INSULATED OVERHEAD DOOR, TYP.

WALL HYDREANT, SEE MECH

FOOTINGS, SEE STR

CARD READER, SEE ELEC

DOWNSPOUT CONNECTION, SEE CIVIL. CONTINUE HEAT TRACE SYSTEM 3' INTO UNDERGROUND PIPE.

AST ELEVATION AREA B & A

BOLLARD THERMALLY INSULATED OVERHEAD DOOR PR-13

PREFIN MTL COPING 2 MTL PNL 2

10' - 0" 2 EQ PJ

PREFIN MTL COPING 1

MECHANICAL EQUIP, SEE MECH

PRECAST CONC.

10' - 0" 2 EQ PJ

LOUVER, SEE MECH HEAD:23/A9.3, TYP. JAMB: 33/A9.3, TYP. SILL: 43/A9.3, TYP.

10' - 0" 2 EQ PJ

MECHANICAL EQUIP. SEE MECH T.O. WALL - ENTRANCE 143' - 6"

10' - 0" 2 EQ PJ

8' - 10" 2 EQ PJ

8' - 8"

6' - 0" (PANEL BEYOND)

8' - 0" 2 EQ

MTL PNL 1

T.O. PARAPET 134' - 0"

STANDING SEAM MTL ROOF

LIGHTING DEVICE, SEE ELEC. TYP

6" GUTTER

FREE STANDING CANOPY STRUCTURE BY PEMB MFR

8' - 0"

MTL PNL 2 T.O. WALL - WAREHOUSE 119' - 6"

1' - 6"3' - 0" 3' - 0" 3' - 0" 3' - 0" 2' - 6"

19'-0" T.O. EAVE STRUT

7' - 4"

ACM PANLE SYTEM (MTL PNL 3)

PRECAST CONC. PLANTER BOX

8' - 0"

C110D

T.O WALL - OFFICE 114' - 0"

6" GUTTER AND DOWNSPOUT CONNECTION, SEE CIVIL. CONTINUE HEAT TRACE SYSTEM 3' INTO UNDERGROUND PIPE.

2' - 8"

3' - 6"

B1S3B LEVEL 01 100' - 0"

PR-03 CARD READER, SEE ELEC.

FOOTINGS, SEE STR DOWNSPOUT, TYP.

South Elevation

6 " GUTTER

SECURITY DEVICE, SEE ELEC TYP

WALL HYDRANT, SEE MECH

A111C

B1S2B LEVEL 01 100' - 0"

THERMALLY INSULATED OVERHEAD DOOR

1 1/2" GALV STEEL

PR-13

CARD READER, SEE ELEC

PR-13

20 160 VEHICLE BAY A113 1180 SF 3

VEHICLE BAY A112 1215 SF 3

VEHICLE BAY A111 1215 SF 3

20 165

VEHICLE BAY A110 1215 SF 3

WORK AREA A109 623 SF 2

RECEIVING C110 5600 SF 12

21 160

SM CONF B109 113 SF 8

OFFICE B110 124 SF 2

First Floor Plan

TRA VEL D 148' ISTAN CE - 6" MD CONF B102 207 SF 14

14 160 OPEN OFFICE B122 1124 SF 12

CORR B128 106 SF

RR B125 63 SF

BREAK ROOM B126 136 SF 2

FATIGUE B127 79 SF 1

1 OFFICE C106 118 SF

1 OFFICE C107 118 SF

OFFICE B206 123 SF 2

1 - VX

61 165

1 - VX

127 160 MECH/ STORAGE B144 305 SF 2

STAIR B1S3 226 SF

SP OPEN OFFICE B202 2916 SF 32

OPEN TO BELOW

CORR B200 894 SF

BREAK OUT SPACE B203 121 SF 2

MD CONF B201 344 SF

OFFICE B224 137 SF 2

HEALTH ROOM B215 78 SF

KITCHEN B214 293 SF 3 ELEV B2E1 59 SF 1 - FB

OFFICE B223 137 SF 2

1 - FB

OFFICE B204 123 SF 2 126 165

OFFICE B217 115 SF

TRAVEL DISTANCE = 157' - 0"

OFFICE B205 123 SF 2

OPEN OFFICE C105 440 SF 5

1 - FB

1 - VX

1 - FB

2 OFFICE B143 116 SF

STORAGE B142 63 SF OPEN OFFICE B140 1127 SF 12

WOMEN'S B213 231 SF

BREAK OUT SPACE B222 2 137 SF

OPEN OFFICE B216 4050 SF 41

1 - FB

MED CONF B141 244 SF 17

OFFICE B218 117 SF 2

MEN'S B212 231 SF

BREAK OUT SPACE B208 123 SF 2 OFFICE B207 121 SF 2

MD CONF B221 235 SF 16

STAIR B2S1 164 SF

STORAGE B233 88 SF

WORK ROOM B229 149 SF STORAGE/ 3 MECH B234 264 SF 1 FILE STORE B230 153 SF 2

OFFICE B225 137 SF 2 OFFICE B226 137 SF 2

OPEN OFFICE B228 3026 SF 31

BREAK OUT SPACE B227 2 136 SF 1 - VX

CORR B231 214 SF

LG CONF B232 735 SF 50

126 160

STAIR B2S3 232 SF

CORR B103.3 59 SF

Second Floor Plan

54 160

29 160

VESTIBULE B100 248 SF

OFFICE B124 106 SF 2

1 STORAGE B139 198 SF 1

STORAGE/JAN C104 71 SF

1 - FB

SM CONF B209 122 SF 8

SM CONF B220 118 SF 8 BREAK OUT SPACE B219 118 SF 2

1 - VX

LG CONF B103.1 833 SF 56

SM CONF SP B123 134 SF 10

DATA SP B129 178 SF 1

1 - VX

IT WORKROOM B211 262 SF 3

1 - VX

124 340

28 325

SM CONF B108 113 SF

STAIR B1S1 169 SF

DATA C102 67 SF

- 0" 104'

1 - VS

EQUIP B131 57 SF

60 165

WAREHOUSE C103 7452 SF 15

CE = TAN

ELEV B1E1 59 SF

54 165 STORAGE B103.2 106 SF 1

OPEN OFFICE B106 2077 SF 21

1 - VS

LAB C100 399 SF 5

1 - FB

CLASSROOM B137 1091 SF 11

1 - VX

CLASSROOM B134 1092 SF 11

20 165

WOMEN'S LOCKER B121 3 245 SF

124 165

BREAK ROOM B104 1150 SF 77

CLASSROOM B132 1092 SF 11

WOMEN'S B120 224 SF

1 - VX

1 - FB

STAIR B2S2 234 SF

CORR B210 303 SF

L DIS

OFFICE B111 127 SF 2

LAB C108 618 SF 7

13 160

1 - FB

MEN'S B118 224 SF

VE TRA

BREAK OUT SPACE B113 125 SF 2 BREAK OUT SPACE B112 125 SF 2

LAB B138.1 722 SF 8

2 CORR B117 336 SF

WORK/FILE ROOM B107 276 SF 3

LAB B136 384 SF 4

LAB B135 384 SF 4

1 - FB

TECH DESKS B114 1203 SF 30

HEALTH B105 94 SF 1

LAB B133 777 SF 8

1 - VS

CORR B115 217 SF

MECH A100.1 321 SF

1 - VX MEN'S LOCKER B119 3 245 SF

1 - FB

1 - FB STORAGE/JAN 1 B116 153 SF

1 - FB

1 - FB DATA A101 235 SF 1

1 - FB

TRAVEL DISTANCE - 143' - 0"

ELEC A102.1 393 SF 2

1 - FB

1 - VX STORAGE B138.2 56 SF 1

1 - VX

STAIR B1S2 228 SF COMMON PATH OF 130 TRAVEL = 76' - 0" 165

MATERIAL MANAGEMENT A100 3636 SF 8

MECH A102.3 580 SF 2

1 - VX

130 160

OPS WORK AREA A103 585 SF 2

MECH/ELEC C109 697 SF 3

OFFICE A106 124 SF 2

RR A105 76 SF

1 - VX

STOR A104 110 SF 1

S2 OCCUPANCY 14744 SF

B OCCUPANCY 24209 SF

1 - FB

WELDING A107 527 SF 2

S2 OCCUPANCY 12627 SF

VEHICLE BAY A108 623 SF 2

STANDING SEAM MTL ROOF BY PEMB MFR

PREFIN MTL COPING EXT PLYWOOD

PREFIN MTL COPING 1

1" THERMAL SPACER BLOCK @ EAVE STRUT AND PURLINS

CONT. TREATED WOOD BLOCKING

10" PURLIN BY PEMB MFR

1 1/2" RIGID INSULATION BETWEEN TREATED 2x4S @ 24" O.C.

T.O. PARAPET 134' - 0"

MEMBRANE ROOF

1 1/2" ROOF INSULATION BETWEEN TREATED 2x4S @ 12" O.C.

MTL BLDG INSULATION W/ INTEGRATED AIR BARRIER BY PEMB MFR

T.O. PARAPET 134' - 0"

A7.7 -2,67 %($5,1* 6(( 675

TRIM BY PEMB MFR

5/8" EXT SHEATHING

EAVE STRUT

INSULATED PRECAST WALL PANEL

LINER ANGLE, TRIM, AND LINER PANEL BY PEMB MFR - WHERE OCCURS, SEE WALL SECTIONS

ROOF MEMBRANE TO EXTEND OVER TOP OF PARAPET WALL

OVERHANG FRAMING BY PEMB MFR

COVER BOARD

8' - 8"

TAPERED INSULATION IN CRICKET

INSULATED PRECAST WALL PANEL

MTL BLDG INSULATION W/ INTEGRATED AIR BARRIER BY PEMB MFR

2 - 2 1/2" LAYERS OF ROOF INSULATION

15 A9.4

STEEL ANGLE, SEE STR MTL DECK, SEE STR STEEL JOIST, SEE STR

MTL BLDG WALL PANEL BY PEMB MFR MTL STUD FURRING WALL, SEE PLAN

TRIM BY PEMB MFR

7 2 23(1,1*

2' - 0"

8" GIRT BY PEMB MFR MTL BLDG WALL PANEL BY PEMB MFR

8' - 0"

ALUM STOREFRONT, AS SCHEDULED

A7.7

PARAPET DETAIL

A7.6

METAL BUILDING EAVE AT METAL PANEL SCALE: 1 1/2" = 1'-0"

SCALE: 1 1/2" = 1'-0"

SLOPED STANDING SEAM ROOF

MTL STUD FURRING WALL, SEE PLAN

BC 21

A7.6

A9.4

COLD FORMED BRACE @ 16" O.C.

7 2 6,//

INSULATED PRECAST WALL PANEL

34' - 0"

26 A7.7

2' - 0"

COMPOSITE FLOOR, SEE STR

6" COLD FORMED FRAMING

LEVEL 02 115' - 4"

MTL PNL 2 CONT TREATED 2X WOOD BLOCKING R-19 BATT INSULATION 1 1/2" CONTINUOUS INSULATION BETWEEN Z FURRING CHANNELS

5' - 4"

MTL PNL 2

OVERHANG FRAMING BY PEMB MFR

DRIP AT EXTERIOR

MTL BUILDING INSULATION MTL PNL 1

8" Z GIRT PER PEMB MFR

1/2" TH EXT GRADE PLYWOOD SHEATHING

A9.4

1/4" SHIM AND SEALANT BOTH SIDES, TYP.

3 1/2"

RECEIVER CHANNEL

7 2 23(1,1*

ALUM STOREFRONT, AS SCHEDULED

A9.3

BRAKE METAL J-FORM TO MATCH ALUM. FRAME

7 2 23(1,1*

ALUM STOREFRONT AS SCHEDULED 15 A9.4

WINDOW HEAD SCALE: 1 1/2" = 1'-0"

6" PRECAST

ALUM. STOREFRONT, AS SCHEDULED FLUID APPLIED MEMBRANE AIR BARRIER

33 A7.7

MTL PNL 2, W/ 7/8" HAT CHANNEL, WHERE OCCURS INSULATED PRECAST WALL PANEL MTL STUD FURRING WALL, SEE PLAN FLOORING, SEE ROOM FINISH SCHEDULE

7 2 6,//

2' - 0"

COMPOSITE CONC. FLOOR, SEE STR

MTL STUD FURRING WALL, SEE PLAN VENEERED STONE W/ MTL LATH 3 5/8" COLD FORMED STUD FRAMING BEHIND SHEATHING, BETWEEN GIRTS

LEVEL 02 115' - 4"

LEVEL 01 100' - 0"

STEEL ANGLE UNDER MTL DECK, SEE STR

CONC. SLAB ON GRADE

STRUCTURE AND CONNECTION PLATE BEYOND, SEE STR MTL STUD FURRING WALL, SEE PLAN

WALL SECTION SCALE: 3/8" = 1'-0"

34 A9.3

7 2 6,// 51 A7.6

LEVEL 01 100' - 0" MTL DECK, SEE STR

A7.1

10' - 0"

CONC. SLAB ON GRADE

2' - 0"

MTL STUD FURRING WALL, SEE PLAN

8' - 0"

CEILING, SEE RCP

A7.7

FLOOR CONNECTION DETAIL SCALE: 1 1/2" = 1'-0"

A7.1

WALL SECTION SCALE: 3/8" = 1'-0"

02 OMAHA PUBLIC HIGH SCHOOL Team member: Aaron Persen - Project Manager Amy Railey - Project Architect Scotty Kalb - Project Designer Adam Post - Project Designer Phung Hong - Project Designer Location: Omaha, Nebraska Complete Date: 2022 - 2023 Responsibilities: Construction document Code Research

The school located at 60th and L will be 285,000 square feet, sit on 40.52 acres of land and cost $92.4 million to build. The three-story school will have a capacity of 1,500 students. The classrooms will be on all three floors of the building, with many of the rooms having abundant natural light. School administrators wonâ&#x20AC;&#x2122;t work out of a centralized office at the front of the building but will be situated throughout the building so theyâ&#x20AC;&#x2122;re closer to students.

PREFIN MTL COPING-1 PREFIN MTL COPING-1

/(9(/

15' - 4"

/(9(/

&2856( %5,&. 5(9($/

3& &-

/(9(/

44' - 8" 14' - 8"

44' - 8"

14' - 8"

3& )%

14' - 8"

14' - 4"

/(9(/

WALL HYDRANT, SEE MECH

A5.1

SCALE: 1/8" = 1'-0"

MASONRY GRAFFITI PROTECTANT UP TO 14'-4" A.F.F.

SOUTHWEST ELEVATION - AREA F _Area F Southeast Elevation

24"x24" LOCKABLE ACCESS PANEL (AD-3) PAINT HPC TO MATCH BRICK

/(9(/

MASONRY GRAFFITI PROTECTANT UP TO 14'-4" A.F.F.

Northeast Elevation F NORTHEAST ELEVATION - AREA_Area F

14' - 8"

14' - 4"

/(9(/

LIGHTING, SEE ELEC. TYP

/(9(/

14' - 4"

/(9(/

&2856( %5,&. 5(9($/

14' - 8"

14' - 4"

&2856( %5,&. 5(9($/

44' - 8"

14' - 8"

14' - 4"

A5.1

LOUVER, SEE MECH

3' - 7 1/2"

7 2 :$//

LOUVER, SEE MECH

PREFIN MTL COPING-2

11' - 8 1/2"

7 2 :$//

PREFIN MTL COPING-1

7 2 :$//

SCALE: 1/8" = 1'-0"

25 A5.1

Northeast Elevation _Area F

NORTHEAST ELEVATION - AREA E SCALE: 1/8" = 1'-0"

PREFIN MTL COPING-1

7 2 :$//

)% 03

7 2 :$//

7 2 :$// (/ 9$5,(6 /(9(/

7 2 :$//

15' - 4" )%

/(9(/

MASONRY GRAFFITI PROTECTANT UP TO 14'-4" A.F.F.

MASONRY GRAFFITI PROTECTANT UP TO 11'-4" A.F.F.

WALL HYDRANT, SEE MECH

NORTHWESTElevation ELEVATION - AREA _Area F Northeast F

SOUTHWEST ELEVATION - AREA F _Area F Southeast Elevation

A5.1

/(9(/ *5281' /(9(/ (/ 9$5,(6

DOWNSPOUT NOZZLE, SEE MECH

WALL HYDRANT, SEE MECH

11' - 4"

14' - 8"

FB-2

LOUVER, SEE MECH

/(9(/

14' - 8"

14' - 4"

LIGHTING, SEE ELEC. TYP 03

LIGHTING, SEE ELEC. TYP

/(9(/

32' - 11 1/2"

)% 03

44' - 8"

&2856( %5,&. 5(9($/

14' - 8"

14' - 4"

PREFIN MTL COPING-2

2' - 11 1/2"

15' - 4"

SCALE: 1/8" = 1'-0"

A5.1

SCALE: 1/8" = 1'-0"

PREFIN MTL COPING-1 7 2 :$//

12' - 0"

)% 3&

PREFIN MTL COPING-2

7 2 :$//

3& 3&

3& )%

/(9(/

)% )%

3' - 4"

)% 3&

LIGHTING, SEE ELEC. TYP

&2856( %5,&. 5(9($/

14' - 4"

3& &-

&20326,7( 0(7$/ 3$1(/ &2/801 &29(5

)% &-

% 2 62)),7

/(9(/

5$7(' '225 WALL HYDRANT, SEE MECH

MASONRY GRAFFITI PROTECTANT UP TO 14'-4" A.F.F.

Northwest Elevation _Area E A5.1

NORTHWEST ELEVATION - AREA E

SCALE: 1/8" = 1'-0"

TRUE NORTH

' ) (

&,3

&,3 &-

&20326,7( 0(7$/ 3$1(/ &2/801 &29(5

.(< 3/$1 -

03 )%

SCALE: 1/8" = 1'=0"

44' - 8"

18' - 0"

11' - 4"

14' - 4"

(48,30(17 6&5((1 21 522) PREFIN MTL COPING-3 PREFIN MTL COPING-1

PREFIN MTL COPING-1

7 2 :$//

35(),1 07/ &23,1*

7 2 :$//

3& /(9(/

7 2 :$//

3& LIGHTING, SEE ELEC. TYP

03 &20326,7( 0(7$/ 3$1(/ &2/801 &29(5

&,3

&20326,7( 0(7$/ 3$1(/ &2/801 &29(5

&2857<$5' %(<21'

&,3

&,3 WALL HYDRANT, SEE MECH

18' - 0"

44' - 8"

% 2 62)),7

14' - 4"

&20326,7( 0(7$/ 3$1(/ &2/801 &29(5

/(9(/

14' - 8"

32' - 8"

3& 03

&2856( %5,&. 5(9($/

14' - 8"

14' - 4"

+285 :,1'2:

&,3

/(9(/ *5281' /(9(/ (/ 9$5,(6

DOWNSPOUT NOZZLE, SEE MECH

MASONRY GRAFFITI PROTECTANT UP TO 14'-4" A.F.F.

LEVEL 01 100' - 0"

NORTHEAST - AREA B Northeast Elevation _Area _ Area BB 25

A5.2

SCALE: 1/8" = 1'-0"

35(),1 07/ &23,1* 7 2 :$//

35(),1 07/ &23,1*

&20326,7( 0(7$/ 3$1(/ &2/801 &29(5 &,3

DOOR ACTUATOR ON BOLLARD

SOUTHWESTElevation ELEVATION - AREA_ B &Area E Southeast B&E A5.2

3' - 4"

4'-0" TYP.

11' - 4"

PREFIN MTL COPING-2

15' - 4"

6.(:(' (/(9$7,21 PREFIN MTL COPING-2

/(9(/

18' - 0"

44' - 8"

/(9(/

&20326,7( 0(7$/ 3$1(/ &2/801 &29(5

4' - 0"

&,3 )%

3& &-

11' - 4"

% 2 62)),7

14' - 8"

14' - 4"

9' - 0"

32' - 8"

10' - 6" )%

LIGHTING, SEE ELEC. TYP

4' - 2"

5' - 8" 5' - 8"

03 3&

&2856( %5,&. 5(9($/

14' - 8"

03 )%

7 2 :$//

14' - 4"

4' - 2"

5' - 8"

7 2 :$//

4' - 0" TYP.

12' - 0"

9' - 0"

)% 03

35(),1 07/ &23,1*

14' - 8"

3' - 4"

6' - 8"

5' - 8"

7 2 :$//

&,3

/(9(/

LEVEL 01 100' - 0"

DOWNSPOUT NOZZLE, SEE MECH WALL HYDRANT, SEE MECH

MASONRY GRAFFITI PROTECTANT UP TO 14'-4" A.F.F.

DOWNSPOUT NOZZLE, SEE MECH

FIRE DEPARTMENT CONNECTION

WALL HYDRANT, SEE MECH

SOUTHEASTElevation ELEVATION - AREA _ F Area F Southeast

NORTHEAST ELEVATION - AREA B _ Area B Northeast Elevation

A5.2

SCALE: 1/8" = 1'-0"

A5.2

SCALE: 1/8" = 1'-0"

PREFIN MTL COPING-1

35(),1 07/ &23,1*

7 2 :$//

(48,30(17 6&5((1 21 522)

5' - 8"

7 2 :$//

14' - 8"

)% &-

&DOWNSPOUT NOZZLE, SEE MECH

WALL HYDRANT, SEE MECH

$ +

/(9(/

MASONRY GRAFFITI PROTECTANT UP TO 14'-4" A.F.F.

WALL HYDRANT, SEE MECH

) (

SOUTHEASTElevation ELEVATION - AREA _ E Area E Southeast 51

A5.2

14' - 8"

5' - 8"

4' - 0"

14' - 4"

5' - 8"

/(9(/

.(< 3/$1 -

/,*+7,1* 6(( (/(& 7<3

SCALE: 1/8" = 1'=0"

44' - 8"

14' - 8"

'/ %8,/',1* 6,*1 &225',1$7( 7(;7 '(6,*1 3/$&(0(17 :,7+ 2:1(5

9' - 0"

14' - 4"

5' - 8"

/(9(/

&2856( %5,&. 5(9($/

9' - 0"

)% 03

SCALE: 1/8" = 1'-0"

TRUE NORTH

/(9(/ $

6' - 8"

26 A7.6

7 2 %5,&.

FB-1

7 2 :$//

STEEL PIPE HAND RAIL ATTACHED TO WALL

1' - 0"

FB-1

1' - 0"

/(9(/

LEVEL 01 100' - 0"

1' - 0" 1' - 0"

LEVEL CONCESSIONS 97' - 0"

SEGMENTED RETAINING WALL

SOUTHElevation ELEVATION - AREA_ D Area D South

ELEVATION - AREA B NorthNORTH Elevation _ Area B

A5.3

35(),1 07/ &23,1*

BRICK LEDGE

WEST RAMP ELEVATIONAREA B West Ramp Elevation _ Area B

SCALE: 1/8" = 1'-0"

A5.3

15' - 4"

PC-1

3' - 4"

5' - 1"

18' - 4"

15' - 4" 14' - 8"

10' - 0"

7 2 :$//

BCJ

3' - 0"

FB-1

1 1/4" GALV STEEL GUARDRAIL, SEE CIVIL

4' - 2 1/2"

7 2 :$//

BCJ

6' - 0 1/2"

35(),1 07/ &23,1*

/(9(/

3' - 0"

PC-1

FB-2

BCJ

34' - 0"

PC-1

522) /$''(5

MASONRY GRAFFITI PROTECTANT UP TO TOP OF BRICK T.O. WALL 115' - 4"

8' - 8"

FB-1

3' - 0"

FB-1

3' - 4"

7 2 %5,&.

PREFIN MTL COPING-1 BCJ SKEWED ELEVATION

SCALE: 1/8" = 1'-0"

A5.3

PREFIN MTL COPING-1

35(),1 07/ &23,1*

FB-1

35(),1 07/ &23,1*

PREFIN MTL COPING-1

7 2 :$//

15' - 4"

FB-2

% 2 62)),7

FB-1

7 2 :$//

3& )%

KNOX BOX

BCJ

FB-1

BCJ

/(9(/

BCJ

7 2 :$//

6' - 0" 2' - 0" 2' - 0" 2' - 0"

MASONRY GRAFFITI PROTECTANT UP TO 11'-4" A.F.F.

SOUTHElevation ELEVATION - AREA _ B&DArea B & D South

WESTElevation ELEVATION - AREA_ B Area B West

A5.3

11' - 4"

FB-1

11' - 4"

(,)6

15' - 0"

3' - 4"

5' - 4"

7 2 :$//

522) /$''(5

11' - 4"

FB-2

14' - 8"

FB-2

3' - 4"

FB-2

35(),1 07/ &23,1*

30' - 0"

SIGN TYPE: 8" VINYL LETTERING FONT TYPE: FUTURA MD

/(9(/

3' - 4"

35(),1 07/ &23,1*

1 COURSE 1/2" BRICK REVEAL

9' - 4"

5' - 4"

SCALE: 1/8" = 1'-0"

A5.3

SCALE: 1/8" = 1'-0"

(48,30(17 6&5((1 21 522) 35(),1 07/ &23,1* 0$6215< *5$)),7, 3527(&7$17 83 72 723 2) %5,&.

4' - 0"

35(),1 07/ &23,1* 26 A7.6

TYP.

BCJ

7' - 4"

)% 26 A7.6

8' - 8"

5' - 4"

26 A7.6

TYP.

26 A7.6

3' - 4"

TYP.

7 2 :$// CJ

BCJ

7 2 :$//

3' - 8 5/8"

TYP.

7 2 %5,&.

BCJ

/289(5 6(( 0(&+

)% TOP OF FOOTING

BCJ

DOWNSPOUT NOZZLE

&CJ

9 1/2"

6' - 0"

3& &-

CJ LEVEL 00 84' - 8"

BCJ

WALL HYDRANT

LEVEL 01 100' - 0"

*5281' /(9(/ (/ 9$5,(6

4' - 0"

1" EJ CJ

8' - 8"

3' - 4" BRICK LEDGE COORDINATE W/ FINISH GRADE, TYP.

BRICK LEDGE COORDINATE W/ FINISH GRADE, TYP.

15' - 4"

14' - 8"

18' - 8"

22' - 4"

)% FB-2

FB-1

9' - 4"

FB-2

5' - 4"

)% 3&

2' - 0"

FB-1

5' - 4"

8' - 8"

FB-2

3' - 4"

35(),1 07/ &23,1*

6' - 8"

35(),1 07/ &23,1*

34' - 0"

35(),1 07/ &23,1*

30' - 0"

8' - 8"

WALL HYDRANT

39' - 8"

17' - 4"

0$6215< *5$)),7, 3527(&7$17 83 72 $ ) )

8' - 8"

9' - 1 3/8"

0$6215< *5$)),7, 3527(&7$17 83 72 723 2) %5,&.

WEST ELEVATION_- AREA A & BA & B West Elevation Area 41

A5.3

SCALE: 1/8" = 1'-0"

35(),1 07/ &23,1*

2' - 0"

7' - 0"

2' - 0"

35(),1 07/ &23,1*

2' - 0"

2' - 0" 2' - 0"

8' - 7"

2' - 0"

2' - 0" 2' - 0"

8' - 0"

2' - 0" 2' - 0"

2' - 0" 3' - 9" 2' - 10"

1' - 4" 2' - 0"

2' - 0" 2' - 0"

6' - 3"

2' - 0" 6' - 0"

26 A7.6

2' - 0" 2' - 0"

6' - 0"

7 2 :$//

2' - 0" 4' - 7 5/8"

7 2 :$//

3& '/

)% 03

TYP.

FB-1

PC-1

2' - 0"

2' - 0" 2' - 0"

(,)

5' - 4"

18' - 8"

2' - 0" 6' - 0"

7 2 :$//

BCJ

DOWNSPOUT NOZZLE, SEE MECH

BCJ

22' - 4 7/8"

16' - 8"

TOP OF FOOTING

2' - 0"

WALL HYDRANT, SEE MECH

1' - 8"

15' - 4"

14' - 8"

)% BCJ

DOWNSPOUT NOZZLE, SEE MECH

BCJ

03 LEVEL 01 100' - 0"

MASONRY GRAFFITI PROTECTANT UP TO TOP OF BRICK

DOWNSPOUT NOZZLE, SEE MECH

SOUTH ELEVATION - AREA A South Elevation _ Area A 51

A5.3

SCALE: 1/8" = 1'-0"

A5.3

SCALE: 1/8" = 1'-0"

TRUE NORTH

' ) (

SOUTH ELEVATION - AREA B South Elevation _ Area B

& %

TOP OF FOOTING MASONRY GRAFFITI PROTECTANT UP TO 14'-8" A.F.F.

.(< 3/$1 $

WALL HYDRANT, SEE MECH MASONRY GRAFFITI PROTECTANT UP TO TOP OF BRICK

BRICK LEDGE COORDINATE W/ FINISH GRADE, TYP.

/(9(/

SCALE: 1/8" = 1'=0"

3' - 4"

/(9(/ FB-2

4' - 8"

2' - 0" 2' - 0"

(,)

34' - 0"

2' - 0" 2' - 0"

3' - 4"

2' - 0" 6' - 0"

15' - 0"

7 2 :$//

2' - 0"

&2856( %5,&. 5(9($/

11' - 4"

2' - 5"

35(),1 07/ &23,1*

3' - 4"

35(),1 07/ &23,1*

30' - 0"

35(),1 07/ &23,1*

15' - 4"

35(),1 07/ &23,1*

(THE CAPACITY OF DOORS ARE DETERMINED AS FOLLOWS: CLEAR OPENING WIDTH IN INCHES DIVIDED BY 0.2)

WALL SEPARATION LEGEND

2 -F

215 320

55 385 2 -FB

SP 1 -FB

1 -FB

6 220

CORRIDOR 100V

0 -C

1S-04

& ^ ` ^ ` & &$3$&,7<

CLASSROOM 127 888 SF

&/$66 , 67$1'3,3(

0" 11' W 1 -E

CLASSROOM 126 893 SF

325 325

0 -C 0 -C

CLASSROOM 128 952 SF

67$,5 :,'7+ ,16,'( )$&( 2) *8$5'5$,/ 72 ,16,'( )$&( :$//

/6& &$/& & ^:Q ` ^ `

X 1 -V STAIR 4

0 -C

COLLABORATION COMMONS 13 127A 258 SF 0 -C

0 -C

0 -C FE

0 -C

X 1 -V

STAFF TOILET 128A

0 -C

FUTURE ADDITION

SP SP

SMALL GROUP ROOM 125 145 SF

FEC

COLLABORATION COMMONS 126A 118 SF

0 -C

STAFF TOILET 128B

STUDENT TOILET 128C

321 335

0 -C

2 -F

0 -C 0 -C

131 325 42

0 -C

ELEC 122B 101 SF

CORRIDOR 100W

0 -C 0 -C

22 335

21 160

DENTAL HEALTH 131 2075 SF

0 -C

0 -C FEC

0 -C HEAD END 130 294 SF

0 -C

STORAGE 131A 151 SF

0 -C

0 -C 0 -C FEC/FB

0 -C

35 160

93 160 S 1 -V

0 -C

ELEV 2 1E-02

0 -C GALLERY SPACE 121G 209 SF

ART STORAGE 122A 303 SF

0 -C

S 1 -V

0 -C

1 -V

0 -C

SP 1 S 1 -V

0 -C

ELEC 121K 130 SF

SP I.T. WORKROOM 121F 270 SF

STORAGE 121J 50 SF HALL 121H 290 SF

0 -C

35 160

SP 1 SP

0 -C

2 -F

46 127( 21( +285 ),5( 5$7(' :$// &216758&7,21 0867 &217,18( 0,1 )520 (;,7 67$,5 $6 6+2:1

WOMEN'S TOILET 129A

MEN'S TOILET MECHANICAL 129C 129 740 SF

%8,/',1* 7<3( ,,% &216758&7,21 ( 2&&83$1&< 6)

SOCIAL WORKER 143M 151 SF

1 -F

I.T. STORAGE 121E 135 SF

0 -C

CLASSROOM 133 904 SF

0 -C

0 -C FVC 112 227

0 -C 0 -C FE MEN'S TOILET 132C

COLLABORATION 121D 338 SF

3D ART 124 1502 SF

2D ART 123 1354 SF

2D ART 122 1354 SF

e Non

X 1 -V

RESOURCE 134 296 SF

-C

0 -C

1 0 -C

FEC DATA 133A 119 SF

0 -C

& ^ ` ^ ` & &$3$&,7<

0 -C

ART STORAGE 124A 274 SF

FEC/FB

33 160

0 -C

25 160

X 1 -V

67$,5 :,'7+ ,16,'( )$&( 2) *8$5'5$,/ 72 ,16,'( )$&( :$//

/6& &$/& & ^:Q ` ^ `

COLLABORATION COMMONS 137A 269 SF

COLLABORATION COMMONS 135A 199 SF

COMMUNITY COUNSELOR 143K 152 SF

227 FVC

0 -C

STAFF TOILET 133B

STAFF TOILET 133C

CORRIDOR 100Y

0 -C 0 -C COLLABORATION SMALL GROUP ROOM COMMONS 136A 138 110 SF 474 SF

325 335

0 -C

STAIR 6 1S-06

0 -C

151

67 MEDIA 84 LEARNING STAIR = 151

LIBRARY OFFICE 121A 152 SF

CORRIDOR 100U

X 1 -V

0 -C FEC

0 -C

SPEECH 142 228 SF

0 -C

43 160

ACP TOILET 139A

0 -C

325 325

32 160

33 160

25 160

2 -F

27 160

ACP CLASSROOM 141 1264 SF

140A 97 SF

W 1 -E.

HALL 2 143P FEC HALL COUNSELOR 143N 143G COUNSELOR 149 SF 143E 2 COUNSELOR 145 SF 143C 2 150 SF 0 CONFERENCE ROOM HALLWAY 2 143L 143Q 20 RECORDS STORAGE PSYCHOLOGIST 302 SF 143B 143A 0 -C 171 162 SF 150 SF

ELEC 140B 69 SF

X 1 -V

35 160

LIBRARY 121 3330 SF

SMALL GROUP ROOM 121B 126 SF

COUNSELING RESOURCE CENTER 143 810 SF

KILN ROOM 124B 213 SF

45 160

272 320

EQ COUNSELOR 143D 145 SF

380

%8,/',1* 7<3( ,,% &216758&7,21 $ 2&&83$1&< 6)

93 335

W 1 -E

COUNSELOR 143H COUNSELOR 156 SF 143F 2 156 SF

950 975

2 -F

SMALL GROUP ROOM 121C 124 SF

&/$66 , 67$1'3,3(

STAIR 5 1S-05

0" 10' -

127( 21( +285 ),5( 5$7(' :$// &216758&7,21 0867 &217,18( 0,1 )520 (;,7 67$,5 $6 6+2:1

OUTDOOR COURTYARD 144 5691 SF

190 325

127( 21( +285 ),5( 5$7(' :$// &216758&7,21 0867 &217,18( 0,1 )520 +285 ),5( :$// $6 6+2:1

2 -FW

-FW

W 1 -E 100 160

,%& 3(50,76 83 72 2) :$// $5($ 72 %( 813527(&7(' 23(1,1*6 :,7+ ),5( 6(3$5$7,21 ',67$1&( 2) ; $5($ 2) :$// 23(1,1*6

109 SF

HEALTH SCIENCE 139 1123 SF

BACK AISLE 120F

VESTIBULE 100T 342 SF

FEC 2

0" 10' -

2 -FW

& ^ ` ^ ` & &$3$&,7<

127( 21( +285 ),5( 5$7(' :$// &216758&7,21 0867 &217,18( 0,1 )520 (;,7 67$,5 $6 6+2:1

ACP CLASSROOM 140 1105 SF SENSORY 56 141A 60 SF SENSORY

1 SOUND LOCK 120G

950 975

67$,5 :,'7+ ,16,'( )$&( 2) *8$5'5$,/ 72 ,16,'( )$&( 2) :$// /6& &$/& & ^:Q ` ^ `

831

1 -FB 1

TICKET BOOTH 120H 55 SF

& ^ ` ^ ` & &$3$&,7<

STORAGE 139B 78 SF

1 -FB

CAFETERIA STORAGE 120N 381 SF

2 -FW

FEC

25 160

SP 1 -FB

1 -FB

131 325

COMMONS / CAFETERIA 100A 12080 SF

30 160

74 325

2 -FW

56 325 B 1 -F

0 -C

4 335 SP

2 -FW

2 -FB 1 -FB

2 -FW

LIGHT ROOM 120C 345 SF

SOUND LOCK 120K 87 SF

%8,/',1* 7<3( ,,% &216758&7,21 $ 2&&83$1&< 6)

190 450

1 -FB

24 325 1 -FB

1 -FB

27 160

1 -FB

0 -C

SIDE AISLE 120B

2 -FW

%8,/',1* 7<3( ,,% &216758&7,21 % 2&&83$1&< 6)

COURTYARD FENCE AND GATES FUTURE BID PACKAGE

511

1 -FB

1 -VS

SERVERY 112 2610 SF

DISHWASHING 112A 535 SF

FEC

VESTIBULE 100 424 SF

1 -FB

0 -C 1 -FB

2 -FW 2 -FW 75$9(/ ',67$1&(

0 -C 0 -C

1 -FB

SCHOOL STORE 111D 300 SF

1095 1095

50 200 1 -VS

325 325

0 -C 0 -C 0 -C

0 -C

CONFERENCE ROOM RESOURCE OFFICER 101F RESOURCE OFFICER 101A 185 SF 101B 104 SF

WOMEN'S TOILET MEN'S TOILET 111E 111F

266 325

12 CONFERENCE ROOM 101G 182 SF

35 160

1 -VX

900 975

33 160

106 SF

8 PRINCIPAL 101K 218 SF

0 -C

111 200

131 200

7 200

1 -FB

PRODUCTION 111C 181 SF

67$,5 :,'7+ ,16,'( )$&( 2) *8$5'5$,/ 72 :$// /6& &$/& & ^:Q ` ^ `

933 975

FEC

AUDITORIUM 120 3867 SF

STORAGE 120A 56 SF

165 200

SIDE STAGE 119A -FB 108 SF

SP SP

2 ASSISTANT PRINCIPAL 101L 149 SF

1 -VX

%8,/',1* 7<3( ,,% &216758&7,21 $ 2&&83$1&< 6)

1 -FB

ELEV 1 1E-01 58 SF

1 -VS 325 325

SIDE AISLE 120L

%8,/',1* 7<3( ,,% &216758&7,21 $ 2&&83$1&< 6)

W 1 -E

106 160

34 160

124 SF

STAIR 1 1S-01

2 -FW

0 -C

81 160

1 2 WORKROOM 101T 505 SF NURSE'S TOILET 6 101R ATTENDANCE 182 SF 101D PRIVATE COT ROOM MOTHER'S ROOM STAFF TOILET 134 SF 101Q 101V 101X 120 SF RECEPTION / 1 76 SF SP SECRETARIAL 2 SP 101 STAFF TOILET STORAGE SECRETARY 735 SF 101Y 101H 101J 2

2 -FW '1

152 220

177

STORAGE 120M 221 SF

0 -C

1 -FB

3 0 -C

1 -FB

COT ROOM 101M 299 SF

TREASURER 101C 139 SF

24 160

STAGE 119 2648 SF

STAFF DINING 102 694 SF

1 -FB 25 160

130 200

111 200 2 -FW

0 -C 0 -C

CORRIDOR 100E

MEN'S TOILET WOMEN'S TOILET 102B 102A

2 -FW

CORRIDOR 100Q 1438 SF

67250 6+(/7(5 $5($

16) 6) 86$%/( )/225 $5($ $/&29(

16) 6) 86$%/( )/225 $5($ &/$665220

16) 6) 86$%/( )/225 $5($ '5(66,1* 52206 72,/(7 2)),&(

727$/ 86$%/( )/225 $5($ 6) 2&&83$17 67$1',1* 6) 2&&83$17 :+((/&+$,5 3(5 2&&83$176

2&&83$17 /2$' 67$1',1* 2&&83$176 :+((/&+$,56

1 -F

0 -C

ELEC 101S 114 SF

2 -FW

0 -C 2 -FW 1 -FB 284 325

0 -C

0 -C COMMUNITY HEALTH CENTER 103 2481 SF

NURSE 101N 327 SF

NURSE'S OFFICE 101P 131 SF

CLASS I STANDPIPE 2 -FW

0 -C

125

117 200 '1 1 -FB

1 SP

SCENE SHOP 117 1120 SF

2 -FB

FE-K 14 160

FOOD PRODUCTION 112C 2219 SF

1 -FB

&/$66 ,,, 67$1'3,3( : +26( &211(&7,21

SIDE STAGE 119B 109 SF

46 325

STORAGE 117A 100 SF

ALCOVE 118D 152 SF

STAFF TOILET 112N

JANITOR 112P 102 SF

51 ELEC 111B 101 SF

DRAMA OFFICE 118A 86 SF

414 445

VESTIBULE 100S

1 -FB

DRAMA CLASSROOM / BLACK BOX 118 1802 SF

16 DATA 110E 102 SF

STAFF TOILET 112M

46 160

STUDENT TOILET 112K

FE-K

STORAGE 111A 218 SF

414 445

47 160

0 -C

FEC

2 -FB

ELEC 118B 93 SF

DRESSING ROOM DRESSING ROOM 118H 118E 248 SF 246 SF

STUDENT TOILET 112L

INNOVATION / ROBOTICS 111 2542 SF

WOMEN'S TOILET 110F

0 -C CORRIDOR 100C

1 -FB

1 -VX 325 325 2 -FW

0 -C

0 -C 0 -C

35 325

0 -C

ALCOVE 118C 85 SF

FUTURE ADDITION

0 -C

COOLER 112G 560 SF

SP 1

STORAGE 109A 127 SF

0 -C

TOILET 118F 84 SF

OFFICE 112D 187 SF

%8,/',1* 7<3( ,,% &216758&7,21 ( 2&&83$1&< 6) 20 160

DATA 112J 105 SF

FREEZER 112H 403 SF

CORRIDOR 100M

1 -F

0 -C

%8,/',1* 7<3( ,,% &216758&7,21 % 2&&83$1&< 6)

0 -C

2 -FW

0 -C

6 CONCESSIONS 110C 390 SF

0 -C

FEC 245 405

JAN 102C 98 SF

FABRICATION 109 2377 SF

FEC

TOILET 118G 82 SF

1 -FB

DRY STORAGE 112E 543 SF

MUSIC LIBRARY 114A 195 SF

0 -C

6 0 -C

ENSEMBLE ROOM 116 932 SF

INSTRUMENTAL OFFICE 115A 149 SF

CORRIDOR 100R 1890 SF

BREAK AREA 113C 221 SF

8 SP

0 -C

122 240

%8,/',1* 7<3( ,,% &216758&7,21 $ 2&&83$1&< 6)

0 -C CORRIDOR 100D

1 -FB

0 -C

1 -FB

8 325

RECEIVING 113B 598 SF

0 -C

FAMILY TOILET 110B

2&&83$17 /2$' )25 %/($&+(56 6($76 3(5 52: ; 52:6 6($76 3(5 52: ; 52:6 %27720 52: 6($76 3/86 $'$ 6($76 $'$ 6($76 &203$1,21 21 3/$7)250 727$/ +$/) (;,7 83 (*5(66 /(9(/ ,6

0 -C

CUSTODIAL WORKROOM 113E 364 SF

30 325

0 -C

FEC

RECEIVING 109B 304 SF

1 -FB

SERVERY / LOUNGE 110D 378 SF

0 -C

1 -VX 338 365 MEN'S TOILET 110

%8,/',1* 7<3( ,,% &216758&7,21 $ 2&&83$1&< 6)

ELEC 108 326 SF

1 -FB

0 -C

2&&83$17 /2$' )25 %/($&+(56 6($76 3(5 52: ; 52:6 6($76 3(5 52: ; 52:6 $'$ &203$1,21 6($76 (;,7 83 21/<

CORRIDOR 100J 1082 SF

298 325

474 485

1 -EW

10' - 0"

STAIR 3 1S-03

0 -C

CUSTODIAL OFFICE 113D 128 SF

1 -FB

1 75$9(/ ',67$1&(

0 -C

127( 21( +285 ),5( 5$7(' :$// &216758&7,21 0867 &217,18( 0,1 )520 (;,7 67$,5 $6 6+2:1

0 -C

141 167

HX 2 -FW

1 -EW

FE 1 -FB 1 -FB

91 167

3 160

2 PRACTICE 114B 110 SF

MECHANICAL 113 2199 SF

VOCAL OFFICE 114C 137 SF

1 -VX

52 365

121 365 0 -C

FEC

A.V. ROOM 107A 27 SF

122 240

ELEC 104B 81 SF

2 -FW

0 -C

CORRIDOR 100K

A.V. ROOM 106A 27 SF

60 365

1 -FB

STAFF TOILET STAFF TOILET 106C 106B 62 SF 62 SF

100 240

1 -FB

3 FEC

1 SP 1

VESTIBULE 100P 102 SF

59 160

& ^ ` ^ ` & &$3$&,7<

EMER ELEC ROOM 108A 91 SF

%8,/',1* 7<3( ,,% &216758&7,21 ( 2&&83$1&< 6)

VOCAL 114 1870 SF

1 -FB

67$,5 :,'7+ ,16,'( )$&( 2) *8$5'5$,/ 72 ,16,'( )$&( :$//

/6& &$/& & ^:Q ` ^ `

103

0 -C

1 -FB

0 -C

SP ATHLETIC STORAGE 104C 275 SF

LAUNDRY 104D 272 SF

2 0 -C

298 325

1 -FB

1 -VX 122 365 SP 0 -C

1 -FB

SP BUILDING STORAGE 104E 368 SF

WEIGHT ROOM 107 3354 SF

AEROBICS 106 1534 SF

ATHLETIC STORAGE 104A 101 SF

'1 STAIR 2 1S-02 492 SF

10' - 0"

& ^ ` ^ ` & &$3$&,7<

1 -EW

10' - 0"

243

67$,5 :,'7+ ,16,'( )$&( 2) *8$5'5$,/ 72 ,16,'( )$&( :$//

/6& &$/& & ^:Q ` ^ `

MECHANICAL 105 1565 SF

2 -FW

WRESTLING 104 3639 SF

127( 21( +285 ),5( 5$7(' :$// &216758&7,21 0867 &217,18( 0,1 )520 (;,7 67$,5 $6 6+2:1

STORM SHELTER WATER MAIN ENTRANCE

127( 21( +285 ),5( 5$7(' :$// &216758&7,21 0867 &217,18( 0,1 )520 (;,7 67$,5 $6 6+2:1

51 160

1 -FB

1 None

PRACTICE 114D 124 SF

WATER METER 113.1 128 SF

PRACTICE 115B 117 SF UNIFORM STORAGE 6 116A PRACTICE 199 SF 115C 1 135 SF

75 325

57 325

ROBE STORAGE 114E 176 SF

WALL FIRE RATING TYPE C = CORRIDOR EW = EXTERIOR WALL FB = FIRE BARRIER FW = FIRE WALL HX = HORIZONTAL EXIT SP = SMOKE PARTITION VS = VERTICAL SHAFT VX = VERTICAL EXIT

WALL HOURLY RATING 0 = 0 HOUR 1 = 1 HOUR 2 = 2 HOUR SP = SMOKE PARTITION

0 -C WOMEN'S TOILET 132A

MECHANICAL 132 741 SF

CLASSROOM 135 900 SF

0 -C

45 0 -C

X 1 -V

CLASSROOM 136 903 SF

45 RESOURCE 137 901 SF

%8,/',1* 7<3( ,,% &216758&7,21 ( 2&&83$1&< 6)

&/$66 , 67$1'3,3(

Level 01 & 01A

1 -VS

262 335

CORRIDOR 200

FEC 0 -C

0 -C

MEN'S TOILET 203

1 -F 67$,5 :,'7+ ,16,'( )$&( 2) *8$5'5$,/ 72 ,16,'( )$&( 2) :$// /6& &$/& & ^:Q ` ^ `

STAFF TOILET 211A

0 -C

0 -C 0 -C

0 -C 0 -C 0 -C 0 -C

X 1 -V 0 -C

COLLABORATION COMMONS 226A 122 SF

CLASSROOM 226 897 SF

0 -C

CLASSROOM 227 889 SF CLASSROOM 228 947 SF

67$,5 :,'7+ ,16,'( )$&( 2) *8$5'5$,/ 72 ,16,'( )$&( :$//

/6& &$/& & ^:Q ` ^ ` & ^ ` ^ ` & &$3$&,7< &/$66 , 67$1'3,3(

0" 11' W 1 -E

X 1 -V

SMALL GROUP ROOM STAIR 4 2S-04 225 145 SF

0 -C

13 0 -C

304 325

0 -C FEC

COLLABORATION COMMONS 227A 259 SF -C

224D 84 SF

CORRIDOR 224B

0 -C

9'-0"

0 -C

0 -C 0 -C

0 -C STAFF TOILET 228B

E = 16 TANC EL DIS TRAV

MEDIUM GROUP ROOM 224C 245 SF

SPELEC

FUTURE ADDITION

0 -C

STAFF TOILET 228A

0 -C

0 -C 0 -C

COLLABORATION 223A 454 SF 24

0 -C

CORRIDOR 200G

0 -C

CLASSROOM 231 850 SF

CLASSROOM 230 855 SF

52 160

CORRIDOR 200H

0 -C

B B

0 -C

ELEV 2 2E-02

0 -C 0 -C

1 -F

40 B 1 -FE = 175'-8"

0 -C

STUDENT TOILET 228C

0 -C FEC

TANC EL DIS TRAV

S 1 -V

STORAGE 224E 60 SF SP

DATA 222B 108 SF

1 -F

CLASSROOM 233 904 SF

-VS

CLASSROOM 236 855 SF

ATHLETIC DIRECTOR 234B 137 SF

-VS B 1

0 -C FE

1 -F

0 -C

CORRIDOR 200D

12 S1 1 -V

0 -C

135 227

127 227

2 -F

0 -C

2 SECRETARY 234 179 SF

0 -C -C 0

CORRIDOR 200C DEAN OF STUDENTS 234A 0 -C 139 SF

SMALL GROUP 238 107 SF

COLLABORATION COMMONS 236A 415 SF

0 -C

X 1 -V

SPECIALIST 237A 164 SF

1 B

STAFF TOILET 233B STAFF TOILET 0 -C DATA 233C 233A 119 SF

0 -C

1 -F

FEC

0 -C

X 1 -V &/$66 , 67$1'3,3(

325

& ^ ` ^ ` & &$3$&,7<

0 -C 304

STAIR 6 2S-06

1 -F

0 -C

2 X 1 -V

67$,5 :,'7+ ,16,'( )$&( 2) *8$5'5$,/ 72 ,16,'( )$&( :$//

/6& &$/& & ^:Q ` ^ `

1 -F

1 -F SPECIALIST 239A 160 SF

1 0 -C

221D 100 SF

1 -F

0 -C

FEC/FB CONFERENCE 239 660 SF

-FB

0 -C

1 -F

FEC/FB

0 -C ELEC

STORAGE 243A 150 SF

FEC/FB

1 -F

B 1

SP ELEC 240B 97 SF

1 -F

CORRIDOR 200B

1 -F

LEARNING STAIR 221F 521 SF

CLASSROOM 223 899 SF

HALL 221G

TO BELOW

LARGE GROUP ROOM 221E 237 SF

PHYSICS 240 1204 SF

1 -F

SPECIALIST 239B 168 SF

SCIENCE 241 1202 SF

SCIENCE PREP 240A 281 SF

VIDEO PRODUCTION 221B OPEN 142 SF

TV STUDIO 221C 255 SF

CORRIDOR 200E

X 1 -V

SCIENCE 242 1184 SF

1 FEC/FB

65 227 0 -C

2 -F

SPECIALIST 214A 166 SF

-FW

SCIENCE 243 1162 SF

2 -F

FEC/FB 1 SP

0 -C

TEACHER PLANNING 214 865 SF

X 1 -V

SCIENCE PREP 242A 307 SF

4 0 -C

STORAGE 222A 155 SF

CADD / BIM CLASSROOM 222 1646 SF

FVC

STAIR 5 2S-05

163 325 X 1 -V

COLLAB 213A 78 SF

HALL 221A

1 -F

W 1 -E

127( 21( +285 ),5( 5$7(' :$// &216758&7,21 0867 &217,18( 0,1 )520 (;,7 67$,5 $6 6+2:1

ALCOVE 200F 194 SF

151 FEC 160

0" 10' -

X 1 -V

&/$66 , 67$1'3,3(

127( 21( +285 ),5( 5$7(' :$// &216758&7,21 0867 &217,18( 0,1 )520 +285 ),5( :$// $6 6+2:1

1 -F

W 1 -E .

TEACHER PLANNING 213 807 SF

0" 10' -

CORRIDOR 200A

1 -F

43 160

+5 $66(0%/< %(/2: )/225 6758&785(

X 1 -V

FEC 0 -C

INSTRUCTIONAL LIBRARY 219 1703 SF

CLASSROOM 224 923 47 SF

1 -F

2 -F

W 1 -E .

127( 21( +285 ),5( 5$7(' :$// &216758&7,21 0867 &217,18( 0,1 )520 (;,7 67$,5 $6 6+2:1

ELEC 212B 84 SF

I.S.S. 224A 506 SF

INSTRUCTIONAL LIBRARY 221 905 SF

W 1 -E

COLLAB 212A 122 SF

43 160

TEACHER PLANNING 212 821 SF

2 -F

& ^ ` ^ ` & &$3$&,7<

%8,/',1* 7<3( ,,% &216758&7,21 $ 2&&83$1&< 6)

45 160

STAFF TOILET 211B

TEACHER PLANNING 211 1033 SF

%8,/',1* 7<3( ,,% &216758&7,21 ( 2&&83$1&< 6)

1 -FW

1 -VX WOMEN'S TOILET 201 0 -C

STAIR 1 2S-01 520 SF

2 -FW 1 -VS

1 -VX

MECHANICAL 210 824 SF

DATA 211G 68 SF

CLASS I STANDPIPE

FOLLOW SPOT 220C 291 SF

ELEV 1 2E-01 58 SF

2 -FW

1 -VX

2 -FW

46 127( 21( +285 ),5( 5$7(' :$// &216758&7,21 0867 &217,18( 0,1 )520 (;,7 67$,5 $6 6+2:1

WOMEN'S TOILET 229A

MEN'S TOILET 229C MECHANICAL

229 743 SF

%8,/',1* 7<3( ,,% &216758&7,21 ( 2&&83$1&< 6)

CLASSROOM 231A 821 SF

42 0 -C

0 -C

WOMEN'S TOILET MEN'S TOILET 232A 232C MECHANICAL 232 741 SF

CLASSROOM 235 900 SF

43 MULTI-USE CLASSROOM / CONFERENCE 237 949 SF

%8,/',1* 7<3( ,,% &216758&7,21 ( 2&&83$1&< 6)

Level 02

67$,5 :,'7+ ,16,'( )$&( 2) *8$5'5$,/ 72 ,16,'( )$&( 2) :$// /6& &$/& & ^:Q ` ^ ` & ^ ` ^ ` & &$3$&,7<

67$,5 :,'7+ ,16,'( )$&( 2) *8$5'5$,/ 72 ,16,'( )$&( :$//

/6& &$/& & ^:Q ` ^ `

BEHAVIOR CLASSROOM

& ^ ` ^ ` & &$3$&,7< &/$66 , 67$1'3,3(

127( 21( +285 ),5( 5$7(' :$// &216758&7,21 0867 &217,18( 0,1 )520 (;,7 67$,5 $6 6+2:1

CLASSROOM

%8,/',1* 7<3( ,,% &216758&7,21 ( 2&&83$1&<

332 665 SF

&$3$&,7< &/$66 , 67$1'3,3(

%8,/',1* 7<3( ,,% &216758&7,21 ( 2&&83$1&<

Level 03

(;7(1' 522) 0(0%5$1( 29(5 723 2) 3$5$3(7 :$// 72 3$67 7+( 723 2) )$&( %5,&.

EB 54 BBBBBBBBB

(;7 3/<:22' 522) 0(0%5$1( &29(5 %2$5'

43 BBBBBBBBB A9.7

7 2 +($'

75$16,7,21 0(0%5$1( (;7(1' )520 $,5 %$55,(5 72 3/<:22' 6+($7+,1* $7 %$&.6,'( 2) 3$5$3(7 :$//

7$3(5(' ,168/ :+(5( 2&&856 6(( 522) 3/$1

+25,= -2,17 5(,1) # 2& 812

-2,67 $1' 0(7$/ '(&. 6(( 6758&7 )25 /2&$7,21 $1' 25,(17$7,21

)$&( %5,&. 723 2) -2,67 6(( 6758&785$/

+25,= -2,17 5(,1) # 2& 812

ALUM WINDOW, TYP

BOND BEAM, TYP SEE STRUCT

A7.11

&08 6(( 3/$1 )25 7<3( 9(57,&$/ 5(,1)25&,1*

+25,=217$/ 678' 5811(5 )25 ,168/ 6723

&2/' )250 07/ 67' # 2& $,5 %$55,(5 (;7(1' 29(5 723 2) :$// 72 75$16,7,21 0(0%5$1(

PARAPET DETAIL

A7.11

TERMINATION BAR W/ SEALANT FASTENED @ APPROX 12" OC CAVITY WALL INSUL

12" CMU W/ HORIZ REINF @ 1'-4" OC, TYP

/(9(/

CAVITY DRAINAGE MATERIAL BOLTS WHERE OCCURS SEE STRUCT 6x6 FLASHING PATCH OVER BOLT WITH MASTIC ON ALL SIDES EMBEDDED FLASHING AND WEEP CAVITY VENTS @ 24" OC - APPLY FLASHING DIRECTLY TO WALL WHEN NO BOLTS OR VERTICAL PLATE ARE USED %5,&. 6(( 6(&7,216

A7.1

FLUID APPLIED AIR BARRIER

COLD FORMED METAL KICKERS, TYP

21' - 3 1/2"

15 BBBBBBBBB

EXT SHEATHING W/ FLUID APPLIED AIR BARRIER

SCALE: 1 1/2" = 1'-0"

FACE BRICK

SCALE: 1 1/2" = 1'-0"

A7.11

PARAPET DETAIL

1/2"

CMU WIDTH PER WALL TYPE

STEEL ANGLE, SEE STRUCT

44' - 8"

RECEIVER AND COUNTER FLASHING

CAVITY WALL INSUL

43 BBBBBBBBB

2 1/2" RIGID INSUL COMPRESSIBLE TUBE EXTERIOR PLYWOOD

4' - 8"

VERTICAL HSS STR @ 4' O.C W/ STUD INFILL

723 2) 0$6215< 6(( 6(&7,216

CAVITY WALL INSULATION

SCIENCE 241

40' - 0"

A9.7

FACEBRICK

EXTERIOR SHEATHING

FULL HT CAVITY DRAINGE MATERIAL

ROOF MEMBRANE

52 BBBBBBBBB

FACE BRICK

CONC SLAB ON MET DECK - SEE STRUCT

2" EJ +25,=217$/ -2,17 5(,1)25&,1* # 812

CONT TREATED WD BLOCKING TOP AND BOTTOM W/ SCREW ANCHORS @ 2'-0" OC

7 2 67((/

BOLTS WHERE OCCURS - SEE STRUCT

15 A7.1

FULL HEIGHT CAVITY DRAINAGE MATERIAL

3' - 8"

6' - 0"

1/2" CONT BRICK REVEAL 12 BBBBBBBBB

REVEAL BRICK DETAIL

A7.2

SCALE: 1 1/2" = 1'-0"

DEIFS

% 2 &$123< (/ CEILING, SEE CEILING PLAN TYP

CEILING, SEE CEILING PLAN TYP

43 BBBBBBBBB A9.7

8" CMU STEM WALL W/ HORIZ REINF @ 1'-4" OC, TYP

A9.7

% 2 6,//

FACEBRICK

/(9(/

'MP-1, MP-2, MP-3' MTL PNL 2 1/2" CONTINUOUS INSULATION BETWEEN 2 1/2" Z FURRING @ 2'-0" O.C. HORIZONTAL COMPOSITION CLOSURE BY MTL PNL MFR

CONTINUOUS INSUL

BASE FLASHING MTL PNL PER MFR BACKER ROD AND SEALANT 35(&$67 6,// 6(( '(7$,/ 11/ A7.7 )25 ',06

CAVITY WALL INSULATION

55 BBBBBBBBB

CAVITY WALL SUL, TYP

EXPANSION JOINT AT DOUBLE FIREWALL_FACE BRICK SCALE: 1 1/2" = 1'-0"

METAL PANEL

BACK AISLE 120F

HORIZ JOINT REINF @ 16" OC UNO TERMINATION BAR W/ SEALANT TRANSITION FLASHING FROM AIR BARRIER TO EMBEDDED FLASHING FACE BRICK

VERTICAL WALL REINFORCING, SEE STRUCT 23 BBBBBBBBB A7.5

1'-2" MIN FLASHING HEIGHT

5' - 4"

ACP CLASSROOM 141

A7.10

7' - 0"

7 2 +($'

3' - 4"

FIRE SAFING INSUL W/ INTEGRAL VAPOR BARRIER INSUL SUPPORT

2' - 8"

A7.1

COVER BOARD OVER ROOF INSUL

7 2 0$6215<

A7.10

8" COLD -FORMED STEEL FRAMING @ 16" OC W/ OPEN CELL SPRAYFOAM INSULATION BTWN STEEL

CONCRETE SLAB VAPOR RETARDER GRANULAR FILL

PRECAST SILL

EMBEDDED FLASHING & WEEPS/CAVITY VENTS TYP AROUND ENTIRE BASE OF BUILDING. EXTEND FLASHING THRU VENEER TO A DISTANCE OF 1/2" FROM THE EXTERIOR FACE. STEP AS REQ'D DUE TO SLOPE OF SITE. LOCATE WEEPS @ 16" OC @ A MAX DISTANCE OF 8" ABOVE FINISHED GRADE

VERTICAL WALL REINFORCING, SEE STRUCT

CAVITY DRAINAGE MATERIAL

GRANULAR FILL

12 BBBBBBBBB

FACE BRICK CAVITY WALL INSULATION

7 2 35(&$67

CAVITY DRAINAGE MATERIAL

A7.1

CONCRETE SLAB VAPOR RETARDER

SS DRIP SET IN SEALANT BED

SIDEWALK RE: CIVIL

3' - 4"

4' - 0"

5/8" GWB - SEE WALL TYPES 15 BBBBBBBBB

TREATED 2x4 @ 24" OC W/ 3/8" DIAx6" LONG GALV ANCHOR BOLTS @ 24"OC

RIGID INSUL

1 COURSE REVEAL BRICK

CAVITY WALL INSUL

FILL VOID FULL W/ BATT INSUL, MAINTAIN 2" MIN. CLEARANCE

2x CONT TREATED WD BLOCKING W/ 2 8d NAILS @ EA 2x4 EXTERIOR PLYWD SHEATHING

FLUID APPLIED AIR BARRIER

% 2 6,//

/(9(/

CMU, SEE PLAN FOR TYPE

TERMINATION BAR W/ SEALANT

A9.7

53 BBBBBBBBB

LEVEL 01 100' - 0"

SS DRIP SET IN SEALANT BED

CONCRETE FOOTING, SEE STRUCT

FACE BRICK TO EXTEND 8" MIN BELOW GRADE COMPRESSIBLE FILLER

CMU - SEE PLAN FOR SIZE VERT WALL REINF - SEE STRUCT

PERIMETER INSUL

GROUT CAVITY FULL COMPRESSIBLE JOINT FILLER

PERIMETER INSUL

4" CMU GROUT CAVITY FULL BELOW FLASHING - TYP FLUID APPLIED AIR BARRIER

CONCRETE SLAB VAPOR BARRIER, TURN UP AT SLAB EDGE

CMU, SEE PLAN FOR TYPE FOUNDATION, SEE STRUCT

GRANULAR FILL CONCRETE FOOTING

52 A7.2

WALL SECTION SCALE: 3/8" = 1'-0"

VERTICAL WALL REINFORCING SEE STRUCT

STAINLESS STEEL DRIP EDGE

1/2" 1/2"

7 2 +($'

1'-2" MIN

VERTICAL WALL REINFORCING, SEE STRUCT

23(1 &(// 635$< ,168/

CONC SLAB ON MET DECK, TYP

)/8,' $33/,(' $,5 %$55,(5

&/26(' &(// 635$< ,168/

% 2 6,//

1/2" CONT BRICK REVEAL

&$9,7< :$// ,168/

A9.7

34 BBBBBBBBB

)$&( %5,&. 723 2) 67((/ 6(( 6758&785$/

67((/ $1*/( %($0 $1' 0(7$/ '(&. 6(( 6758&7 )25 /2&$7,21 $1' 25,(17$7,21

SCIENCE 341

75$16,7,21 0(0%5$1( (;7(1' )520 $,5 %$55,(5 72 3/<:22' 6+($7+,1* $7 %$&.6,'( 2) 3$5$3(7 :$//

75($7(' [ # 2& : Â&#x2018; [ /21* *$/9 $1&+25 %2/76 # 2& : 5,*,' ,168/ ,1 ),//

522) ,168/

'(&. %($5,1* (/ 9$5,(6

MET. DECK

723 2) 0$6215< 6(( 6(&7,216

)$&( %5,&. : :((3 9(176 # 2&

CMU WIDTH PER WALL TYPE

&29(5 %2$5'

FULL HT CAVITY DRAINAGE MATERIAL

PRECAST SILL, TYP

6' - 0"

522) 0(0%5$1(

7 2 0$6215<

MEMBRANE ROOFING SYSTEM

)/8,' $33/,(' $,5 %$55,(5 &$9,7< :$// ,168/

5,*,' ,168/

PREFINISHED METAL COPING

1' - 10 5/8"

(;7(5,25 6+($7+,1*

522) ,168/

OPEN CELL SPRAY FOAM INSUL BELOW PARAPET 53 BBBBBBBBB

4' - 0"

(;7 3/<:'

723 2) 678' 6(( 6(&7,216

)$&( %5,&. : :((3 9(176 # 2&

7$3(5(' ,168/ :+(5( 2&&856 6(( 522) 3/$1

A7.2

3/4"

7" 3/4"

STEEL BEAM, SEE STRUCT TYP

3/4"

5,*,' ,168/

&217 [ 75($7(' :22' %/2&.,1* 723 $1' %27720 : 6&5(: $1&+256 # 2&

&217,18286 &/($7

&217 [ 75($7(' :22' %/2&.,1* 723 $1' %27720 : 6&5(: $1&+256 # 2&

&217,18286 &/($7

VARIES

4' - 2 1/2"

MET. DECK

8" COLD-FORMED MET STUDS @ 16" OC W/ CLOSED CELL SPRAYFOAM INSULATION AT PARAPET

$,5 %$55,(5 75$16,7,21 0(0%5$1(

[ &217 75($7(' :22' %/2&.,1* %27+ 6,'(6 : G 1$,/6 # ($ [

$,5 %$55,(5 75$16,7,21 0(0%5$1(

7 2 67((/

4' - 8"

[ &217 75($7(' :22' %/2&.,1* &87 72 0$7&+ 3/<:22' 6/23(

35(),1,6+(' 0(7$/ &23,1*

[ &217 75($7(' :22' %/2&.,1* %27+ 6,'(6 : G 1$,/6 # ($ [

)$67(1(5 : :($7+(5 7,*+7 :$6+(5 # 2&

3/4"

2' - 5 1/2"

MEMBRANE ROOFING SYSTEM

522) 0(0%5$1( (;7(1' 29(5 723 2) 3$5$3(7 72 3$67 7+( 723 2) 7+( )$&( %5,&.

VARIES

7 2 :$//

[ &217 75($7(' :22' %/2&.,1* &87 72 0$7&+ 3/<:22' 6/23(

35(),1,6+(' 0(7$/ &23,1*

A7.11

2' - 0 1/2"

1' - 4"

PREFINISHED METAL COPING

PERIMETER INSUL 23 A7.5

BASE EMBEDDED FLASHING SCALE: 1 1/2" = 1'-0"

55 A7.2

WALL SECTION SCALE: 3/8" = 1'-0"

2" EJ 12 A7.1

WALL BASE DETAIL SCALE: 1 1/2" = 1'-0"

Â&#x192;

OPEN CELL SPRAY FOAM INSUL. EXT GYP SHEATHING

11 1/2" 1' - 6"

11 1/2"

1' - 2

1/2"

OPEN CELL SPRAY FOAM INSUL.

FLUID APPLIED MEMBRANE AIR BARRIER

8 5/8"

WOOD BLOCKING

2 1/2" CONT. RIGID INSUL. BETWEEN 2 1/2" Z FURRING @ 2'-0" O.C HORIZONTAL - REFER TO MFR FOR ANCHORING EA

Â&#x192;

EXT GYP SHEATHING

5/8" GWB OVER METAL STUDS

1' - 3 1/2".

FLUID APPLIED MEMBRANE AIR BARRIER

5 1/8"

PREFINISHED METAL FLASHING, COLOR TO MATCH MP-1

2 HOUR FIRE RATED EJ COVER

AIR SPACE CAVITY WALL INSUL.

2 HR RATED SHAFT WALL ASSEMBLY SEE PLAN FOR TYPE

EXT GYP SHEATHING AIR BARRIER 2 1/2" CONT. RIGID INSUL. BETWEEN 2 1/2" Z FURRING @ 2'-0" O.C HORIZONTAL - REFER TO MFR FOR ANCHORING

EXT GYP SHEATHING

10 5/8"

1' - 4"

2 3/4"

AIR SPACE

DOOR & FRAME, SEE SCHEDULE

10 5/8"

FACE BRICK

FLUID APPLIED MEMBRANE AIR BARRIER

Â&#x192;

2" OPEN CELL SPRAY FOAM INSUL.

1' - 4 5/8"

COMPRESSIBLE EJ FILLER RETURN BRICK

OPEN CELL SPRAY FOAM INSUL.

FACE BRICK

1' - 4"

3 1/2"

RETURN AIR BARRIER INTO EXP JOINT

2" 1' - 2"

10"

2' - 0" 5/8" GWB OVER METAL STUDS

COMPRESSIBLE EJ FILLER

3 3/8"

FIRE RATED EJ COVER

5 3/8"

2" EJ

PREFINISHED CLOSURE TRIM BY MP MANUF.

FIRE SAFING INSULATION

2 HR RATED SHAFT WALL ASSEMBLY SEE PLAN FOR TYPE

7 3/8"

METAL PANEL, SEE ELEV FOR TYPE.

2 HR RATED SHAFT WALL ASSEMBLY SEE PLAN FOR TYPE

RETURN AIR BARRIER INTO EXP JOINT

8 1/2"

1' - 2"

2" EJ 4 1/8"

2 1/2" CONT. RIGID INSUL. BETWEEN 2 1/2" Z FURRING @ 2'-0" O.C HORIZONTAL - REFER TO MFR FOR ANCHORING

METAL PANEL, SEE ELEV FOR TYPE.

1' - 6 3/8"

5/8" GWB OVER METAL STUDS

1' - 6 3/8"

CAVITY WALL INSUL.

EB FLUID APPLIED MEMBRANE AIR BARRIER

2" OPEN CELL SPRAY FOAM INSUL.

DOOR & FRAME, SEE SCHEDULE

EXT GYP SHEATHING

5/8" GWB OVER METAL STUDS

10 5/8" 8"

1' - 4"

1' - 7 3/8"

21 A10.4

1' - 1" E5

4 3/8"

PLAN DETAIL

SCALE: 1 1/2" = 1'-0"

A10.4

PLAN DETAIL

SCALE: 1 1/2" = 1'-0"

A10.4

PLAN DETAIL SCALE: 1 1/2" = 1'-0"

FIRE SAFING INSIL.

2" EJ

2 HOUR FIRE RATED EJ COVER 1' - 7 3/4"

2' - 1 1/8"

METAL STUD WALL, SEE PLAN FOR WALL TYPE

41 BBBBBBBBB A9.6 OVERHEAD DOOR ASSEMBLY

FIRE SAFING INSULATION

8" GFCMU-1

2 HOUR FIRE RATED EJ COVER

12" CMU

2" EJ

9 1/8"

FIRE RATED EJ COVER

FIRE SAFING INSUL.

METAL PANEL, SEE ELEVATION FOR TYPE

12" GFCMU-1

FLUID APPLIED MEMBRANE AIR BARRIER

1/2"

DOOR & HM FRAME, SEE SCHEDULE FOR TYPE - GROUT SOLID

CAVITY WALL INSUL

FLUID APPLIED MEMBRANE AIR BARRIER

3' - 4" CLEAR

7 1/16"

4' - 3 5/8"

BB 12" CMU WALL

6" GFCMU-1

STEEL COLUMN, SEE STRUCT.

CAVITY WALL INSUL. FACE BRICK

FACE BRICK

DOOR AND FRAME, SEE SCHEDULE FOR TYPE

1/4 SHIM AND SEALANT BOTH SIDE - TYP WINDOW FRAME, SEE SCHEDULE FOR TYPE

PROVIDE BULLNOSE ON ALL OUTSIDE CORNERS, TYP

COMPRESSIBLE JOINT FILLER

OPEN CELL SPRAY FOAM INSULATION 5/8" GWB OVER 8" COLD FORM METAL STUDS

1' - 4"

FLUID APPLIED MEMBRANE AIR BARRIER

2 1/2" CONTINUOUS INSUL BETWEEN 2 1/2" Z FURRING @ 2'-0" O.C. HORIZONTAL

1/4" SHIM AND SEALANT, BOTH SIDES, TYP

OPEN CELL SPRAY FOAM INSUL.

DUCTWORK, SEE MECH. OPEN CELL SPRAY INSUL. EXT. GYP SHEATHING

FACE BRICK

RETURN GWB TO FRAME, TYP.

COMPRESSIBLE JOINT FILLER

6" GFCMU-1

6+,0 $1' 6($/$17 %27+ 6,'(6 7<3 &2035(66,%/( ),//(5

2' - 7"

1' - 4"

6+,0 $1' 6($/$17 %27+ 6,'(6

Â&#x192;

7 3/4"

1' - 7 15/16"

Â&#x192;

12" GFCMU-1

5/8" GWB OVER 8" COLD FORM METAL STUDS

CMU WALL, SEE PLAN FOR TYPE AND SIZE

8" CMU WALL

4' - 8" D1

41 A10.3

PLAN DETAIL SCALE: 1 1/2" = 1'-0"

43 A10.3

PLAN DETAIL SCALE: 1" = 1'-0"

A10.3

SCA

A10.3

PLAN DETAIL SCALE: 1 1/2" = 1'-0"

46 A10.3

PLAN DETAIL SCALE: 1 1/2" = 1'-0"

BLOCKING AS REQD.

1/2" 8 3/8"

7 3/8"

DOOR & HM FRAME, SEE SCHEDULE FOR TYPE - GROUT SOLID

Â&#x192;

WALL MOUNTED DOOR ACTUATOR

3/4"

1' - 0"

1' - 5

7 5/8"

5/8" GWB OVER METAL STUDS - SEE PLAN FOR WALL TYPES

03 C Y THOMPSON LIBRARY Team member: Scott Shiffermiller - Project Manager Choan Liewer - Project Architect Phung Hong - Project Designer Location: Lincoln, Nebraska Complete Date: January 2021 Responsibilities: Code Research Construction Document

The library was built in the 1960s and is inefficient energy-wise, with poor access for those with disabilities. Libraries used to be built as fortresses to protect the books. Now the focus is on people. A place to gather, to learn, and to discover. The updated CYT will include individual and collaborative study spaces, a cafe, learning technology, multi-media displays, meeting rooms, and a multi-disciplinary book collection.

NEW SSG CURTAIN WALL SYSTEM

ROOF LADDER

SCREEN WALL SYSTEM

NEW PENTHOUSE

ROOF LADDER

CERAMIC FRIT GLAZED CANOPY W/ PIN MOUNTED GLASS W/ CUSTOM FRIT PATTERN, (ALTERNATE BID 3)

NEW METAL PANEL PENTHOUSE & ROOF SCREEN 0.5

NEW METAL PANEL PENTHOUSE & ROOF SCREEN

MP-1 56 A7.2

SSG CURTAIN WALL SYSTEM

25 A4.2

CERAMIC FRIT PENTHOUSE LEVEL 133' - 1 1/2"

PENTHOUSE LEVEL 133' - 1 1/2"

POWER WASH EXPOSED EXISTING PRECAST

NEW D.E.F.S. SOFFIT W/ CONT. LINEAR VENTS, TYP.

NEW D.E.F.S. SOFFIT W/ CONT. LINEAR VENTS, TYP. LEVEL 02 114' - 8"

LEVEL 02 114' - 8"

LIGHT POLE BEYOND

26 A8.5

NEW PRECAST COPING W/ REVEALS TO MATCH EXISTING PATTERN

STAINLESS STEEL PLANTER BOXES

STAINLESS STEEL PLANTER BOXES LEVEL 01 100' - 0"

STAINLESS STEEL GUARDRAIL, TYP

POWER WASH EXISTING PRECAST TO REMAIN, TYP.

LEVEL 01 100' - 0"

NEW PRECAST COPING W/ REVEALS TO MATCH EXISTING PATTERN

STAINLESS STEEL PLANTER BOXES

REVEALS TO MATCH EXITING PATTERN

STAINLESS STEEL PLANTER BOXES

STAINLESS STEEL GUARDRAIL, TYP

LOWER LEVEL 88' - 1 7/8"

POWER WASH EXPOSED EXISTING PRECAST

LOWER LEVEL 88' - 1 7/8" HM DOOR AND FRAME

POWER WASH EXISTING PRECAST TO REMAIN, TYP.

HM DOOR AND FRAME

NEW PRECAST CLAD CIP WALL & STAIR W/ PRECAST COPING, SS RAILING ASSEMBLY & ILLUMINATED HANDRAIL

ALUM STOREFRONT ENTRANCE, BASE BID (SLIDING ENTRANCE DOORS ALTERNATE BID 1)

NEW PRECAST CLADDING AT NEW CIP WALL & AT EXISTING AS REQ'D TO REACH NEAREST JOINTS

East Elevation

North Elevation NORTH ELEVATION

SCALE: 1/8" = 1'-0"

1HR FLOOR/CEILING BELOW

EXIT 68 OCCUPANTS 1 HR

READING ROOM 3280 SF OL = 66

CIRCULATION 3560 SF

150 OCCUPANTS EXIT TO OUTSIDE

MECH/STORAGE 308 SF OL = 1

STUDY ROOMS 420 SF OL = 28

1 HR

FIRST LEVEL - READING ROOM 1280 SF OL = 25

TRAVEL DISTANCE: 93'-8"

EXIT

LEARNING STAIR COUNTED ON LOWER LEVEL

OPEN TO BELOW

STUDY ROOM 506 SF OL = 34

FIRST LEVEL - READING ROOM 2723 SF OL = 54

FIRST LEVEL - READING ROOM 1998 SF OL = 40

STORAGE 1286 SF OL = 5

TESTING OFFICE 707 SF OL = 7

CUSTODIAL 73 SF OL = 1

FIRST LEVEL - READING ROOM 812 SF OL = 50

READING ROOM 995 SF OL = 20

FEC

TESTING ROOM 1035 SF OL = 54

FEC

CIRCULATION 4617 SF

LEARNING STAIR 411 SF OL = 22

LEARNING STAIR 253 SF OL = 17

STUDY ROOM 225 SF 15

STORAGE 253 SF OL = 1

READING ROOM 2394 SF OL = 48

1 HR

1 HR 1 HR

EXIT FIRST LEVEL - OPEN SPACE 1737 SF OL = 116

CUSTODIAL 76 SF OL = 1

OFFICE 146 SF OL = 2

MECHANICAL 2127 SF OL = 7

1 HR 68 OCCUPANTS

FROM BELOW 1 HR

1 HR

MECHANICAL 2213 SF OL = 7

FEC

FROM ABOVE UP 1 HR 1 HR

STORAGE 148 SF OL = 1

OFFICES 1742 SF OL = 17

68 OCCUPANTS

CAFE SEATING 351 SF OL = 24

CAFE SERVERY 304 SF OL = 11

READING ROOM 639 SF OL = 13

150 OCCUPANTS

1 HR

OUTSIDE

UP MDF 373 SF OL = 1

EXIT 172 OCCUPANTS

1 HR

150 OCCUPANTS EXIT UP STAIRS IMMEDIATELY TO

FIRST LEVEL - OPEN SPACE 241 SF OL = 16

1HR FLOOR/CEILING ABOVE

East Elevation

SCALE: 1/8" = 1'-0"

EXIT ABOVE

A5.2

STUDY ROOM 308 SF OL = 20

A5.1

STUDY ROOMS 420 SF OL = 28 FE STORAGE 201 SF OL = 1

68 OCCUPANTS 1 HR

MECH/STORAGE 323 SF OL = 1

172 OCCUPANTS

STUDIO 193 SF OL = 2

FEC VENDING 95 SF OL = 1

1 HR 68 OCCUPANTS

FROM ABOVE

TRAVEL DISTANCE: 168' - 6"

EXIT 1HR FLOOR/CEILING ABOVE

TRASH 302 SF OL = 2

Basement Floor Plan

1HR FLOOR/CEILING BELOW

First Floor Plan

SCREEN WALL SYSTEM ROOF LADDER ROOF LADDER 0.5

NEW METAL PANEL PENTHOUSE & ROOF SCREEN

54 A9.4

NEW SSG CURTAIN WALL SYSTEM

CERAMIC FRIT 55 A9.4

56 A7.2

MTL PNL

GLAZED CANOPY W/ PIN MOUNTED GLASS W/ CUSTOM FRIT PATTERN, (ALTERNATE BID 3)

25 A4.2

EXISTING PRECAST FASCIA

56 A9.4

PENTHOUSE LEVEL 133' - 1 1/2"

POWER WASH EXISTING PRECAST TO REMAIN, TYP.

FIN. SOFFIT 125' - 2" NEW D.E.F.S. SOFFIT W/ CONT. LINEAR VENTS, TYP.

EXISTING PRECAST COLUMN LEVEL 02 114' - 8"

NEW PRECAST COPING W/ REVEALS TO MATCH EXISTING PATTERN LEVEL 01 100' - 0" POWER WASH EXISTING PRECAST TO REMAIN, TYP.

STAINLESS STEEL GUARDRAIL, TYP STAINLESS STEEL PLANTER BOXES

REVEALS TO MATCH EXISTING PATTERN

LIGHTING, SEE ELEC

LEVEL 02 114' - 8"

STAINLESS STEEL PLANTER BOXES

CERAMIC FRIT

26 A8.5

POWER WASH EXISTING PRECAST TO REMAIN, TYP.

NEW D.E.F.S. SOFFIT W/ CONT. LINEAR VENTS, TYP.

NEW SSG CURTAIN WALL SYSTEM GLAZED CANOPY W/ PIN MOUNTED GLASS W/ CUSTOM FRIT PATTERN, (ALTERNATE BID 3)

STAINLESS STEEL GUARDRAIL, TYP

STAINLESS STEEL GUARDRAIL, TYP LEVEL 01 100' - 0"

PRECAST CLAD CIP WALL W/ PRECAST COPING

ALUMINUM STOREFRONT ENTRANCE, BASE BID (SLIDING ENTRANCE DOORS ALTERNATE BID 1)

STONE CLAD STEM WALL, TYP. AT SSG CURTAIN WALL

POWER WASH EXISTING PRECAST TO REMAIN, TYP. STAINLESS STEEL PLANTER BOXES

CONCRETE

LOWER LEVEL 88' - 1 7/8"

LOWER LEVEL 88' - 1 7/8" STAINLESS STEEL GUARDRAIL, TYP

LOWER LEVEL 2 84' - 1 7/8"

West Elevation

South Elevation SOUTH ELEVATION

SCALE: 1/8" = 1'-0"

A5.2

West Elevation

SCALE: 1/8" = 1'-0"

1HR FLOOR/CEILING BELOW

1 HR CLASSROOM 1242 SF OL = 63

1 HR

1 HR FEC

1 HR

CUSTODIAL CIRCULATION 73 79 SF 4617 SF O =1 SECOND LEVEL - OPEN SPACEOL 1852 SF OL = 124

FIRST F RS LEVEL EVEL - READING ADING ROOM OM 812 SF OL = 50

1 HR

182 OCCUPANTS DOWN STAIRS 1 HR 1 HR

1 HR

STORAGE 167 SF OL = 1 1 HR 1 HR

1 HR

EXIT BELOW SP

STUDIO 996 SF OL = 20

FIRST F T LLEVEL EVE - RE READING AD RO ROOM OM 1280 SF S OL = 25

TRAVEL DISTANCE: 167'

SP STUDY ROOMS 492 SF OL = 33

FIIRST LEVEL EL - OPEN SPACE ACE 2411 SF S OL = 166

TRAVEL TRA VE DISTANCE: STAN 93'-8" 93' 8

LEARNING STAIR COUNTED ON FIRST LEVEL

STUDIO 1446 SF OL = 32

CAFE CAF E SERVERY SERVERY

MECHANICAL 1606 SF OL = 5

FIRST F RS LEVEL VEL - READING DI G ROOM CIRCULATION 523 SF

BREAKROOM 403 SF OL = 29

FEC

STORAGE 201 SF

MECH/STORAGE E RAGE G 323 SF S

1 HR

FEC

STUDIO 994 SF OL = 20 STUDY ROOMS 420 20 SF OL = 28

STORAGE / ELECT 271 SF OL = 1

182 OCCUPANTS DOWN STAIRS

1 HR

MECHANICAL FE 1724 SF OL = 6 UP

FIRST ST LEVEL EV - R READING AD RO ROOM OM 1998 SF OL = 400 COLLABORATION AREA 1438 SF OL = 15 OFFICES 2086 SF 68 OCCUPANTS OL = 21

OPEN TO O BELOW E W

OPEN TO BELOW SP

CIRCULATION 2440 SF

1 HR

A5.1

EXIT BELOW COMMON TRAVEL PATH: 53'

Second Floor Plan

Penthouse Floor Plan

NEW R-38 EPDM MEMGRANE ON SLOPED METAL DECK 15 A7.3

31 A6.1

16 A7.3

NEW R-8 OPEN CELL SPRAY INSULATION AT UNDERSIDE OF EXISTING ROOF DECK, TYP.

15 A7.3

16 A7.3

51 A6.3

TIE-IN NEW ROOF AT EXISTING, TYP.

31 A6.3

NEW R-8 OPEN CELL SPRAY INSULATION TO THERMAL ENVELOPE. NEW THERMAL ENVELOPE & AIR BARRIER ENCLOSURE

25 A7.3

WEST PENTHOUSE MZ202

A7.3

EAST PENTHOUSE MZ201

EXISTING ROOF TYP.

A7.3 PENTHOUSE LEVEL 133' - 1 1/2" T.O. EXIST JOISTS 132' - 7"

FIN. SOFFIT 125' - 2"

POWER WASH EXPOSED EXISTING PRECAST NEW D.E.F.S. SOFFIT W/ CONT. LINEAR VENTS, TYP. BREAK OUT 245

NEW THERMAL ENVELOPE & AIR BARRIER ENCLOSURE

ENGLER GALLERY Z202A

CORRIDOR 2CR3

SSG CURTAIN WALL SYSTEM & STONE CLAD CIP CONC STEM WALL

ENTREPRENEURIAL STUDIO 211

SSG CURTAIN WALL SYSTEM & STONE CLAD CIP CONC STEM WALL

LEVEL 02 114' - 8"

POWER WASH EXPOSED EXISTING PRECAST NEW PEDESTAL MOUNTED PLAZA PAVERS ON WATERPROOFING OVER RIGID INSUL

21 A10.2

CAFE 101

FLEXIBLE COLLABORATION 106

21 A10.2

NEW CIP CONC WALL W/ PRECAST COPING & CLADDING

LEVEL 01 100' - 0" F.F. LANDING 96' - 7" FLEXIBLE COLLABORATION FLEXIBLE 010 COLLABORATION 010

FLEXIBLE COLLABORATION 010

RECEIVING / MAILROOM 093 LOWER LEVEL 88' - 1 7/8"

31 A6.2

EAST / WEST BUILDING SECTION VIEWING NORTH SCALE: 1/8" = 1'-0"

NEW R-38 EPDM MEMGRANE ON SLOPED METAL DECK 15 A7.3 TIE-IN NEW ROOF AT EXISTING, TYP. NEW R-8 OPEN CELL SPRAY INSULATION TO THERMAL ENVELOPE.

15 A7.3

NEW R-8 OPEN CELL SPRAY INSULATION AT UNDERSIDE OF EXISTING ROOF DECK, TYP.

31 A6.3 8

16 A7.3

31 A6.1

51 A6.3

A7.3 4

NEW THERMAL ENVELOPE & AIR BARRIER ENCLOSURE 25

EXISTING ROOF TYP.

A7.3

EAST PENTHOUSE MZ201

A7.3

WEST PENTHOUSE MZ202

A7.3 PENTHOUSE LEVEL 133' - 1 1/2"

FIN. SOFFIT 125' - 2"

POWER WASH EXPOSED EXISTING PRECAST

NEW D.E.F.S. SOFFIT W/ CONT. LINEAR VENTS, TYP. ENTREPRENEURIAL STUDIO 211

FLEXIBLE COLLABORATION 202

CORRIDOR 2CR1

BREAK OUT 241

NEW THERMAL ENVELOPE & AIR BARRIER ENCLOSURE LEVEL 02 114' - 8" SSG CURTAIN WALL SYSTEM & STONE CLAD CIP CONC STEM WALL

SSG CURTAIN WALL SYSTEM & STONE CLAD CIP CONC STEM WALL

POWER WASH EXPOSED EXISTING PRECAST

PEDESTAL MOUNTED PLAZA PAVERS OVER WATERPROOFING MEMBRANE ON TAPERED INSULATION

NEW PEDESTAL MOUNTED PLAZA PAVERS ON WATERPROOFING OVER RIGID INSUL FLEXIBLE COLLABORATION 102

STAINLESS STEEL PLANTER BOXES

21 A10.2

FLEXIBLE COLLABORATION 102

NEW CIP CONC WALL W/ PRECAST COPING & CLADDING LEVEL 01 100' - 0" F.F. LANDING 96' - 7"

MECHANICAL 097

MECHANICAL 099

FLEXIBLE COLLABORATION 002

LOWER LEVEL 88' - 1 7/8" LOWER LEVEL 2 84' - 1 7/8"

51 A6.2

EAST / WEST BUILDING SECTION VIEWING SOUTH SCALE: 1/8" = 1'-0"

1/2" SHEATING W/ AIR BARRIER OVER R-7.5 MIN. RIGID INSULATION W/ Z-GIRTS ON 6" METAL STUD FRAMING @16" O.C. W/ R-19 OPEN CELL SPRAY FOAM INSUL.

EXPOSED FASTENER METAL PANEL SYSTEM & DRIP SILL FLASHING

1/2" SHEATING W/ AIR BARRIER OVER R-7.5 MIN. RIGID INSULATION W/ Z-GIRTS ON 6" METAL STUD FRAMING @16" O.C. W/ R-19 OPEN CELL SPRAY FOAM INSUL.

EXPOSED FASTENER METAL PANEL SYSTEM & DRIP SILL FLASHING

THRU-WALL FLASHING OVER EPDM TERMINATION FLASHING

NEW 1/2"/FT MIN. SLOPE EPDM ROOFING ON TAPERED INSULATION W/ TIE-INS TO WARRANTED EXIST MEMBRANE

R-8 OPEN CELL SPRAY FOAM INSUL AT UNDRSIDE OF EXISTING DECK.

24 A8.1

REFER TO REFLECTED CEILING PLANS FOR CEILING TYPES

CONC. ON METAL DECK & STEEL FRAMING, SEE STRUCTRUAL

T.O. EXIST JOISTS 132' - 7"

PENTHOUSE LEVEL 133' - 1 1/2"

T.O. EXIST JOISTS 132' - 7"

EXISTING STEEL TRUSS & JOIST ROOF DECK ASSEMBLY TO REMAIN

EXISTING PRECAST FASCIA, SUPPORTING STEEL FRAMING & SPRAY APPLIED INSULATION TO REMAIN NEW ENVELOPE ENCLOSURE AT CURTAIN WALL PERIMETER: • FLUID APPLIED AIR BARRIER W/ TIE-INS OVER • 5/8" GLASS MAT GYP. SHEATHING MOUNTED TO EXISTING STRUCTURE W/ • 6" METAL STUD FRAMING W/ • R-38 OPEN CELL SPRAY FOAM INSULATION

SLOTTED STEEL CHANNEL FRAMING GRID, 72" O.C. EA. WAY ABOVE BOTTOM TRUSS CHORD WITHIN CONDITIONED BUILDING FOOTPRINT, (PAINT)

SOFFIT MOUNTED LIGHT, SEE ELEC.

NEW CONTINUOUS LINEAR SOFFIT VENT

SCALE: 1 1/2" = 1'-0"

A7.3

NEW CONTINUOUS LINEAR SOFFIT VENT

EAST / WEST BUILDING SECTION - VIEWING NORTH - BASE

NEW VENTED SOFFIT ASSEMBLY • VENTED DIRECT APPLIED POLYMER FINISH SYSTEM, (DEFS) OVER • NEW 5/8" GLASS MAT GYP. SHEATHING MOUNTED TO • EXISTING STRUCTURE W/ • NEW METAL STUD FRAMING • (SEE A3 SHEETS FOR JOINT LAYOUT)

SCALE: 1 1/2" = 1'-0"

PRECAST FASCIA & MARBLE CHIP PRECAST COLUMN WRAPS TO REMAIN, POWER WASH EXPOSED SURFACES & RE-SEAL JOINTS, TYP.

DEFLECTION TYPE CURTAIN WALL ANCHORS TO EXISTING STRUCTURE

FIN. SOFFIT 125' - 2" SCHEDULED CEILING, SEE REFLECTED CEILING PLANS, & ROOM FINISH SCHEDULE, TYP.

1 HR FIRE RATED GWB ON METAL STUD STAIR ENCLOSURE

NEW STEEL REINFORCED ALUMINUM CURTAIN WALL • W/ PRESSURE PLATE GLAZED HORIZONTAL MULLIONS & • STRUCTURALLY GLAZED VERTICAL MULLIONS • SEE A9 SHEETS FOR GLAZING TYPE EXTENTS

REMOVE & SALVAGE MARBLE CHIP PRECAST COLUMN WRAP PANEL AT NEW BEAM PENETRATION, (WORK OF ALTERNATE BID 2)

0.5

HVAC DUCT, SEE MECH

R-8 OPEN CELL SPRAY FOAM INSULATION AT UNDERSIDE OF EXISTING ROOF DECK WITHIN CONDITIONED BUILDING FOOTPRINT, (PAINT)

PENTHOUSE LEVEL 133' - 1 1/2"

WALL SECTION - BASE OF PENTHOUSE

21 A8.1

EXISTING EPDM ROOF ASSEMBLY TO REMAIN A4 SHEETS FOR RE-ROOF EXTENTS)

CONC. ON METAL DECK & STEEL FRAMING, SEE STRUCTRUAL

A7.3

REFER TO CP0.1 FOR WALL TYPES AND INTERIOR FINISH SYSTEM (IFS-X) INFORMATION

THRU-WALL FLASHING OVER EPDM TERMINATION FLASHING

NEW 1/2"/FT MIN. SLOPE EPDM ROOFING ON TAPERED INSULATION W/ TIE-INS TO WARRANTED EXIST MEMBRANE

CONCEAL STRUCTURAL CONNECTION W/ SALVAGED SECTIONS OF PRECAST COLUMN ENCLOSURE, SCRIBE EXISTING PANEL FOR 1/2" BACKER ROD & SEALANT, (WORK OF ALTERNATE BID 2)

EXISTING CONC FLOOR ASSEMBLY, SEE STRUCTURAL, ELECTRICAL & SYSTEMS SHEETS FOR MODIFICATION EXTENTS LEVEL 02 114' - 8"

A7.4

PIN MOUNTED GLASS & CANOPY W/ PAINTED STEEL STRUCTURE & C.I.P. CONC. FOOTINGS (WORK OF ALTERNATE BID 2)

CONCEALED GUTTER SYSTEM TO DRAIN WITHIN PRECAST COLUMN BEYOND, (WORK OF ALTERNATE BID 2)

61 A8.6

51 A8.6

CIP CONCRETE WALL W/ PRECAST COPING & CLADDING AT OUTBOARD FACE

SS GUARDRAIL ASSEMBLY, BASE BID, (GLAZED GUARDRAIL ALTERNATE BID 4) SAND SET PAVERS, SEE SITE / CIVIL SHEETS FOR ADD'L WORK

CONCEALED EDGE RESTRAINTS, TYPICAL AT PAVER PERIMETER CUSTOM SIZE CONCRETE & GRANITE PAVER TILES W/ CONCEALED EDGE RESTRAINTS, (SEE A1.1 FOR LAYOUT) OVER ADJUSTABLE PEDESTAL SYSTEM ADJUSTABLE PAVER SUPPORT PEDESTALS W/ PROTECTION PADS. PEDESTAL SPACING & QTY AS REQD' BY CUSTOM PAVER SIZE & WEIGHT UPON WATERPROOFING MEMBRANE & INSULATION CAPACITY FOR DESIGN LOADS DRAINAGE MAT & PROTECTION BOARD OVER WATERPROOFING MEMBRANE 120 MIL LIQUID APPLIED REINF. WATERPROOFING MEMBRANE W/ 1/2" COVERBOARD & 1/4" PER FT. ADHERED INSULATION. (INSULATION DEPTH AS REQ'D FOR DRAINAGE & LIMITATIONS OF PEDESTAL ASSEMBLY HEIGHT)

31 A7.4

EXISTING PRECAST TO REMAIN, TYP. COLUMN ENCLOSURE (SAWCUT AT TOP OF PAVER ELEVATION)

PEDESTAL MOUNTED SS PLANTER BOX BEYOND CIP CONC PLANTER W/ SOIL & GRANULAR BASE OVER ROOF GARDEN WATERPROOFING ASSEMBLY

THRU-WALL WATERPROOFING TERMINATION FLASHING TYPICAL AT BASE OF CURTAIN WALL FRAMING (BEYOND)

CIP CONC RAMP CHEEK WALLS, (STONE CLAD AT INBOARD WALL, (SEE STRUCTURAL)

RAMP: ADJUSTABLE PAVER SUPPORT PEDESTALS W/ PROTECTION PADS. PEDESTAL SPACING & QTY AS REQD' BY CUSTOM PAVER SIZE & WEIGHT UPON WATERPROOFING MEMBRANE & INSULATION CAPACITY FOR DESIGN LOADS

THRU-WALL WATERPROOFING FLASHING W/ SUB-SILL TERMINATION AT ENTRANCE ASSEMBLY

DRAINAGE MAT & PROTECTION BOARD OVER WATERPROOFING MEMBRANE

EXISTING PRECAST TO REMAIN, TYP. COLUMN ENCLOSURE (SAWCUT AT TOP OF PAVER ELEVATION) THRU-WALL WATERPROOFING TERMINATION FLASHING TYPICAL AT BASE OF CURTAIN WALL FRAMING WATERPROOFING MEMBRANE WALL FLASHING OVER 1/2" FRT PLYWOOD OVER Z- FURRING AT 24" O.C. & R-13 RIGID INSULATION ON C.I.P. CONC. STEM WALL

120 MIL LIQUID APPLIED REINF. WATERPROOFING MEMBRANE W/ 1/2" COVERBOARD & 1/4" PER FT. ADHERED INSULATION. (INSULATION DEPTH AS REQ'D FOR DRAINAGE & LIMITATIONS OF PEDESTAL ASSEMBLY HEIGHT)

WATERPROOFING MEMBRANE WALL FLASHING OVER 1/2" FRT PLYWOOD OVER Z- FURRING AT 24" O.C. & R-13 RIGID INSULATION ON C.I.P. CONC. STEM WALL

BUILDING ENVELOPE STEM WALL: • NEW GRANITE CLAD (EXTERIOR) OVER • C.I.P. CONC STEM WALL W/ • R-13 RIGID INSUL. • (INTERIOR: 2 1/2" FURRING W/ • PAINTED GWB W/ • SOLID SURFACE SILL & • SCHEDULED WALL BASE)

LEVEL 01 100' - 0"

PAVER EXPANSION JOINT BETWEEN SETTING ASSEMBLIES WATERPROOFING MEMBRANE TERMINATION NEW CIP CONC. PLAZA PERIMETER WALL: • OVER EXISTING, (SEE STRUCTURAL) • TO UNDERSIDE OF PAVER ASSEMBLY (THIS SECTION) • WALL INCLUDES PRECAST (CAP & CLADDING AT CONDITION BEYOND)

SEE MECHANICAL FOR STORM DRAINAGE ROUTING

EXISTING & INFILLED CIP CONC SLAB ON FILL PLAZA, (SEE STRUCTURAL) EXISTING CONCRETE PLAZA PERIMETER WALL, FOOTINGS & FILL, SEE STRUCTURAL, CIVIL & MECHANICAL FOR ADD'L WORK

EXISTING STEEL COLUMN TO REMAIN • PROVIDE NEW STEEL SUPPORT AT NEW PRECAST PANEL BASE • PREP FOR & PROVIDE WATERPROOFING FLASHING TIE-IN.

WATERPROOFING MEMBRANE TERMINATION, (TYP EA. MEMBRANE PERIMETER)

120 MIL LIQUID APPLIED REINF. WATERPROOFING MEMBRANE W/ 1/2" COVERBOARD & 1/4" PER FT. ADHERED INSULATION. (INSULATION DEPTH AS REQ'D FOR DRAINAGE & LIMITATIONS OF PEDESTAL ASSEMBLY HEIGHT)

SCHEDULED CEILING, SEE REFLECTED CEILING PLANS, & ROOM FINISH SCHEDULE, TYP.

SEE STRUCTURAL, ELECTRICAL & SYSTEMS SHEETS FOR EXTENTS OF CONCRETE STEM WALL & FLOOR ASSEMBLY WORK

NEW CIP CONC. PLANTER SURROUND & RAMP CHEEK WALL

NEW CONCEALED DOWNSPOUT W/ SPLASH PAN AT COLUMNS ADJACENT TO GLASS CANOPY, (WORK OF ALTERNATE BID 2)

SEE MECHANICAL FOR STORM DRAINAGE ROUTING EXISTING & INFILLED CIP CONC SLAB ON FILL PLAZA, (SEE STRUCTURAL)

EXISTING CONCRETE PLAZA PERIMETER WALL, FOOTINGS & FILL, SEE STRUCTURAL, CIVIL & MECHANICAL FOR ADD'L WORK

LOWER LEVEL 88' - 1 7/8"

53 A7.1

WALL SECTION THROUGH ENTRY SCALE: 1/2" = 1'-0"

56 A7.2

WALL SECTION SCALE: 1/2" = 1'-0"

DIFFUSER, SEE MECH.

EXISTING STRUCTURE 1' - 11 5/8"

2' - 5 1/2"

0" 45

4 EQ RISERS @ 1' 7 9/16" = 6' 6 1/4"

3" 5/8" GWB OVER 3 5/8" METAL STUD FRAMING @ 16" O.C. BLOCKING AS REQ'D ALUMINUM U-CHANNEL W/ DRY GASKET. SATIN #4 SS CLADDING

ACT-3 WOOD LOOK CEILING SYSTEM

7/8" HAT CHANNEL SHIM AS REQ'D

LEVEL 01 100' - 0"

11' - 0"

HWP-4 WOOD PLANK SYSTEM, MOUNT TO UNDERSIDE OF FLOATING STAIR

20' - 1 3/8" 2' - 9 7/8"

A10.2

3' - 9"

2' - 11 1/2"

21 A10.2

GLASS RAILING

LEVEL 01 100' - 0"

5/8" TH CTG, GROUND AND POLISHED EDGES WHERE EXPOSED

A8.5

22 A8.3

6' - 0 1/8"

54 A8.5

12' - 3 5/16"

11' - 10 1/8" 8 EQ RISERS AT APPROX 1' 8 5/16" EA

12' - 0 7/16"

SQUARE PROFILE SIDELITE RAIL W/ DRY GASKET AND SATIN #4 SS CLADDING FLOORING. SEE FINISH PLANS EXISTING FLOOR CONSTRUCTION

5 1/2"

HWP-4 WOOD AT RISERS

3' - 6"

SECTION DETAIL SCALE: 1 1/2" = 1'-0"

UPH-1 SEAT CUSHION BEYOND HWP-4 WOOD BEYOND

3" (TYP)

CEILING, SEE RCP

3" 1' - 8 5/8" 3"

PIN MOUNTED GLASS GUARDRAIL BEYOND

5 EQ RISERS @ 1' 7 9/16" = 8' 1 3/4"

5/8" TH CTG, GROUND AND POLISHED EDGES WHERE EXPOSED

A7.5

43 A8.5

LANDING F.F

14' - 8"

A8.5

1' - 7 9/16"

LEVEL 02 114' - 8"

WEST LEARNING STAIR SEATING AREA SCALE: 3/8" = 1'-0"

LEVEL 02 114' - 8"

14' - 0 1/2" 14 EQ TREADS = 14' - 0 1/2"

UPH-1 SEAT CUSHION

4' - 0 1/16"

11' - 11 7/16" 12 EQ TREADS = 11' - 11 7/16"

HWP-4 WOOD TREAD HWP-4 WOOD RISERS

54 A8.5

1' - 8 5/16"

41 A8.5

6' - 6 1/4" 12 EQ RISERS AT 6 1/2" EACH

LEVEL 02 114' - 8"

14' - 8"

LEVEL 01 CEILING 111' - 0"

7' - 5 15/16"

HWP-4 WOOD BEYOND

PORCELAIN TILE AT TREADS AND RISERS

LEVEL 01 100' - 0"

HWP-4 WOOD PLANK SYSTEM, MOUNT TO UNDERSIDE OF STAIR 21 A10.2

51 A8.5

5/8" GWB OVER 3 5/8" METAL STUD FRAMING @ 16" O.C. BLOCKING AS REQ'D ALUMINUM U-CHANNEL W/ DRY GASKET. SATIN #4 SS CLADDING

21 A10.2

54 A8.5

6 1/2"

SCALE: 3/8" = 1'-0"

A8.5

UPH-1 SEAT CUSHION BEYOND

8' - 1 3/4" 15 EQ RISERS AT 6 1/2" EACH

METAL STUD BRACING @ 32" O.C.

EAST LEARNING STAIR SEATING AREA

25 A8.3

GLASS RAILING

LOWER LEVEL 88' - 1 7/8"

LEVEL 01 100' - 0"

5/8" TH CTG, GROUND AND POLISHED EDGES WHERE EXPOSED

SECTION DETAIL

32 A8.3

SCALE: 1 1/2" = 1'-0"

WEST LEARNING STAIR CIRCULATION AREA SCALE: 3/8" = 1'-0" GLASS GUARDRAIL 3

UPH-1 SEAT CUSHION HWP-4 WOOD TREAD AND RISER

SHIM AS REQ'D 5/8" TH CTG, GROUND AND POLISHED EDGES WHERE EXPOSED SQUARE PROFILE SIDELITE RAIL W/ DRY GASKET AND SATIN #4 SS CLADDING FLOORING. SEE FINISH PLANS

PORCELAIN TILE ON CONCRETE FILLED METAL STAIR

EXISTING FLOOR CONSTRUCTION 51 A8.5

LEVEL 01 100' - 0" 22 A8.3

EAST LEARNING STAIR CIRCULATION AREA

45 A8.3

SCALE: 3/8" = 1'-0"

15' - 0"

LOWER LEVEL 88' - 1 7/8"

15' - 2"

20' - 7 1/2"

20' - 0"

12' - 0 7/16" 4 EQ SEATING TREADS = 12' - 0 7/16"

6' - 0 1/8" LANDING

23' - 5" 7 EQ SEATING TREADS AT APPROX 3' 3 5/8" EA

9' - 0 5/16" 3 EQ SEATING TREADS = 9' - 0 5/16"

UPH-1 SEAT CUSHION ON HWP-4 WOOD TREADS AND RISERS PORCELAIN TILE TREADS AND RISERS

5' - 0"

32 A8.3

LOWER LEVEL CEILING 96' - 7 7/8" L-ANGLE MODIFIED TO MATCH ANGLE. 5/8" GWB OVER 3 5/8" METAL STUD FRAMING @ 16" O.C.

14' - 0 9/16" 14 EQ TREADS AT 1' 0 1/16"

7/8" HAT CHANNEL

4' - 0 1/16"

11' - 0 7/16" 11 EQ TREADS AT 1' 0 1/16"

45 A8.3

MATCH ANGLE OF STAIR BELOW 1

A7.5

SECTION DETAIL SCALE: 1 1/2" = 1'-0"

20 EQ TREADS = 23' - 3"

53 A8.3

ENLARGED PLAN - WEST LEARNING STAIR SCALE: 3/8" = 1'-0"

55 A8.3

ENLARGED PLAN - EAST LEARNING STAIR SCALE: 3/8" = 1'-0"

11' - 10 1/8" 21 EQ. RISERS AT APPROX 6 3/4" EA.

CEILING, SEE RCP 2

A7.5

04 HAYDEN PLACE Team member: Scott Shiffermiller - Project Manager Phung Hong - Project Designer

Exterior Inspiration

Location: Blair, Nebraska Complete Date: On Hold Responsibilities: Schematic Massing Design Construction Document Site Planning

Located in Blair, Nebraska, the goal is to design a modern affordable apartment with 2 and 3 bedroom units. The project was divided into 2 separate phases. â&#x20AC;˘ Phase 1 with 5 apartment buildings and 1 clubhouse â&#x20AC;˘ Phase 2 with 5 apartment buildings, sharing the same clubhouse as phase 1 By placing more amenities in common areas, our team wants to create an apartment complex that is truly more affordable while also being appealing to residents.

Apartment Building

Interior Inspiration

Fire service room Three bedroom

Two bedroom

5()

Common entry/stair

Two bedroom

5()

83 5()

5()

First Floor Plan

5()

Three bedroom

5()

Three bedroom

5()

'1 5()

5()

Second Floor Plan

Third Floor Plan

Phase 1 Phase 2 New Road

Site Plan - Scheme 1

Phase 1 Phase 2 New Road

Site Plan - Scheme 2

Common Space Future Extension/ Outdoor Private Space Public Space

MASS:

ROTATE:

PULL:

• • •

• •

• • •

Basic massing Buildable area Program layout per brief

Building mass responding to site layout intention Rotate public and common programs to maximize view

ENTER:

OPEN:

• • •

Push mass for outdoor space Create indoor/outdoor transition for public and common activities Itentify key entry for user groups

Clubhouse

Building mass responding to program intention Pull roof to 12/12 slope Create high volume/ fun space for common and public programs

OPEN:

Open mass to create link between programs • Create interesting crash shadow/shades • Create inviting entry that welcome and commodate for public/common programs • •

Open up mass for addition entrances Extend link between programs Create indoor/outdoor transition for public activities Create opportunity for outdoor space and circulation through programs

Clubhouse Massing Diagram

-$1 6) "

Clubhouse - 4,830 GSF

55 6) "

0(&+ (/(& 6) "

Community Spcae

Computer room

3Æ¾GI

Mail

Mail Storage

Restroom

Gym

Jan

Storage

Mech/Elec

55 6) "

&20081,7< 63$&( 6) "

6725$*( 6) "

55 6) "

0$,/ 6725$*( 6) "

0$,/ +$// 6) "

*<0 6) "

&20387(5 6) "

2)),&( 6) "

9(67,%8/( 6) "

Clubhouse Floor Plan